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COlJ.NTY ENGINEER_,._
JEFFERSON COUNTY
PORT TOWNSEND, WASH,
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PROPOSAt,.
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To tb,'Board ot Oounty Commi8eio~er8
Jefferson Oounty, Washington' .
Gentlemen:
of · s gned he ~ycer '-. that~a.lk- exam1n~ the ;;:;"~
and h&_reaa and t~ oughl underst the plana,specifications and. oontr~
governlns the work embraced in this improvement,a.ndthe method by which pay,-
ment will be made for said work, and hereby propos!--to undertake and complete
. the work embraced 1n this improvement, or as much thereof as oan be oompleted
wi th the money available, in accordance with the said plans, specif1ca,tions
and contraot, and ~he following schedule of rates and pricesg
(Not.~ Unit prices for'all items, all extensions, and total amoumt ot bidp
should be shown.)
Approxi- ': I Uni t !
mate! ,Bid 1
il,m of WQl.k~ 't 1.:QuZan'~Yi,::~U;!i~._~P:ioO~;,! ~mount.
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~ -. ,--,--~..- .......... t.. ...- ., +- --. ,. :... .- . - '1 ~.7rk"o. ~.1P
~--....-,...-..... __ .......~____-.o_._....__,_-~-___'_.-'--.._~__. '"".___,..... ____,.__.-___.........._.,_.r.___.~_\"'" -- .-,.._.......-._._..<~.. "'1. r ,.....".'.......,.- ,,-.'..,"........-~ _........-""....",--
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AttaOhed hfOr" to il3 oerttfied check fot' ;J~ ~~,<....
.-.------- --...... -.... -.--".....-.-
__..___ :..._Doll8.1"S (t.t-l~p_.:-:::-:1 payable to '~l1a OOtlt.t/ ':'r~ct ,1':'.cc;: of
J Jf:feraon County, Washingt, t'lia uno\.lnt 1-J~lr ,_tJ.V3 "';" f).i,' CP1'~J (?~) ')f I'
total bid, bR.sed upon the ap.t'.roA1md."''' 4;'(",,1ma"'.e cf ~'~..~r'...t.l,:u ~: '1. ";
pr10es
~~~
Dart)u 'at_ ~/..2:./. ~ _ _ _ . _ _ t -i1.8__
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19__
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l.
_& ~9' 4v~ ~e.
-~
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A~dr6eu of B1dder:
(P:t1no1pal place of busine13s)
_~_ Lf2_ J__ 'r ___
---_ ~~~"L,IdL~,
l'ntu:
(1)
1r "'1~ Bil.1l.. ..l"l 1 I )-..' 1"tn ~ .11; t3u ""~ 1:,
n'h1.0b '.H.Hin'H~ ,., lo'lr,...)'l
l iJ J. ,. I 1 II 1 J'
I., ,
. ,
(. ~) r I ti.".ll Pi t..t,)T l E' OO~)I". t '~" I tIll ~."' P'" ,,"'I
to "l,.. ttuly b.Lltho"1 · ~. 4 ~ '-' t, 1 t:I
lV' ..... :s ~
,
Janua.ry 3 t 1931
Director of Highways
Olympia, Wa.shington
Dear Sir:
Respectfully submitted
S. B. Edwards
JFF7EHSON COUNTY ~:NGINEER
SBEjG
..~
January 6, 1931
Direotor of Highwa.ys
Olympia, Washington
Dear Sir:
Under separate oover is being forwarded to
you by express three oopies of theplans and speoifi-
oations for the construotion of Permanent HighwaY' No.
11 in Jeffereon County, the estimate of the cost of
which 1s inclosed.
We are desirous of having these plans
approved by your Department this week if poss1ble so
the Board oan oall for bids for this projeot at their
next meeting on January 12.
I will be in your office either Thmmsday
or Friday of this week, and I will ta.ke up with you
at that time any suggested ohanges whioh you desire to
have made.
Yours very truly
S. B. Edwards
JEFFERSON COUNTY ENGINEER
sBE/a
Allen and Goven
Bo;c 10;
Olympia, Washington
Gentlemen;
May 13, 1931
Inclosed is a receipt co.ering tje
~~ount of t235.8O sent us for the sale 9f gravel and oul-
vert on Perma.nent Highway No. 11 in Jefferson Com1tt.
SBE/G
Yours very truly
S. B. Edward:l\
JEFFERSON COUNTY ENGINEER
~:~j
-~....,--~_....
Ia.y 9, 1931
Allen and Gaven, Inc.
Sequim Hotel
Sequim, W~3hington
Gentlemen:
Not knowing the adressof Mr. Doolittle
your Bubcon trac tor on P.::rmanen t Highway No. 11, I am
calling your attention to several items with regard
to the finishing of this road.
There is considerable oversize remain-
ing on the aubgrade whioh I wish you would have Mr.
Doolittle remove at his earliest convenience. This
section of ro:'d should a1aol:e bladed until such time
a.s it is accepted by the Sta.te Highway Depa.rtment.
There is also a 11 ttle burning to be
done .Blnd a few stumps to be removed from the adjoin-
ing property before final acceptE'.nce is [{iven on the
contract. These stumps wer:; ghot into the adjoining
fields through blasting and should be removed. I
would Guggest th:::t Mr. Doolittle kee;~ his pla.nt in-
tact until the state has inspected the rOIM as it is
po-'sible thbt they may require him to put more top
dresning on the road in lieu of the high percentage
of sand which he put on the land.
Yours very truly
S. B. Edw&.rda
JtFFER--='ON COUNTY ENGINEER
SBE/G
,
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STATE OF WASHINGTON
DEPARTMENT OF HIGHWAYS
OLYMPIA
JAllUMlY 1$
1 931
Ron. Board of COtUlty
Commi....cmu.
Jefferson CO\UlV
I'Ol't'Jo..... Waehil'lgtOl1
Please refer to A..J. ii's
Permanent HtghG1 No. U.
J,e,tt.,s. ? ,0 u. n t l..
GenU..-.
I .. in receipt of .. l'UOlu.t 10. 01 TO\U" Joori.
und4t' date or J&rrtJifA'q". 19$1, pro'f1d1ng tor
tho _r~t Of ..." hig~ lUld.- the ,..-
~er1't n1~ Act. de80r1~ .. toU.ow"
tt:Be<<.b1tlSJII at the .ow.tb _d -Of ~_t 1l1ghway
No. 9 in the D quaner 0' the JW ~ter of
Section 24., 'fcn,.ldp 29 .__h. ~ 1 Wen .-
1'WUl:lng the.. BQuth4:rll ... -. ......,.t1\ mil..
$lOllg 'the genetf,1 loeattOll of the ,ne.' road."
'rbla re.olu.t1on i. hereby appro1'ed and Wi.ll be
mown :t.n our file, a. Jette:'lOn CounV Pe--.en't
iUghweu :tio. 11.
fer:! truly yo~'.
/
S A hi U E L J. H U U ]J S
D1reo'tor of Highway8
SJlI.os
00 I OOQV Erl81J:1.ef>> /
JettulonOouv
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_. O. B. Du....
])latriot i>><<l11..
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STATE OF WASHINGTON
DEPARTMENT OF ItIIGHWAYS
OLYMPIA
JAWAllY 16
1 9 3 1
ftor1.. lloard 01 Oounty
0..1....,.
.1...,..... C~
Port ~t Washington
Gentl~.
~ pl,.. ...,.U'1..8&1011' teu! 1m. ~~..
... ot JfttfW.. COtmt,. l?~.t nigh..,
10. U ...-re ..", apPlOftd~_J.t to eol'-
,..t1tN1. .hloh .. '.1. fttlinCl Ul ~ l.tt.-
to yo_C(t-" ingJ...... .
ileale htor to A.J.T,
p'~t .~~ .No.11
~
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.y
f
r
ACt 'lbD" \V111 not be $1fftclea' f1m4a 1n the
P~_t fU~ tW'J4to OO1'er the OOl'1l~
'lton of tn', _oJ_. _'11 Aprjl 1. 19a\f 1m.
oontreot_uld not .. .warde4 \In:llt tkat tlJae
~..s oounty funds are "11p.t.a to 0"1'01' th$
ba.lance.
Very tl"w.YYOUr8.,
Ii
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SAHUi;[J.1. nutss
.D1l.-eotar ()t Hie.,-
SJlh 00
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ec: C0un17 1~"'. V
Jtttfer.. CO\Ul1;r
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..~~""'"""""""~~.j('....-alli~l~1lliJi!~'lli'iJiliilifil!iJil ... .
__________..._..~.._-....<-._~,~""__...,w~,o&._.'.~NaiAfA!"_'*~~~~~;.:!"~.~I;..~lii,:)\,:!':D>>~Jl -0 - ".' ,~.. . 'f -,...;, _. _.
:k~. o. U. Din_oM
Dl.trlOt~_er
ADDRESS ALL COMMUNICATIONS TO
THE DIRECTOR OF HIGHWAYS
STATE OF WASHINGTON
DEPARTMENT OF HIGHWAYS
OLYMPIA
JANUARY 16
1 931
~ \
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County Engineer
Jefferson County
Port Townsend, Wa.shington
Dear Sir:
/
Plea.se refer to A.J.T:
Permanent HighW8\Y 11
The plens and specifications for the improvement of Jetterson
County Permanent Highwa.,y lio. 11 have been approved, sa.bject to
the following corrections:
1. The summaries of structure excavation and 12" plain concrete
pipe are in error. Structure excavation should be 36 cubic YaZ'ds
and 12" plain concrete pipe should be 261 lineal feet.
2. The items of 12" pipe tor roadw~ and approaches should be
combined in the summaries and proposal.
3. Show right of wtq line and width of ri-gh.t of w~ from Station
0+00 to Station 5+00. .
4. The clearing area, as shown. on the plans, appears to be too
l&'L"ge tor 54 stations with the location running through pasture
and cultivated land. It is aPP&'L"ent that no deductions have been
made for the existing road, as set torth in the Standard Specifica-
tions.
5. A speCial provision should be included to cover the handling of
tratfic through the construction.
6. The special provisions state that there are several water pipea
located at different points and Which &'L"e designated on the plans.
The only water pipe shown on the plans is at Station 17+00. The
balance ot these pipes should be shown.
7. A speciaJ. provision should be included covering the pqment tor
removing existing pipes, stating that all costs in connection With
this removal will be included in the eontract priee for structure
excavation.
8. The special provisions state that there are several exist1ng
culverts to be removed. These, however, are not shown on the plans.
I
";
-\
\
STATE HIGHWAY DEPARTMI:... )
OLYMPIA, WASHINGTON
-2-
County Engineer
Jefferson County
1-16-31
9. Show overh.a.ul all on the same arrow line. Do not break
for cuts as shown from Station 22+00 back to Station 16+00.
10. Show the 12" plain concrete pipe culverts at Stations
6+60, 38+00, 44+60 and 52+00, to be eonstru.et~ and include structUre
excavation- for .the same.
One set of plans and speoifications, approved subject to the
oorrections as outlined above, is being forwarded by todq's
expresll.
Very truly yours,
~~.
Director of Highways
sh:oo
cc: Board of County Commissioners
Jefferson County-
Mr. O. R. Dinsmore
Distriot Engineer
/
LA. 1._ . (TO BE USED FOR ROAD ESTIMAT~NLY)
WAS~TON .
TO...........~........lJ.$.IL.&...o.o.y....,......lJlo................................................... ...........D R.
..............lp:r11._...._..._.......__.................., 19}1..... (Postoffice Address) .......~~....l..Q5....,..O'~~...l~....I.~_.l.tt~,................................
~m':~nt Highway N 0..._...11.........., County.....J.e.!.f...~r..lf,firm., Contract No..............................., Estimate N o..fIIIal.........
::::~~[d
. II
I,
Ii
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!(
1 !oqi
1. Clearing,
~.
Grubbing,
~. Common Excavation,
per cu. yd;
4. Loose Rock Excavation,
per cu. yd.
5. Solid Rock Excavation,
per ell, yd,
6. Structure Excavation,
per cu. yd.
7. Class "D" Excavation,
per cu. yd.
8.
")~:
! ~':'l" Ii;
!t}~~!
1.!~.._,
1 i i
, I
Excavation,
per cu. yd.
9. Overhaul for each 100 feet,
10. Surfacing, 3/4. minu.s
11. surfaCing,li. mInus
12. Backfill,
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
13. Concrete Pavement,
14. Finishing Shoulders and Ditches,
per sq. yd.
per !in. ft.
15. Pavement Header, No.
per !in. ft.
16. Pavement Header, No.
per !in. ft.
17. Reinforced Concrete Gutter,
18.
per !in. ft.
per lb.
Pavement Reinforcing No.2,
19. Concrete, Class A,
per cu. yd.
20. Concrete, Class B,
21. Concrete, Class C.
per cu. yd.
per cu. yd. ~;
I:
per lb. "
!in. ft.
j,
lOtj'
2 'OCI:
, :5011
22. Steel Reinforcing Bars,
23. Guard Rail No..
1;'?- pl. cone ,.pipe,
1 g- pl. c nno 'pipe;
Z q.SW.RelnfPiPe,
~4.
per !in. ft.
25.
per !in. ft.
26.
per !in. ft.
27.
28.
29.
30.
31.
Pipe,
per !in. ft.
32.
I
I
I:
33. .l!.'~_~ce. ~,:~ollllt=Pe.:r.})~~ andr=~o.lut~~lln:1.~~a_~h_e.~'_L
Totals
_ _~5 per. cent retained, as per contract,
per cent to be paid by county,
per cent to be paid by the state,
Approved by Board of Oounty Oommissioners
J....""'f'".......". n
""A "w41",q
........ ----...---.... -... .. ..... --- --.... ..... --- --__._...... ________..Oounty
.mmm~?i:~
Chairman.
2
QUANTITY
- -~-5
51 0:1
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::?21 Ii!
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.l.'~.. ~ t..".O'2,;> !i
::J..Jl"h
,l'~ 3M Oil
1...~.02~. 01..:'
1 026 Oii
, ~~
I
I I
1300: 0
'60.0
4g 0
-~-J
I
I
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3
TOTAL
-~~~
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;c..,
~
I,
'i
:' 64:;t
261
1 ;'~3l
1 ;!J~
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I,OQ op
l~;'q Op
116~ op
I
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Leave this space blank for use of the Director of Highways.
.~
.ORIGINAL-DUPLICATE.
5
I hereby certify on honor that the above 6.stimate is based upon actual measure ents a
4,
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This s~ace for State Auditor,
n~
1
.un----.-7~...._..-
I, the undersigned, having first been duly sworn, do hereby depose an.d say that the above bill is true and correct;
that the work was actually pe~~~tr. ~~,1.w.:!!~~,..!!.~herein charged; and that there is due me this date, al>-
cordin:s::Nc:::::.:..th:p i!~$:7?-E:::::,:n:;::~2~n~:
~--r--P Cla.mant.'
Subscribed a orn to before me his__......._ .___u__.........day
. __'_'___"'__ ..._ ....., 1~ Approved......____.._._..........._____...._.._....._____._.__.___..__........---..........--.
SAMUEL J. HUMES,
Director of Highways,
(SEAL)
By___.____.....__...__........______.._____......,........................____..______..
Department Auditor.
H. F. 3.24. S. F. No. 33-B-1a29. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287,
"
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AUDITOR'S OFFICE
STATE OF WASHINGTON
W arrant No................
A mount, $.......................
To
Account of Appropriation for
a
..
INSTRUCTIONS-READ AND FOLLOW
~I
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I
L
Make vouchers in duplicate or triplicate, as required.
Send all to Director of Highways.
Be sure to sign all copies; 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.
JAY THOMAS. PUBLIC PRINTER, OLYMPIA, WASH.
(TO BE :USED FOR ROAD ESTIMATES ONLY)
STATE OF WAS"'GTON ,. . tt
To..............&1.1.......&....00Y.........Ia<<t.........,...............:..::...;..................... ...........DR.
................_,......................._z..11...,...., 19.}1... (Post office Address) ....__..Jk~'....105..........01J.t.........,.~~.~.........._...~..........
~: ~U. High N 1" C t J~~':fret"~T,^fi C t t N' E t' t N 2
~Permanent ._w~~ .' 0....... .'~"''''''''- oun ~......:........~.....:......~_......'fF..._~___...0~ ra~. 0::.....:......................., s tma e 0....................._.........
PR:~boto I Q"I=ii 51 ,. ~i.jd~ ....~.~.=~ PRE:ENT
,00 OO:i I I 5 a ; I 50q r J at)
II
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3 'j ;:4......4.6... '~"..=:'....' . 2"
1 zJi ?;"
: i
1 231 f:,
I
I
1. Clearing,
~.
per acre
Grubbing,
per acre
:3. Common Excavation,
per cu. yd.
4. Loose Rock Excavation,
per cu. Yd.
5. Solid Rock Excavation,
per cu. yd.
6. Structure Excavation,
1 on!!
":;1
,;(:, fi
1021.
1 i2f):;
1 ;20"
I'
l~
per cu. Yd.
7. .Class "D" E.x:c,avation,
per cu. Yd.
8.
Excavation,
per cu. yd.
9. Overhaul for each 100 feet,
10. Surfacing, 3/4. .1n ua
11. surfacing,l;.W m1nu8
12. Backfill,
per cu. yd.
per cu. yd.
per cu. yd.
per cu. Yd.
13. Concrete Pavement,
14. Finishing Shoulders and Ditches,
per sq. yd.
per lin. ft.
15. Pavement Header, No.
per lin. ft.
16. Pavement Header, No.
per lin. ft.
17. Reinforced Concrete Gutter,
18. Pavement Reinforcing No.2,
per lin. ft.
per lb.
19. Concrete, Class A,
per cu. yd.
20. Concrete, Class B,
21. Concrete, Class C,
22. Steel Reinforcing Bars,
per cu. yd.
per cu. yd.
per lb.
23. Guard Rail No.................
lin. ft.
24.
25.
26.
21;
28.
29.
30.
31.
32.
1<').
,~
1.$".
~:t+ ·
1 PO.
2 ~i'
350
;1.
pl.
Std.
cone.. Pipe,
per lin. ft.
per lin. ft.
i.1: i) ne . Pipe,
ReUafpipe,
per lin. ft.
Pipe,
per lin. ft.
33. Force Account-per bills and resolution attached, I
------- .--_.~
Totals
15 per cent retained, as per contract,
per cent to be paid by county,
per cent to be paid by the state,
Approved by Board of County Commissioners
Jefter.oll
.... -. -............... .... ........._. ._... ........County
llaJ' )1
............................~.......t:i~-
<1"~ t f' e;r~on Co. B8~tta~omJ"':.t f:'< in;:r>t~
i. ",,? 1
I ..l!;..
I :
11 :J.~O;. Z i:
1"1 .i"l:60 0'
1 ,J .-iJ . '.
. 1 I" '>1:' 0
I . -c.Q .,
Il.Q~?6 0
, I
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1300'0
i 60 0
I
; 4~ 0
')00 .o~
I ,,..
1.20. ". · 0;.. I
16gl cO
O:I~IJ:::~:=~:~
t
2~
16d
1001
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II
II
II
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15d .~
120\ ~
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Leave this space blank for use of the Director of Highways.
This space for State Auditor.
"".., . ----.--" --_._---~--_.--------
---_._---,.-.~------
I hereby certify on honor that the above estimate is based upon actual measure ents a
Oounty Engineer.
I, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct;
that the work was actually performed, fi,d r1i~ri l urnished, as therein charged; and that there is due me this date, ac.
"'a'n:,::N'::::.~7~~:~~ana:~::~2 "",":Mn:~z.;;
su'''~:~'1J{afn 'a.."''': ~ 'h"..........~..............a" App'"v'a............................m..............................m..m...mm..
~ SAMUE!:re~~/!PHJfu!fw~;s.
JEFFERSON co1.!m'Y PA~DITOR
Residing at.__._.___.....___.____..__.___________.._.._....____._____..
(SEAL)
H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287.
By_______...__,______..____________...__...__..__.___.._____...___._____.____.___.___.__
Department Auditor.
Of . ';~Wm-!l'#~;,1Mi;'V,~'~('
'--~l~~t::..-l ,.;..",.'
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//
~
....
AUDITOR'S OFFICE
STATE OF WASHINGTON
W arrant No.................
A mount, $........................
To
Account of Appropriation for
-
.
INSTRUCTIONS-READ AND FOLLOW
Make vouchers in duplicate or triplicate, as required.
Send all to Director of Highways.
Be sure to sign all copies; 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.
JAY THOMAS, PUBLIC PRINTER, OL.YMPIA, WASH.
.fr'
__'.e.."".'~~
ORIGINAL-DUPLICATE
j
75.:
}ro
3
TOTAL 'i
. =~-==iI==
1.~63=
I
4
PREVIous
5
PRESENT
2
QUANTI1:Y
8.
Excavation,
per cu. yd.
per cu. yd. :'
per cu. yd.
per cu: yd.
.27
02:'
<<.1000 0
5..boo 0
25 ,.
I i
I ."
2~160 op
'100 00
.A
]1 J
i II
II~'C+
a,~..
. I'
I i II
I Ii
I 'I
. I,
I Ii
II
I I'
I II
I Ii
i II
I !!
I .I!
:3. Common Excavation,
per cu. yd.
5. So!id Rock Excavation,
per cu. yd.
per cu. yd.
4. Loose Rock Excavation,
6. Structure Excavation,
per cu. yd. .
~oo
250,
7. Class "D" Excavation,
per cu. yd.
9. Overhaul for each 100 feet,
10. Surfacing,
11. Surfacing,
12. Backfill,
per cu. yd.
13. Concrete Pavement,
14. Finishing Shoulders and Ditches,
per sq. yd.
per !in. ft.
15. Pavement Header, No.
per !in. ft.
16. Pavement Header, No.
per !in. ft.
17. Reinforced Concrete Gutter,
18.
Pavement Reinforcing No.2,
per !in. ft.
per lb.
19. Concrete, Class A,
per cu. yd.
20. Concrete, Class B,
per cu. yd.
23. Guard Rail NO.....m.________
24. 12- P1 Coao Pipe,
25. 18- P1 CoAo. Pipe,
per !in. ft.
100
200
tl50 0
600
:150 00
I '. ",.
1120 V9,
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j !!
I i II
i~~'j
\lZOj "'.I
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. . il 1
!I -.1
21. Concrete, Class C,
per cu. yd.
22. Steel Reinforcing Bars,
per lb.
!in. ft.
-t,..". l:
per !in. ft.
26. Pipe,
per !in. ft.
27. Pipe,
per !in. ft. .,
28.
29.
30.
31.
32.
__.!5.IlElr c."nt retained~.. 3:.sIle!"_.~l1tr.ac.~,_..
per cent to be paid by county,
per cent to be paid by the state,
'~005 00
I
i450~
;;: 1554 ~
-1__ _ ...~__
n : : II
Ii ,~t
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:,: 2[55'1 2S ./
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__~.!"orce ~~ount.. per bills a~d resolut.i~n atta~he?-,--_____.__ __________ .._..-.__._
Totals
Approved by Board of Oounty Oommissioners
JeffeJ'f!OJI
... _, .'....... _. __ ______............ h.hm ___...Oounty
JIuoll }1
_..................~..;Z.~u
}l.hairman.
1)outi of County comalsalonere
Leave this space blank for use of the Director of Highways.
This space for State Auditor.
:;:1=-":,-. -- -; ~C -.-,.,--_-,--,-,-.-::--:::::oc:-,_
I hereby certify on honor that the above estimate is based upon actual measu,rem,Y ~s nd tha, 'Wthe same is true and correct.
. .// '~~ .-//~r7 --"' ~
.._.._..._.._._.._._.__._.....__:~_:,_._.__."...:.~V_~_~e:......._:____.~..
f County Engineer.
I, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct;
that the wor7c was actually per{!~ aM!- material furnished 11s therein charged; and that there is due me this date, ac.
cording to contract'm of $.. .;t.7!..._~~.~.~_~~.~.~and that t~}l7/or any part th?~f has not been paid.
''''N HE~~....:-~'.............mmm...mm...........,~r.~.L~~~,.oe..~.
Subscribed and sworn to before me this_.____................._...._.day
j!!' C' ,~" 1931' Approved........._......__....h........................__..._.__............_................
SAMUEL J. HUMES,
Direotor of HighwaY8.
(SEAL)
Residing at..._...._. .......... .........._. "___' ......_...............
By...................................._.................................................
Department Auditor.
H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287.
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AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant No..........................
A mount, $.........................................................................................
To u..
Account of Appropriation for
INSTRUCTIONS-READ AND FOLWW
Make vouchers in duplicate or triplicate, as required.
Send all to Director of Highways.
Be sure to sign all copies; have duly sworn to and
certified where required.
Warrants will be sent by ordinary mail at risk of
payee; or, will be registered if full postage is enclosed
with request to register.
JAY THOMAS. PUBL.JC PRINTER. OL.YMPIA. WASH.
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PROPOSAL
To the Board of County Commissioners
Jefferson County, Washington
. Gentlemen:
L:) The undersi d he eby oertif~hat-&ha~xamined the loca.tion
of ~,.~-~ _ '/1 __
and haJLread and thoroughl derst d the p1ans, specifications and oontl'act
governing the work embraced in this improvement, and the method by which pay.-
ment will be made for said work, and hereby propos!--to undertake and oomplete
the work embraoed in this improvement, or as muob thereof as can be complete~
with the money available, in accordance with the said plans, specifications
and oontraot, and ~he following schedule of rates and pricesg
(Note~ Unit prioes for all items, all extensions, and total amoumt ~f bld~
should be shown.)
.!jom of WOLk.
Unit
Bid
Prioe ' Amount
ol
Clearing 7 · 5 Acree Do.-- l.$:a.,-U_-
Gr~bbing 5.0 .LAcr~~ ~ ~tJ..J..lL~_~
!.:."_llvati:ln __~___ _ _ 13,>.500 -t-9u, Yds I. . a'J;L~QA_-
Struct~r~cava~ion 50 C~~ lb:-- ___S.fl.,~.C___
Overha1;:ll, _ ~ _____ 9]500 .C~!ds _:"p~ _.t.'loLJ!Q____
Sur !~!..- .!tl_.!'.l:!1~i'~!>~!L~ 'l:Y~]._ r 1..92,3-- C.!O"Hs ~ I t.!; _ j-1-6- ;, 4' I.$' -
~XL..2.2.!!.9rete 9}l1~~_t___ ___l_~L 14JJ..tFt. __l~,- _. '-'..1J.~_q__
I 1~ ~ ~
l~"-Pl.Concrete CJ.llyer'IL __ ----+--....99.~-~.L.1dbft.l- ,...". ~.L IfJ~_.
_ 2!J. "- Std _ Re in! . C9!!C.,_e~s _ Cu1 ver:L _ _ _ _ _#5 _+ Hn. Ft.__, _ 4 ~ _ t-.1.lc.ttl J:! _ __
-----~--:-l_-_j ----.-----
f I
-- - -.....----- - .---------- -'. - --'-'-_._~- 1- - - -.... 1.----.. ~-: ----
~__.___.___ ___ __ __ . ~- --rJ/: i.Ja~_
I ~
..~_.. - ~_-~-=-----r - -=+----r -
_ __ _..-__- . -==r _ 1 I
----....--..... ~-........."...- - -..-- - ---....-,:;--
-..-- - ...:I
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Juffer80n
Attached hereto 18 oertified check for
eC
~ __Dollars (.~o..::) payable to the County Treasurer of .
County, Washlngt, this amount being five par oent (5~) ot' t'1,:t
total bid, based upon the approximate estimate of Cluantitiea at the . ;1/\1.3
pr1ces
19 .
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Dat9d at_~_
_thle-Z-d~y of ~~'::__
Contraotor
Addrlse of Bidder:
(Prtnolpal plaoe of busineas)
=~~:-:-td~
Note:
(1) If thd Bid.l\r..:l, '\ lv-p..":'tll# ~h11 tlQ ",at . ~jJ~~l;.) fl'.',lll..
"hiah buain6'3l3 ~ s:. trdlg,Qt"d
(2) It: thl~ Bidd(n~ id ':l. CtJ.i'<' <ltiO(l tnlH p~.)pl':.'1d.1 nUf t !j, t l
1tt.. duly e.~ltho.fiz01' o:"'fh la-la,.
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P R 6 P 0 'S A L
To the Board of County Commissioners
Jefferson County, Washington
Gentlemen:
o The und~stgped hereby certif ~thatt ha6xam1ne,O. tl:le location
of~~ I\..:,-.d/. -~ - ~~~_
and ha~4readand thoroughly Understand the plans, specificat10ns and contract
gpvernlng the work embraced in this improvement, and the method by which pay-
ment will be made for said work, and hereby propos~to undertake and oompleto
the wo%k embraced in this 1mprovement, or as much thereof as can be completed
with the money available, in accordance with the said plansp specifications
and oontract, and ~he following schedule of rates and pricesg
(Note ~ Un! t prioes for all i tams, all extensions, and total amouJlt of bid.1I
should be shown.)
Itom Q~ ilC?I.k
Clearing
_..............1"
J!Wbin
Excavation
Unit t/
Bid ../
Unit rice ,oun ~ _
~ ~t:)
. Acres ~- 1..50.00
o co 10 o. () 0
0-
.....---
tJ, 30 10 S""'(}, tJ ~ ~
/0..2 -~q;. q~--
.._,...--_. A- ~ _ ......'_,...,..__,__
\.Yf' (r ~c
33
structure Excavation
Cu. Yda _0. ot. _ _ _ .Lff!~.!_-
~da .L~ _L~_tf(l.f1-_
n_ . _l::.!Lg~ minus ------1 1051.-. y~ ---- 1.:..!/5 t c . N {t-. J1 -
I - t'
~~!_~21t :.l:_~~~.:..__ .__. .t-~S' Ft _! .()o __~ _t:_c:~..
~::~ Q:~:~f ~~XlQ~:,t ~--t;~ - -t ~i -- ~1'~~
]. t I! J ..' . ~ ) ~ - c' . :;:," t I I
:--- - ~ " '"' ,. -' ....~ '- -; '...~. i '=1--------.----
~~ql Y3 t I
----",...... ~ -"_-"-' - - .-.......--.- - --~.- ~ ...~ --'- - - - .;- _. - -- - - .... - - --....... - ---
1- ,--(q,/222--
Overbaul
- ,--........------------
9~
Surface:
~14" minus
-!223
_ ___ __ __ _....___'r.Q..1;C!:ls _ _._
... . _... .._...-..........- ..._ 4>
- ~ -,_.
~ .
-=--=+--- r ~.t .
. -- - _._J__._ _J_ .'
rr~_ ft'".... ",,"' "-"'!'-- -.... .._..., ~...__._--
" ~ ,,-:.':" .....-.;n". -""'"" ..".,... ~--=------....
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Attaohed hereto is certified cheok for ~ ~~ ~
__Dollars ($ S;; 00: ) payable to the Coun tl Treasurer of .
.
J~fferson County, Washingt, this amount being five per oent (5%) of the
tota.l bid, ba.sed upon the approximate estimate of quantitisa at the ....!JuV.,
prices
19Ji.
Dated at~;J~__th1e Jrf
day of
~
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Contraotor
Addrue. of Bidder:
(prinoipal place of business)
_~~~ Yv~
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(1 )
If thd Biddcri8 d, l;L)-rurtnttt'sr.l.11J 60 st.at., ::;,i'llnf, f1J."W Dome ..mdet
whioh bualnesl:l 1s t.r,.na.cted
(2)
If thl~ Bidder 1s a cOrl)<"l ation thit3 p)'opoaal must be e,,"e~ l~ed by
itu duly authorized officials.
~". -...,....,......,...~
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PROPOSAL
To' thf'l Board.of. Oounty Commissioners
Jeff~rson County, Washington
Gentlemen:
_j~. The undersigned hereby oertif that h~ examined the 1~cat1on
of ~ ~ - --
andh~_reac and thoroughly understand the plans0pecifications and oont.tact
g0."1ern1ng ~'. work embraoed in this improvement, and the method by whion pa.y-
ment will be made for said work, and hereby propos!--to undertake and oomplrtG !
the 'work embraced in this improvement, or as mucb thereof as can be completoc
with the money available~ in accordance with the said plans, specifioations
'and oontraot, and ~he following schedule of rates and pricesg
, (Not~ ~ Un1 t prices for all items, all extensions, and total amoumt of bidp
should. be Bhown.)
-GJ:~
E.xQD.YAt10Jl ~__ .._____. ~
Unit
Bid
Prioe ~ Amoun't
. 1 --:;:.- I)"
.~'T-v~_cJ' ~'
l.w: La.PTe5_lt4.. u-_
~50(L -tOu. Tela . ,ap_4JL6..__0_o____
f~O . Cu. Yd~, __.2;-- 3-7, ':Fo__ _
.941.5QO . \ ~ OU-t '1 dJ2 _ _ -ii-- _ -.LL'J.,_.:f:O_ _
~ ,. .
~t8.SJ',1 3..14 fI Jn1nue _]..Q;3 Yel" .~I..3.;-L#-~!, _ ~-:"J-_ __
l...Uittt . m~J1u'9 _____.__'~.~, 1051 y~_,_ _ ~.J,~3"..;_ _/Jf-~/_, fi:.$" _
l'~l.!..!!~J_ J.2ft Pj._~ 9~)E~~ ~ ...____1_2~~~ F~ _~ __/..o~o\~.__~_t..J{,_ ~e_ __
, . .. ,.. " )
. __.l8D i1..___QQJlO~L-_ __~_~_.~__~. .!:L__ _-.:.~,~~_.1 ~().,-E.!'_
2U.- 04.A It!! in! c.ono t~r; I rt II .J r t7 () D A
- .... -- Q.tIlU... -- - -- - -- - '-"'- --r-- ---,.- _7L~ r--,-:,6- .'- .'!. ,--::
, .. : - ' - ...,. ;. - - -----1 ------- _u__
--. - -~=~=~~- -=t~=-.~t=~r~-~!.4;Y~'~-O~
----~~--+--t~~+~ ~F-=~.=~~ ~
"........ _ .........._ _...__~ v r ......._ _ _ J _ _1
Ilom Q~ WO..I.k
Q)..oa~' ug .
!t1:~tW":lfa EJJ2lWAtJ..9n
...nv tn'banl
--......- ----- ---
----
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Attached hereto is oertified check for~~~~
_ _ . - _Dollars ($~..Aa<..~' payable to the County Treasurer of
Jefferson County, Waahlngt, this amount being five per cent (5%) of th~
total bid., ba.sed upon the approximate estimate of quantities at the 6.)ove
pr10ss
Dated at_~__th1s_a.uL.daY ot_C~_
1 9,.a1
_&$~JI~
Contraotior
Addr.e. of Bidder:
(Prinoipal plaoe of business)
--~~!h.c&~J-~
_.~~-_..' -
N"ta&
(1 )
(2)
If the Bidde:i~ a oo-p~tn~~ahip se state, giving firm nam~ unde{
wlli'oh business 113 tranacted
It tho Bidder 1e a. cor!)oration thiFJ propoaal must be execllttld h)-
itQ duly authorizeJ. officials.
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PROPOSAL
, I
. r~ .
, .
To the Board of County Commissioners
Jeffereon County, Wasbington."
Gentlemen:
of
and ba__read and thoroughly understand the plans, specifioations and co~tract
governing the work embraced in this improvement, and the method by whicn pay-
ment will be made for sa1d work, and hereby propos!--to undertake and complete
the work embraced in this improvement, or as much thereof as can be complete~
wi th tho money ava.ilable, 1n accordance with the said plans, specifica.t1one
and oontraot, and ~he following schedule of rates and pr1ces8
The undersigned hereby certif_t~,~,t_ha._exe.rnined the location
(Notes' Unit prioes for all items, all extensions, and total amoullt of bid-II
should be shown.)
~om of \yo.!.)&:
Cll.u'Q.ftg
.Q
Unit
Unit I
-Bid
Prioe ,
~O~
Amount
-...500 _D 0
~-O_e~ :,0
~_7J 0 _~_. .
7- ~o ~
-,.-.........- -
,OvQ:tbG1l1_....:....____ 9..- Cu.Y.d4 .-,4-1..5,- ~~-
"Su;:taaL..3L4n mi{itl9 / ~+fl_7. Y.::::o.. -
_~ _ _1:1t2!_minWL _ ___ _", 1 Q 57 c:W';"___ L '!3 +- _I_<t 1- <t :!'_~..-
.Q!!!!1~!!!L~2tt z:l~_Q.(!.qq,L..__.._ '__ ~ _..:<bL---1-11- .L-=-+_ r_fc_Cf_..:-_,_
___llS!-El...-'laGc..._ _:--t- .QQ...- _+l.t -I.?-. - i__ { k.'2 -=--
_ . _._~4: St~_!l4~-OQ":----~5--~-_+3,~~/;-~-~:
-- - .\... - ~ -1. -- - -, .'-J, -- --- -I' - ---I . o-2-y-r-;/--
--~ -' - -- --- -----. - - ~~- ..-----r-- -t--. ---,- .. -..---------
.........- ... -.....".~ ...-..._-,-to..~.. ~ ...-- -------1-.,----t-- ---.,- ----.-
.
1 t
~.... ~"....~~-..... ""-...--------i.----.- r- L -- '--
.".. .- ._------~----+- ---.---.-
- -- -_. .L_._ J._ I
Jitrqg.turL.E.a
. LOt; ~
~oo"" t Cu....Yde -, 'l- ~
I ' ~.to
~ Ou....Yde /L
i:&.aflTat1Qn. __..-___
........... ..-- --- .-........ ----
...-...., - - -....,
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AttaOhed hereto is certified check for
-- -... --- -
_Dollars <t60 0 '!!.) payable to the County Trea.aur~r of
JBfferson County, Washlngt, this amount being five per cent <5%) of th~
total bid, based upon the approximate estimate of quantities at the ~~ove
pr10es
Dated at
~
thi83~
--
day of ~,
l~i..
-7iRU~~~
~~
/A ~____
7' Contractor
Add:.,. of B1~der:
(P:r1noipa.l pla.oe of business) .
, .
LI'OO T~ ~
..... ~..._-
_.,~
Nr)tt) l ~
~l) If the Bidded'; a cv-p~rtn't.t:ship so atatr', givinb iil."m na.mt< und"~4:
whioh buainosa ts t:E~acted
(2)
Tt th,.. Eldd~r is a cor.)i.'t'ati~jf th1~ P~op()~a.l must be e~f"C'"~"tld h.:
itu duly a~thori~ed offioials
. .
RESOLtJfIOI 10 fit/-
IHIREAS 1. t 19 to the be$t 1.nter~ut. of the
People of JeffeX'f:K/n County that oerta.1n ..ot1ons
of the Hlghws.ybetween Ohlmaoun'l and Port LU,dlow
be improved under thePerm.ent IHghwa, &ot, a4
WFIlREAS the Pub11c Interet';,'. dem_ct the 1.-
r~:rov.men t ofaaid Oblma.oum Po:rt Lu.dlo. rOad, .
BE IT THEREfORE RE'30LVED tha't a section ot
thl. roa.d beglnnlnga.t the $o\11;h end of Perman-
Qt1 t IHgnwa., 10. 9 in the IE quarter of the II
quartf.l1' of seotion ;:'4 Townahlp 29 Worth Range 1
W8st and. :running thenoe southerly on. and. on.-
eighth ml1e. alo1)g the 'Ol'uU:a.l looa.t1on of the
pr.~H"nt X'<:lfA.d be 1$provs4under tb@ provisions of
tbe Permanent H1ghwa1 Act.
~tl~~
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A'TEST: 3.tt.fiJion 'eOllnty 'Ioal'd 01'
~. Comm18.1oneX'~
~<2/~ vnt/
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CONTRACT, PLANS AND SPECIFICATIONS
For
PER MAN E N T
HIGHWAY:'
N O. 1 1
JEFFERSON COUNTY
Port Townsend
Washington
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IN WITNESS WHEREOf, the said., 'e'on'ti1.,~:~!J!z;,~, :e~.tp;;,P'''~
strullent, and the said Board of County dd~1~s_ioner'~" of;'~.~Q'J~ij.~t:/"
pursuant to resolution duly ado~ted, has . caused ,this, 1n8trutle~'t' ._,1.
souted by and in the name of said Board by its Chairman. ~Ul1 .ttt.
1 ta Clerk, to day and year f~r.t above 'firi tten~ and the ,.13. of .a2.4',f
to be Hereunto affixed on the date in th1e instrument f1rwt above Wlit
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Foregoing contraot ..pproV'.4',~4 :~
ratified: .
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(SEAL)
ATTEST~
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$larety " ; ~ :..;:;;;.'>;~:
Attorney-ll1"'";faot;' ,',1,7,''''
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Clerk of said Board
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BOARD OF COUNTY COWUSSIOtIU .
'of JEFFERSON, COUNTY' :WASHIIQ'$'. ;t
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In interpreting these speOifiC&t1onsD the following defin1tion.
STATE~ The St&te of Washington
DIRECTOR OF HIGHWAYSg Direotor of Highways of Washington
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BOARD: The Board of County Commissioners of Jefferson Oounty
ENGIIUR: The County or Oonstruction Engineer, or hie duly authorlIUt4....t..',
tants, by whom all explanations and d.irections neoessary tor the ...t:"........ ~~:{"...
factory proseoution and oompletion of the .work desoribed in thee. 8,eo1tl"",'r:~:"f
cations will be given., .. '::
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OONTRACTOR: The peraonj/ firm, oo=partnerehiplI or oorporationc or &111 1....ful .:.\
agent of suoh personll firm, partnership" or corpcrat1on~1 con.t1 tutiDg en.
of the prinoipals to the contract and underta.king to perform the work b.r."~ilj~
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1n apeoified" '.:;'
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CONTRACT 8 The agreement between t he contractor a.nd the Oounty of Jeffere,on
acting through the Board of County Commlsa1onersp The oontraot s!tall in.. L
olude the accepted "Propo8&1" ~ "Plan." p "Speoifioa.tion8. and fJOontract ,,~
.-Bond-, also any and all supplemental agreements whioh reasonably could be ,j
required to complete the oon8truot1on of the work in a aubetantl81 and v~
acoeptable manner.
;~
?~~~:~:OP~~:d~ritten offer, or oopy thereot, of the bidder to pertor. thf .~
PLAWS: The officially approved drawings, or reproductions thereo!,'attaoh~ .;~
to this oontract.. '\
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S.'~OIFICATIONS: The direotions, prov1a1ons, and requirements contained ber.-'~
~A, together with all written agreements made or to be madet pertalning to,l
~h' ~thod and manner of performing the work, or to the quant1tie8 and .
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~u..lltlee of materials to be furniahed under the contract
QQNTR40T BONDs The approved form of seouri ty furnished. by .the Oontra.otoz .. .';
"
111, .urety e.e a guarantee of good fal th on the part of the Contraoto7: to
,x.cute the work in accordanoe with the terms of the oontract.
LA$ORATO~Yz The laborator1es of the Department of
tor1.. designated by the Engimer9
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Highwa.ye or other labo:r.. ,:.'&~
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"MOUNT OF CONTRACT: For the purpose of a1fuding the oontract and deterJlillttrN
the amount of the bond, the lumb eum bid or the summation of th.pl'oc1~".>;)
of the a.pproximate qua.nt1 tle8, ehown on the pla.ns or ot1:18rwi.. et.,.4"" "
th'un1~~t~tP~~c;~eW~~;t~:.o~o~:~~:red the total amount of the b~d. ",,:;
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Open.1ng of, Proposals g
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Sealed bids for this improvements will be received by","
of County Commissioners 0 Jefteraon Ibunty in the offioe of the i~i.
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unt.11...:Ja .~ovo1ook ,I '- , at which time they will 1Ii'\
1101y opened and reado No bid. all be withdrawn or ohanged after th. t
for ~eoelv1ng bids shall have expired~
Date for Oomp1etion~
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The right i8 reserved to reject any and all propo9alQ~ to 80ceptt
the proposal or proposals deemed best for the County, or' to advertise for .:,:~
new proposals when in the opinion of the Board the best interest of the aouDtJt,'
..ill be promoted thereby o;~
PrOEO~al QuarantY8 ../:
4
/ The
fore-J..,J@.f=' ,I
.Rlg:h t~o Rej eot
work under the oontract shall be fu~ly.oompleted on or be-
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Bids~
A oertified oheck made payable to the Treasurer of the Oounty of
Jeffereon for an amount equal to at least five per oent (5~) of the total
amount bid mat acoompany each bid as evidenoe of good faith, and as a gl.l~...
ant.. that, if awarded the oontraot, the bidder will execute th. contract
and gi~e bond, as r.qu1red~
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Each bid must be made on the form attaohed to these
p~1ye~Y of Proposals:
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speoifioation. .;~
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Each propoaal or bid shall be oompletely sealed in a separ&t.
paokagt, addressed to the Board of County Commissioners of Jefferson Oounty,
w1th the name of the. improvement for whioh the bid is submitted plain4Y .rl~
OA the outside of the paokageo
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~ rrai', ''ta.te he c'or.l' ' . 'W.,! " ..
tb, name, ti tle', ,and address of the of'fiou having aut.boxl ty .~'
1.-. to sign cont~a.cts 0 'l'he proposal sball aleo '0.'0.1' ~)i., '~ltt,(l..:::J
oration, attested by 1 ts sJCcretary 0 Anyone signing the pr'QPos~ v".
must f11e w1 tb it legal evidenoe of hie authori ty to do .00 pc'*tfl' ~
address, county and etate must be given after eacb, Q..1gnature. ,!'o~,2~f.
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IRREGULAR PROPOSALS: Any om1ssion of prices on items al'.lown in th.".:~.,..)_
forms, or any addition in writing to the form of the bid, or any'eOh.~ ,*~
11m1 tation, or provision will be liable to r~nder the proposal i~tf~~ ,'"
a.nd to cauae 1 ta rej eo t101lo The oontraot sha.ll not be filled inun1s11'"
after the awardalo .
, I
CONTRACT: The contract will be a I)nt'f :ftJc..e. contract..
EXAMINATION Or CONTRACT AND SITE OF WORlg The plana show the looation aad
length of the highway to be lmprovedo Bidders are required to read and .x~
oare!flly the plans, specifications, contract and other forms governing
the work embraced in this 1mprovemento They must satisfy themselves b1
personal e xam1na tion of the 8i te aato the nature of the work and as to a.11
oonditions affecting the performaace of the contract. It is mutually ..~.~
that submlas10a of a proposal shall be oon.idere~ prima faoio evlde~o. ~h.I'
the bidder has made suoh examlnationo Profe..ion of ignoranoe regar41al
the requirements of the work w111 in no way serve to modify the pro'V181Q..,j~
of the oontraot,,' t'
llATERIAL SAllPLES: Before any oontract 1s awarded, the bidder may be require"
to furnish a oomplete statement of the or1gin, oompoaition and manutaotu.'
of any or all materials to be used in the oonstruction of the roadway, to-
gether wi th the samples, whioh samples may be aubj'eoted to the teats pro-
vided for 1a these specifications to detnrmine their quality and fitn...
for the work.
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EXECUTE CONTRACTg
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Upon failure to enter into the contract and furnish t't':J
bor1d with twenty (20) daY9 from the date the notice of a.ward is muop ,\
Oertified. check acoompanying the bid will be forte1 ted and :the cheek .~;, ,
c.,hed and the proceeds PLid into the Road and Bridge FUnd 9f the Oonau,. .
E.t1mate APPROXIMATE:
All
e.t1mate of t\"1e
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quantities, olassifioation and ammounts aho~n 1n the Eng1A.e~~~
work to be dono~ are understood to be only approximate. '~
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SCOPE OF THE WORK
INTENT OF CO NTRACT 0 : '."0
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The intent of this oontraot 1s to' presoribe a. complete wort 01''.<\1
1mprovemen t which the oon trao tor undertakes to ~o, in full oompliance w1 th' ,~
the proviSions and requ1rements of the contracto The Oontractor for all ,or, i
any, part shall furnish all la bor, materials, toole, eCluipment, traneport..t10...';~
neceSSal'y supplies and incidentals required. to make each and every 1 tell CO~,>~~
plete as contemplated by the oontract. Any deviation from these req~il".&e~t. ',~~
muat be st1pulated in, the special provisions of the spec1f1oati,on'h, "':~
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SPEC I AL WORK: ' .~
Propoeed construction or requirements not oovered by the ataa- '
dud specification 11'111 be covered by epecialprovie1ons and shall be per-
tormed or complied with by the oontractor ae herein provided~
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INCREASE OR DECREASE OF WORKg
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The es t1mates shown on the plane or in the all' cificatlo:l1e, th.,>":~
*pto1ftoatlone a...'1d ttle plane, are intended to repreeen t the work to b. 4Q..qt(rr~t.:'
Vu. th reaer'\'ation of the rigbt by the oounty, by resolution of the B~~, , " ,~"';:
..,proved by the Direotor of Highways, to 8,1 t,:er t,he grade line and a.11~.1'*'
()~ .1 ther, a.nd, to inOrease or decrease tbe qUan t1 ties of work 1.8 ,p.Clt:j;.;\~'
'br thi. oontraot or any part thereof J and to order the J8 rform....c. ~t ,"l:,~
&l work btyond the limite speoif1ed by this contracto The contlM'bOr .,.~;:~\
,r.:tora all SUCh work in quanti ties addi tlonal bo or less tban tho..<<.;.~i",'
'D, tbe plans or speoifications as the Engineer m~y d.ireot, ..1 th.t .1thll,'..'..""j
'.,oa4 th. J.1Dl1 ts speo1fied in this Qontraot'. ' ..!J ;- t,' ,>
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h. shell be oom;en~~t.4 th.rei'ol". as. e1.ae.wh~r:.' ..prdvi'aSa: '11 ,; :',
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CONSTRUCTION AND MAINTENANOE Or DETOURS.~ .',
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The Contractor shall provide and maintain at his own .~...,~
passa.ble oondi tion suoh temporary highways and. br1cig~s for two-.a.'f t~_ ,',;.. "
as may be uecessary to accommodate the traffic d.iverted from th.e roJ4_'~;.':i~;\~',
bridge undor Qonstruotio. and shall provide and. ma.in taiB a.t his 01fa .1'....:. ~!:,:,'
. 't - ,).1
i. .. safe condi tion tempora.ry approa.ohes to and orossiag of intu..o~~~". :. 'I~
highway. exoept that the Contractor will not be required to build' sad "1.- .~
ta.1. temporary detours around bridges, where suoh'bridges are more th".'~
twenty (20) teet in l.engthll :aor a.round a 9 lo.ed.. seo.ticR of highway hav1as ,~~t
.. length of more th... 500 fee.tj unless suoh detours are provided for in the .~~
epeoifloat1o.s or on the plana, or ordered in writing as force account bJ '~
the Engineer 0 Detours oaused by the operat1ons of the COlltractor 1. ..ou.rlq~i
8urfaoing material ahall be main-taiaed by the Contractor at, hi'. ow. .xp...., "~~
reg&rdleii of the length of the Detouro [
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REMOVAL AND DISPOSAL OF STRUCTt~S AND OBSTRUCTIONS~
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Where the Contraotor is r equ1red to, remove frQm the Right of 'a,/)'
buildings, fenoes, punoheon, telephone and pper Jl(jle8~ 1rrigatioJl. flume', , :~
or other structures not constituting & part of the roadway, and the remo.&1. ~
of whioh is not elsewhere provided for in t~es~ epeoificatioBs or the p,l.,..Fj
suell work sha.ll be done according to the Engineer e s 1nstruot1oBj and Pat4t...~
as provided under the clause covering "Foroe Aoco'unt'" :' '." .,\,/,~,:
In the caae structures canst1 tut.ing a pa.rtof the roadwa1.p, 8t.iO~ " -'.
as existing oulverts or bridges, are ,required to be torn out a.nd removed". ':" .~-
suoh work wll~ be oonsidered as inoidental to the str~otures whioh replaoe
the ones removed and will not be paid for separa.tely, i::lJ1d oompensa.tion tor
their removal sha.ll te ::"noluded in the payment for new stru.ctures, uale..
otherwise epeolfioa11y provided in the Speoial Provisions, or' 'on .the pl.... ",
Usea.ble materJal shall be piled. in ne at piles along the edg,e" of the RigA", ,'~;
of Way as d1rect~d '')y the tngineer and shll remian the property of 'ti~':"~~"~
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UI; or MATERIALS FOUND ON WORK:: . : :/'it'~;>li
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Upo. the approval of the Eug~Jleer, theOon trac tor may... ., <" ,"' ~!}~
stOA'. gra.v.l, sand or other materials whioh may ooour 1. the r.ttu1.-r:'.rdl
.way exoavatlous, or any timber re~oved in making the lmprove~nt, no."", ,.,:
h.r.1:a otherwise provided, or any existing 8.tru~.turea tnat' ,are to b..~;' "
~r'ov1ded that these ma.terial. are su1:t&ble for "'d, required ,1>>. tn,,'; ,.-"
",olume of exoa.vated ma.terials so ue'ed shall be deduoted tr'oJl, the q'
~oll""1 exoavatloa0 " "', "..' ' ,.',
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of by the Ocnlttaoto-t a:t hi-a' '~wn' exp.Ji.a.'o.... ;',. do 'r, ~r,: 'C'" ,
immediately }l" lor to oompletion' of the WO~kll shall uat),y. cUes. ......, .',. ",
' . ~""",''''''
all work, 1ncludiDg ahouldere, ditohes and elop'lg aooord11LgtQ t:n:..:i'::.",.
d1rectioa and shall Gpe1l up aad olaan the 1lllet. ud outlet, of oUlv.r*~'~\,.
&ad leave everyth1ag in a near and orderly oonditio.~ ' '
CONTROL OF THE WORK
AUTHORITY OF ENGlNEERg
[
It is tillderstood and agreed by and between t he parties heretO ':,'
that the work inoluded 1n this contract 1e to be done under the direct au-Plt-,':;.
vis10n and to the oomplete satisfaotion of the Engineer~ or his duly a~tbor.~.
1zed representatives, and that the de01a10. of theEag1neer, subject to t~ '~
a.pproval of the Director of Highwa.ys, as to the true constl"Uotioll and me_tac.' ,;~
of the contraot, plaaa, spec1fioatioal and eat1matei, and as to all quest1oa.\
arieiag as to the proper performanoe of the work shall be f1_'18 Th.
E_gi.er shall determine the unit quantities and the classifications or all
, work doa. and materials furnished under' the p~ovisio.a of the agreem..t, ..4
hi, determination thereof shall be final aDd conclusive and binding upo~ the
Con tractor 0
The Engineer shall decide any and all quoltioRe whioh may arla.
as to the quality or aooeptability of mater1als furnished and work perfor...
and as to rate of progress of the workB and all questioDS'&s to the aoo.p.
.tabl. fulfillment and performanoe of the oontract on the part of the Coa-
traotor and &s to compensat1oBo
NothiJlg vonta1ned in this seotion or in this oontraot shall be
oonstrued as requiring the Engineer to direct the method or manner of per-
forming.any work under this oontracto
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AUTHORITY AND DUTIES OR INSPECTORS z ,::~~
The Enginee-l' ma.y a.ppoint assistants to 1nspect all Dlater1al.. a',d..'~":~~
and &11 work doni" Suoh inspection may extend to any or all par.te ot 1sh. ....tl,~,;t,'i
lad to tlle prepa.ratioD of manufacture of the materials to be usedo TJ:)....t~,;:i;~
tanatl w1ll not b. authorized to revoke,' alter, enlarge or relax th. pi.~, ' ':~-j.,;
vi.to.. ot these epeolf1oat1onso All assistant is placet on the 1tOrt to ",; "','f~:~i
the Aeo.ss~ry lines and grades and to keep the Engine.r i.formed &S '" "~:'", ",:,/'
f>logr... ot the 'Kork 8Ild the manner ia whioh 1 t 1s bliGI do.ej &1,80 _ 0" 0': ');;,
,~. .ttent1oaot the oontractor to any infringements upoa plaaa" oX' .peo', :'..'
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',; ,.,,;,,~, '~"r.l.j)t'6\t, 'a..'feo't11Te material aad to eUI,ead. .a-r. nd:"
.' ,,_' .,'.Ij"'r't dtne, subjeot t& the fial1 decie101\ ($)f the ,E1\I~"'~",~
;'.\~:w:~,': ~ .:i,:~~~"1l will ezeroia. suoh add! t10llal authority .. mal fro. tlm. '..'~~:
I"~ :lfj' ,elBTJ,,?ially delegated. to him by the Englaeer 0
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The approved plana will be supplemented by suoh working dr"1n8.~
&8 are necessary to adequately oontrol tbe workG It is nutually agreed ".t,~
all authorized a.l teratlons affeoting the requirements and information ;i...... -,:~;.
on the approved plans shall be 1n wr1 t1ngo ':!.,
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It i6 a~so understood and agreed that the Enginaer ma.y furni'h'i;I-i;~
to the Contra.ctor suoh additional plans and expla.na.tions, not inoon8i.~.n"'i~
w1 th the pllrpose and intent of the original plane and speoifioations al .Ud "'<,j
Engineer may deem ne08S88%t. to detail and illuetra.te the workj) and. that 'heti
Cont,ra.ctor shall confo'rm to and a.bide by the same" , }~
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'LANS AND WORK DRAWINGS~
Working drawinge for any structure shall oonsist of such d.t"11.4':~
plans as ma.y be required for the prosecution of the work and which a~. not 1~~ill
eluded 1n the plans furnished by the Engineero They shall inolude .hor,.4....'.,i~~
tails, ereot1on plans, masonry layout diagrams and bending diagrams fOf r'~I-rl'::
foroing steel, approval of whiob by the Engineer must be obtained beto,:r~_,,~:t
work 1n1'olvi ng these plans sball be performed. Plans for orib8D oOffef~., ",i~jj
falsework, centering and form work may also be required and 1n suoh c..... , ' r :'~~
ahall be likew18e subjeot to appeval, unless approval be waived by tb~1b.e1~~1
. .,. . '.'.(4
It i6 expressly understood; however, that approval by the Eng1n.o~~
of the Oontractor's working drawings does not ~elieve the Oontr~tor.ot,Bnr ;~
respone1bili ty for aooura.cy of dimensions and details, or for mutual a.gr..ell"-::;
ot dimenaions a nd deta~ls, It is mutua.lly agreed ,that the Contractor 8h~1 be'.:
. responsible for agreement and conformity of his working drawings witb the
approva4. plans and. spec 1 f1ca.tions~
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drawings w1~1 be cons1d.e.." '. "i,'::~
items of work, and nOad4~'$~
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The Contrac tor w1ll 'be governed 'by suoh lines, grades and. .6'.t\~::
"otions a.. may be gi<ren by the Engim at' in 1&y1,ngout the work and. 'b1 1jh.'~{~~::'
"I,lnter" determination ot quanti ties of work performed. " "'.; ::~{",~,.;~j!
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Tbe cost of furnishing all wvrk1ng
ae inoluded. in the prioee paid for the va.rious
allowance will be maJe thereforo
OONFORMITY WITH PLANS AND DEVlATIONSg
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, " faE:~~~';':l~' ell oae'$i"'eh8J.l' o'6nfo'rm-' .i th the "linea, , g.l'" _
'tiof16a and dimensions shown on. the plane or as staked by the Eng~ll.t,
rOad....ay on ourv'ee shall be iuperelevated and widened in aocord~~;e:,:.
atandard 'plans for superelevat10n and widening~ Such oth'~~"l~~~i~F~~'""
the approved plana and working drawings as may be,requ~1f~4'~;.l:>~~!'tn'~~ ~.x.~,~ ,':J
ot construotion, shall in all cases be determine<:!: by,'the Engineer SQ.~ a{t\]J'
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lzed in wr1t1ngo .
COORDINATION OF CONTRACT, PLANS, SPECIFJ;C.ATIONS ANn ':SPECIAL PROVISIONS.8
The contract, the apeci!icatio~$D 'the plans, the special pro,i~
sion., and all supplementary documents are essential parts ot the oontract .
and - requirement ocour1ng in one 18 as binding as though oocurlng, in all.
Tbar are intended to be Oo-operative, to deeoribe and provide for a oomplete
work~ Plans shall govern over specifioations and special provions shall
govern over both specifications and planso
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Any work or material that may have been acoidentally omitted in
the desoription of the work, but which 1s clearly implied., shall be f'urn1'.hec1
by the Contractor as if it had been specifioally stateclo In 0&e8 of dis-
crepanoy of any plans or drawings between the scaled and figured dimena1ona,
the figured dimensions shall governn In case of discrepanoy between estimat-
',;1
ed quantities and al10oation of work or materials on the plane or in the
specifioations, or in oase of ambiguity of expression in the plane or speo-
ifioations, or doubt as to the oorrect interpretation of the same, the dec-
1sion of the Engineer shall be finalo
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COOPERATION BY CONTRACTORg
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A Bet of approved plana, specifications and special provisions
and authorized alterations will be supplied to the C~ntractor and these mu.t
b. kept available on the work at all timeao The Contractor shall. be present
ei ther in per.son or by duly author1zed representa.tive on th,e 8i to of the
york continually dl~ing its progreeso The Contraotor or hie representative
shall reoeive from the Eng1neer all explanat10ns and direotions neceseary . .j
for the oatisfsotory preseoution and oOlllplet1on otthe work" The Ccntre.o. :F
shall not oause any unneoessary delay or hindrance to other Contra.otors On.,.' ~,:'
the work, but he shall be required to COoperate with' other ContraCtor. 'to.' ~,~,
full e.t .xtento , ":'
CONSTRUCTION STAKES 0
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Stakes and markings ehall be set or made by the Eng1nee~i: ".,~,:"",:;":.,,,l'
line 8I1d grade, These shall be carefUlly preserved by the Ccntr,M1!ti!:i\:.. "\;\'
c"o. suoh stakes, markil1gs, or referenoes are oarelessly destroYedi,'~<i"
by the Contractor or h1s employees the expense of replacing the ..~&~
4.4uated from any monies due or to become due the Oontractor. ,J~~V
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1 ties at all times for the" , ,'D (!) ,
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a.uthorized representativeo The said Con:t"fl!' ':,!,;,~ n
or his authorized representative, without charge, 'sani," '\
in oonstruotion as said samples may be required, in Or4er: ~
of suoh ma.terials may be determlned.
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rtJRNISHING DATA: ;j~~~f:.",
The Contractor shall furnish the ingineer with such data. ~. \.4;;,',:
be required to enable, h1m to keep an accurate oost of the work ~s it Pi'e>clIo', ':.~~
greleeao We shall furnish a statement of the number and rate of pay of a11 ~.
laborere and teams employed each day upon the work~ al~o copies of all eq.u:1)-'",;' ,
ment end material b111s, or a statement in lieu thereofo sho'lling the amount '.;~"
of equipment and ma.terials received on the work and cost thereof, togethel' '1'
wi th suoh other information as may be requiredo ,;,~
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Defective work or material may be condemned by the Eng1neer any:~~
time bofore the fln~ acceptance of the worko Notice of euoh oondemn&t~on J
,hall be given in writing by the Engineer" Suoh condemned work shaJ..lbe 111-
mediately taken down or changedo Defective material shall be immediately
removed or disposed of to the sat1sfaction of the Eng1neero Failure or nel- ~
lect on the part of the Eng1neer to condemn unsatisfactory material or,r.e- .-
ject 1nte'1or workmanship shall in no way release the Contraotor8 not. shall
it be construed to mean the acoeptanoe of such work, nor shall the tinal, ' i',
aooeptancebar the County from reoovering damages in oase fraud was praot1oe4i.f
or tor defeotive work resul t1ng from the Construotor. diahonestyo '"
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REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORKs
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Work done contrary to or regardless of tne instruction of tho
Ens1neer, work done without lines, grades and crose seotion stakes being
ii~.n work done beyond the line, cross section stakes and grades shown on
the plans or as given by the Engineer, or any deviation from the plane and
speoifioations without ~ritten,authority will be considered unauthor1zed and
at the .xp.n.e of the Oontraotor and will not be measured or paid for by tbe
OQunt1o Any or all work so done may be ordered removed and replaced at the, 'r:~
Oont~aotOt'B expenaeo
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KtTHOD OF SERVING NOTICE~
Any written notice to the Contractor whioh may be
th... epeo1f1oationa 8&1 be served on said Oontractor, e1tner
b, mailing to or leaving same at his last post oft1oe address
Inilne$1" .
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Promptly after I tije aiU)t61al,;6f~ ~e2;~().;~;."
notify the Engineer of the .proposed sP~o.! Of $)J.pP1:y,;:" I. ,,'
furnished by him. At the ,opti'on of the Engineer the 8ourc,~ ~'>.':0
of the materials shall be approved by the Engioeer before 'the .,~ .,^
sta.rtedo Representative preliminary samples of the oharacter and~"
prescribed shall be submitted by the Contractor or produced fore~~ :"
a.nd tests by the Engineer 0 Only materials oonforming to the reClui.remiV, u ,~e:;~;"
of theee specifioations and approved br the Engineer shall be used in .t'ijf''':,~~
worko All materials 11" oposed to be used may be inspec1ted or test,d at. .., . ,.~
time during their preparation and useo If, after tria.l.j) it 1s found t'h~t', .,~
sources of supply whioh have been approved do nor furnish uniform prOduot. .~
or if the ~oduot from any source proves unacceptable at any time, the'Oon- .
traotor shall furnish aplT oved mateatial from other approved sources" No ./ij
material which, after approval, has in any way beoome unfit for use shall be .~
used in the work.
SAlLPLES AND TESTS g ,
All tests of materials fUDnished by the Contractor shall be made
by the En81neer in accordance with oommonly recognized standards of national
organ1za~ions, and such special methods and tests as are in use at the Stat.
Highway Department's laboratory, or as set forth in the special provisions.
Field teats of materials will also be made by the Engineer when
deemed necessary and these tests shall be made in accordance with standard
pra.ctioes of the Department of Highways of the State of W &sh1ngton~
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. Wherever reference is made in these specifioations to standard
teate or requirements of the laboratory of the Washington Department of Bigh- 1
ways, the Amerioan Sooiety for Testing Materials, or otherorganizations, the
reference shall be construed to mean the standards that are in effect at the
Aat. of these specifications with subsequent amendments, Changes or addition'
"... thereafter a.dopted and pub11shed by the organiza.tion referred to.
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All materials intended for use in the
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The Contractor shall furnish suoh samples of aJ.l materials '$.
are requested by the Engineer without charge 0 Material shall not be u$oA
un til ;1 t bas been approved by the Engineer" Samples will be seoured ani" :
tested. whenever necessary to determine the qual 1 ty of the materia.lCl .;:
Materials shall be de11vered on the work in advance,
Quanti ties &8 to afford ~he Engineer an opportuni ty to make t.e'sts
..ter1als are to be uaed~
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"O~AaE OF KATERIALSz
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DEFECTIVE MATERIALS~
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All materials not conforming to the requ1remente of 1;hoa~,:""
itioat1ona will be rejected by the engineer and all such materialswb., .
in plaoe o~ not, shall be immed1ate1y removed from the s1te of the work
LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
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LAIS TO BE OBSERVEDg /~
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It is mutually a.greed between the part1es hereto the whenever any ~!I
pa.yments or oontributions a.re req~11red under the provisions of Ohapter 74/) ?
La.. ot 1911 (Industt:1al Insurance Act) ~ or any amendments thereof, and;;~
Chapter 2g, Laws of 1917 (Medical. Aid Act) or any amendment thereof, and suoh .;~
payments or contribut1ons are due and unpaidv the' County may deduc,t and retai,n.';~I"
from any sums due the Contraotor hereunder the amount of such payments or OO"t
tribut1one, and pay the same into the funds created bp said acts for the b.ne-r-
fit of said Contractor" '::f~
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It is part of the public poliCY of the State of Washington t1+&t . .,i'\
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all work by oontract or day labor done for 1 tJ) or any political subdivial.ol). 'j
oreated by its law, shall be performed in work days of not more than e1iht (8)0,
hours eaoh, except in cases of extraordina.ry emergenoies oNo case of e~tr"" .';"
ordinary emergency ahall be construed to ex1st in any oase wh~"re other 1&1)" ':'!~I:"
can be found to take the place of the labor Whioh has already been employ.do ~0
for eight (8) hours in any oalendar dayo In case of the violation of the .~
proviaions of this artiole, the Engj.neer shall have the right to cancel th1. '~'
oontract by written notioe to the Contractor or to his surety or ita repre.en- ~.
tat1ve, and shall have the right to oomplete the work in the manner prov1d.d ~
hereinafter. ~
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The Contrac tor at all times shall o'llerve and oomply' with all t'el- . ,\
eraJ. and state laws, ordinanoes and regula.tione in a.ny way affeoting the O~I..i:
d,u,ot o! the work and shall indemnify an,:! save harmless the County q.1n.~ ..,<i
018.1118 arising from the violation of any suoh 18.w&1 ordinanoes or regUla's. ",'
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EMPLOYMENT OF SOLDIERS, ETCs
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IN THE EMPLOYMENT of la.bor 1n the performanoe of th1s OoJ1t~ .f.~
p'l't.r.nce sha.ll be given, other oondi tiona being equal, to honor..~,"'.' ~
Oba,..c1 .old-iere, sailors, and ma.rines, but no other preference or '(ft"."
t10n among 01 tlzens of the Un1 ted Stato& ehaJ.l be made" . 3.'kFL'
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~tt(li .ion 'such
t. oo~plY with the requirements and regulations of the
1Il4 of other bodies or t1"1bWlals having thereo'V"t:c-.' '.,.
oommlt no public nuisanceo
PERKITS AND LICENSESg
The Contractor shall procure all permits
ohargee and fees, and give all notioes necessary and
law!ul prosecution of the work~
PATENTS, DEVICES, MATERIALS AND PROCESSES~
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and licenses, pa.y ilJ.l , ~~{~
inoident to the due .4' ~~~
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The Contractor shall assume all liabilities for and proteot the ,
Oounty from any damages or claims arising from the use of any patented azt141._
prooesses or devices used in the execution of the work; except that the, '
Oounty assumes the responsibility of defending any and all suits brought for
the 1nf:r1ngement of any patent claimed to be infringed by the design, type
of .onltruction, equipment or material provided for in plans' furnished the
Oontraotor by the County, and to hold the Contractor harmless on account of aal
'\lite 01' olaims for royalty b.aaed thereonll unless otherwise speoifioally prowi.
'UBLIO OONVENIENCE AND SAFETY~
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The Contractor shall .t all times conduot the work in such a .~,~:
... to insure the least oBstruction and 1noonvience to tra.ffic practioable. ,. ."
1.t1ng traveled roads adjacent to or within the limits of the improvementsb.~~
b. kept Open to)' and in good oondi tion for traffio :t>y the Contractor all tli., '~;~,
tim.n Where the grading operations are on or adjacent to the existing taavel"
wa7, the iradelaould be finished immediately after the ~ough grading i8 oom-
pleted and the surfacing material shall be placed thereon as the work pro-
IreI8e.~ The Contractor shall not open up sections of the work and leave
the. u.nfinished but he shall' finish the work as he goes, The Contraotor shall
80 oonduot hie operations as to have under oonstruction no greater length or
amount ot work than he oan prosecute vigorously,
BA~IOADES AND WARNING SIGNSs
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On all improvements the Contractor sha.ll providep ereot and .a~n"'l' '/
tain ..t hie O\'9n expense all necessary barrioades of suffio1ent strenght tQ~,
the putpole intended, sui table and sufficient lights)} danger signaJ.s9 .4 "':~
811'41 and shall take all neoessary preoautions tor the protection at tb_ ' ~,;~
work and.' eafety ot the publio, Any part of the work damaged froll traff14 '~,.\:~
othe:r O&.utt8S, oocuring prior to 1 ta o.ffioiaJ. aoceptano'e shall be rel4"9~4,:. "~~
",4 .a4e iood by the Contractor at his own expense in a manner satl.t~;lo~J;.~{.
"'''. Jnerine e r o.~'~.:)
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PROTECTI0N AND RESTOqATION or PROPFRTY.
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The Contractor shall adequately proteot and preserve from damag., :~
deatructton and interference with the use of all property or ita appurten-::'~
anoes, on or in the vi(Jlnity of the work, the removal or deatruot1on of wh10h ,\~~
18 not ordered or provided fro under 'the contracto Thie app11es to publio ';1
utilities, treesll monl.lmentR'i p1pea" oonduitsp underground struotures, cul'Y.rt..~
br1dgeeD fencea and property of all descr1ptions Wherever suoh property 1.
dWIo'1.gedp del; t.r.oyed cr' the ~.~ae thereof interfered Wl th~ due to the op"erat1onl
of the Contractorp it shall be immediately restor~d to iB former oondition by
the Contractor a.t his own expense~ prov1ded" however, that notioe by the Oon-
tractor in advanoe of beginning work under th1s contract, to the ownsrs of ','
publiC utilittes whioh OOC1lPY the Right ,Of Wa.y of the highway, shall be 001(.... <,"1i'
a1d.erec.1 compliance with the provislons of the paragraph with respeot to tb".'.t
u.tl1it1es oocupying said Right of Wa.Ye ,J.
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In pass1ng through private property the Contraotor muat k..P up' ]
at his own expense suoh tempor'ary, fences as shall be neoeaea.ry for, th" ., ,2:,',',.,.",',',...,1,'.::
ervation of the orops9 and protections of the property, a.nd the OoatrM''''' "':~
shall be 1 iable for any or all dama.ges reeul t1ng from .. non-oomp11InC' ."1h "~!;!~
th1 e rt:q.u1remen t:r"
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The Contractor shall a.ssume full 11a.b1li ty to end re1aWr.. " >/rt~
ownefs of property or ita a.ppurtenanoes on or 1n the vicinity of th,. ....::;:, \'
i::lUY oas~ coat, 1njury or damage whatsoever that may be suttered. 10,..' .CM' .,'i.
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H,_ t "l ~ r ....ll '~p:lr' 'V!" q1 L''''\tv ....r" J;' ":"''1)'' ..a sur"ty, tla.1d bond to '-'''I
.. l' c,,)1 1'\1.., .in ......; i>~ __ aUlD 01 10.\. 11'9 _ WcO'U'lt 0:: the" oontrnat,
1\ '1 ,''', ,',._11 1(r~,. ();f th1",.. "".1.....0 rsh&.J.l be fa111ru11y J;..ll'
'UP" '. l' ~h ., i" ~ U~ 1:...1b u'L7"....V 11 ~c 11'.l_ i I -,dl ti-n1. ..Ihhl1. ind,ulJl\l 't..
~ ~~ tin .. _1/ >A..~" H..l -.I:r: i "il "ct dWu.;:>I' J thut "h'\ll be au!!c'red nl'
111. J. ~ilJ r'~.~r A ;er'_\Il. \1 prf)ptJrty (Jl r' lL ..'\~ carl"ying out JJf tn.'
.. Ii" 1'l t il .0\0' .r ~nll:.1 t1 ')n~d Co.., !<,1.1.11''1CL by a.ll peraon6.\rho
" Ll...]' lJ.'l...,,!- lJI- 1 .Ce>t,tL" .....1.u~ ...Il.c".!l1u.t~rl111 men and.
.1 t" ~ 1':' J'v.rlr "'llt!h ... . Ull (,.... VlJl'~ H ~t' J ".(;ontractO].I,
.,- 11, {' tr.. O(l.rIY~'~~ (I fl 1.1'" l1/c,1.'ko If the BClt1.rd.
'\1 110" ..4, ,," liBel ;'1 ty un } llcl 11.)},d 1)1,,~ becomo lmpa1:roCJ,
..JU:1 J.'~ ,~' lr:J . .l'ff.oi'lnvlI loti lUY :reql.lii."C'l the Contre.Qtor
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lit _ .J T v~ , t' l' 1; lL.. t 1/".\ be ....1 tJ ered by lih F.ngine':\r. eh,Sl~l be a.t the
.l .. U(lntJ.ic,", 1.1~1~.D tne enttre l.:1lp"CtVewdnt ~ha.ll have been f1n~~;:
... hi t 1. !., ..p.. .I.mant ,}f titgh';IC'YB[\ &'''ld any J.i.l'U.'l.2:i~ or ).,,1.1,), whethor
['~ ,( T 'I ".": ,.mep t r, f:rOID a.ny Oth...l 01_1 ~ltl ,"hh.t may occur or rl').
t. I L"I~ ...,.1... wy ..,.rf,t o,,'i'm a~~n..Jl i repQ,ir or reflc.1.oement ot,
t ~""f. ~ 1..1--: t, t.,..."', t"I~ t ':L{ ~ of .....1(\ 1dlpt )v....t.e11t, shall f~l~
_...b ~ntJ(' 'by .,..,1....... ~. 1 ('....o;rc.ct.v u.t ..i:lr' 01."1 ~"-p~n' t
..
.'....1 ~..)"ItTt.It.t{ I ". '."Y e"",~.:t.mlll' 'rL'l rjl"<31Hinl1H.l11ty hnJ J.tub;\.lt t)t
'I:" "A:.:r ILl":'Y :....("'111t, I.L1r;;.l}lily ~n 1nG1 ir ~ly f"")m tl'l.'" m~~hod. (I.'
~.,.'" ,., II ~ wo~lt ..ll~tr th1"l C't.in40-,_.J t_ rt.gl".l'dJ ..(JI of \lhethur I.Ld Ql\.":l.t
f." uf'!:.,l ~ genu( (')~ thf~ (;01 tI ~lllrlI' or no'\.,
c..... ,.
....1
:: 1.. 1 .~, ',' TitJ.~1 ("'1~""'~Q~ 'L";J ~
,
.. .. "t
'fh "CJnt-rIC~')" th'l.:!.J :lot '~t. 'a.JF'~ '. OI ....ransfer tbi.. copt*'
t tJ:.\.J. in r any ~a.rt tl.ereof" hit.,Ll..:lut th., ~('\naent in ,;'ltj'O&
. t. 1"..
t'
.).
reej';@,f 'abalX
, ".. :,.:e '~b" \1 'E)h'traotor shall be cons1d~rea, ::'
"~,, ~.' n'trabtor and .the la.tter shall be responsible for all ft~' "
fu~n1ehed any 1ndebted?ess incurred by suoh agent~
'OPENING OF SECTION OF HIGHWAY TO TRAFFIC~
.,' ;'.j~~
1\ ~ _ \
~ l.j~ .
"
The County hereby reserves the right to make use of any porti...,
ot the work before the oompletion of the entire oontract[, wi thout inve..J.14at~"
the oontract and without oonstituting acoeptance of any of the worko
RIGHTS OF WAY
.1.1!
,All rights of way for the roa.d ahall be provided by the Oounty r'lI]!
without cost to, the oontractor. It is understood a.nd agreed by the contr,"t- ::~,i'~
or.. that, if 1 t should appear at any time that the County has not acq,uired "~
title to all of the right of way and lands necessary for the performance Of ,~
the work under the provisions of this agreement[l the Contractor waives &n1i~
and all claim for damages against the County and 1ts off1ciersg whioh the '~
Contra.otor may suatain by rea.son of any dela.y in the performance of said work \'J'
'~
oocasioned by the failure of the County or ita officera to aoquire title to ,~
any of said. la.nds or right of wa.y, but tha.t the date for completion will be ::~,
extended. a number of days equal to the period of such delaY,,"';i
NO WAIVER OF LEGAL RIGHTS: ,;I,~
, Should an error be disoovered in or payment of unauthorized w.~t ":I-~
be made by the final estima.te or should dishonesty on the part of the Oon- , >\-
traotor be disoovered in the work the oounty raserves the rightg a.fter thf . \:lfi
final payment has been made, to olaim and reoover Qy process of law, suoh 8UU'~i'
&8 may be euffioient to correot the error, to reoover the overpayment, or to J
make good the defects in the work resulting from the ContraotorOa dishonesty_ '
PRESECUTION AND PROGRESS
PRESECUTION OF WORK AND TIME FOR COMPLETION;
. '.i
, If!
The Contractor shall begin work oalled for under t hie. agree...nt
11'1 thin ten, (10) days fro. the date of this contra.ct and sha.ll diligentlY'",'~;
pr08eoute the same to completion in all parts and r equiremen ta wi thin llh.. .t1Wffi
, ,-' "_ ," . ".' ,-\l.'~
specified. PROVIDED, however, that the Board shall have the right, at~"l.:;:~~r
de.oretion, to extend the time for completion of said work 0 , No luch .~,...;t.~'c
.hall be Vi-lid unless the same be 1n wri ting and s 19ned by t:be Boa.;4o. "A~ ' '<~':.
re(}u.ats for an extension of time must be in vrri ting a.nd be aOCQ.Pdti..'.;~;(h~
t1\. "r1 tten oonsent to suoh extension by the surety on the bond. Of, '...,OM..",: '
,r ," .', i'>f.:'i:<:<'~:
. ... ",. . ,,;:. ,..,,,, u: ' .' <~;;j;J!:' ,,\i 2t~ j~!~iJ'
c' f ,\ ,', L.,;," .,~'i':'~'..~i;r,'{&~1&~.t~ii;~:<,\,t.;1):;,{.:.;;!;j~i.~:~'J%,~Jlk~~~~:~1..'>tL:
SUsPENSION OF WORK:
, '..:;'~ .
The Engineer ..hall ha.ve authority to suspend the wor~ o~.;''.'
of unfa.vorable weather oonditione, or any other oondition wiob in th~'<.'. .
ment of the Engineer'ma.kes it impossible to seoure first-class result'Q. ~.
oontractor .hall immediately reapect the wr1 tten order of the Engi.n~.r 1;~\;r
p.nd work wholly or on any partioular. sectlon of the road. It it beoome. M
e..ary to atop the work for a prot:l'&C ted perioc111 the Contraotor ehaJ..),. t ak....
every prec&ut~on to prevent any damage or unreasonable det.r1oration of th..
work d.uring the tim, 1 t i8 cloled .do1'tD~ The Contractor shall no.t mak. any
claim or demand for damage by reason of such aUlpensions in the workv bu~
the date for completion will be extended by the period of aue sU8pen.lon~
The Contractor 8hall not suspend the work wi thout authority in "ri ting !:o.~
the Eng1neero The work shall be resumed when so order,d or approved in
writing by the Eng1neero
UNAVOIDABLE DELAYS~
,Snould the Contractor be delayed in the presecut10n or oomple-
tion of the work by the act, ~egleot or default of the Eng ineer or of any
oth.r Contractor .mployed by the County upon the work, or by &DY damage
cau..d by fir. or oth.r oasual ty for 1h ioh the Contraotor 1. not re.pon-,,~
sible, or by oombined &Otion of. the workmen, in no ..ay oau..d by 0.1" f...1.~~ ,;'
ing tor. d.fault or collu.ion on the part of the Contractorp then tn' tim. ,~
h.r.ln ..t for the completion of the work shall be extended for a p.:104. ,
.quivalent to the time lost by reason of a.ny or all of the oaus.s af01>.....l-4.
whiOh ext.nded. period ahall be determined and fixed by .the Engineer, Who..
det.rmination shall, be f1n&1, but no suoh &llowance shall be mad. unle.. ..
olaim therefor 1. preaented in writing to the Engineer Within ten (10) daye
alter the ocourrence of such delayo
F AlLURE TO COYFLETE WORK ON 'II m: 8
T1me for completion of the work a.s provided by th18 oon..trac~ 1:.,"
14m1 tted to have been suffioiently a.dva.noed so as to allow reeul ting b.n'~J~\,.
to the oontractor from earlier oompletion of the workn Time" thetetOt.~ ',~
b. of the eeeenoe of this oontract and the Oontractor doe s herebby ass-...~"...
return that,. 1n ca.Sft the Contractor shall fail to complete tb1. oontr",;t "1 ,
l\A4 at the time herein men tioned, or by a.nd. a.t such other time t.o "bt." ....;
p.riod of oompletion may have been extended, the Contractor w111 pl.'), .. "
do.. her.by prom1se and agree to pay, to tt. Oounty, as 11ClU14a.t.",~.,,:
,h4not tq be o~a1mec1 by him &8 a forte1 ture or pena.l ty, the .UIl ol'j..~: ' ,~~,~~
..11a:t. ('0.00) tor eacb and .,..r,. d&1 whioh ma.y elapa. betw..u 1Ill~.,~:;\; "
. . -,';':. '." -:. ~:;.~
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, 61'121'8 'and direc t tb.. 09:' iie ".-h.
the lame from the amount due or to become due the Contractor, ~ti .:~. "-
tractor does further hereby agree that any suoh deductions or p.rwe~~
any paymente made under this oontraot shall not 1n 8Zly degree re1'''':,~, :"'.,
Oontractor from the furtherob11gations and 11ab11 i ties 1n respeot 'to the' :
fulfillment of the entire oontract..
AB!JULMENT OF CONTRACT ~
Should the Contractor at any time refuse or negleot to supply .~
sufficienoy of properly skilled workmen or of material of the proper qua11 t1 ':,
or fail in any respeot to proseoute the work wi th promptness and d.111genoO, . '~:'
or fa11 in the performanoe of any of the agreements herein oontained, the
Board may at their option, after giving three days written notioe to the
Contractor9 provide suoh siff10iency of labor or materiala and deduot the ~
cost thereof from any monies due or thereafter to become due under thie "J
oontract. If the Board shall oonsider that suoh refuealp negleot, or fa1lure
18 suf1'101ent ground for the following action, they ma.y be wr1tten notioe to
the Contractor and his surety or his representative, or, if the Contractor
abandons the work undertaken under this oontract, the Board may at their
option with suoh written notioe to the surety and without a.ny written notic.
to the Contraotor transfer the employment for said work from the Contractor
to the 8uretyp Upon receipt of suoh notioe such surety shall enter upon.tn.
premises and. take posseslion of all materialsg tools and applianoe. th.r.eon
for the purpose of completing the work included under this oontract and em~
ploy by oontract or otherwise any person or persons to Ani8h the work and
prov1de the material. therefor, without termination of the contiD4ng full
foroe and effect of this agreemento In case of suoh transfer of employmct
to 'Guch surety, the surety shall be paid in its own name on estimates cover-
ing work subsequently performed under the terms of this oontract and according
to the terms thereot.wi'tbOllt any right in the Oontractor to make any olaim,
for the .ame or any part thereofo .. In lieu of the foregoing, if the Beard
may eo elect, they may terminate the employment of the Oontractor for sai4
work and enter upon the premises. and take posses8ion of all materials, tool.
BDd appliances thereon for the purpose of oompleting the work inoluded. una" "i;;
this oontraotg and employ by oontrao~ any person or persons to finisht.h..,.9~*~~
and provide the m ateria.lathereforD In caee of disoont1nuanoe of emp1Q.t.j,~~;c;~'
by the Boa.rd. as &fore88,1d, the Contrao,tor shall not. be entitled to' r'c'~~'1:',:A"',~ '. ~<~
further any balanoe of the amount to be pa.id under ~hia oon,raot unt~~ ~~~J~1~')'
work shall be fully finished, at whioh time, it the unp&1d balano.e.ol.' ,,:<
amount to be pa1d under this oontract shall exoeed the expens.es iri.o.~;'.~:'
Board. ii f1nishing the work and all damages sustained or whiO'b, m~f",~r.:'"
by the County by reason of suoh refusal, negleot, fa.ilure or dil(:pCi):ri;t;,
employaatg suoh ex08S8 shall be pa.id by the County to the Contt":,"ii.'
suoh expense and. damages shall exoeed the unpaid balanoei the~p'
surety and each thereot shall be jointly and sev.raJ.+li.~~e. '.
County, and shall pay the difterenoe to the County Tr.asutfl~, !
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Inoompetent. 08.%ele8s or nt~J1gent employees or agent6-1l1 ["
forthwith dioharged by the Contractor upon the written request ot thn Engl~
eer, or hie authorized representative, and failure to oomply with suoh re<
quests shall be sufficient grounds tor the terminat1,on ot the oontracto
MEASUREMEN T AND P AYllENT
UEASUREIENT OF QUANTITIES~
The determination of the pay quantities of work performed unde~
the contract will be made by the Engineer based upon the lines, grades and
crOS8 sections given or measurements made by him or his assi8t~t8o In com-
puting volumes, the method of average and areas w111 be used tor excavation
and embankment. Oorrections tor ourvature will be made where deemed advisable
by the Engineer. All items will be oomputed in the units in the proposalp
aooording to well recognized engineering prinoiples, and no looal rules or
ouetoma sball govern. No allowance will be made for work done or material
placed outa~d. of the lines indioated on the plans not ordered by the Engineero
SCOPE OF PAYMENT:
The Contraotor shall acoept the oompensation, as hereimprovided,
1n tull payment for furnishing all materials, labore tools and equipment neo-
...ary to the oompleted work and for performing all work oom~..J~ated and em~
braoed under the oontraot~ aleo for loss or damage arising from the nature of
the work, or from the action of the elements, or from any unforeseen diffi-
oulties Yhloh may be encoumtered during the proseoution of the work until the
final acoeptance by the Direotor of Highways, and for all risks of every
description oonneoted with the prosecution of the work, also for all expenses
1.nourred in oonsequence of the suspension or disoontinuanoe of the work as
herein opeoif1ed.; and for oompleting the work according to the plans and
speol!1oatlonso Neither the payment of any estimate nor of any retained per-
Oetntase shall relieve the Contractor of any obligation to mal~e good any de-
teotive work or materialo
ALTERATIONS IN ORADDITIONS TO WORK OR AMPLIFICATION OF PLANSg
Any alterations in or additions to the work oovered by thie oon-
trQot or any part thereof deemed neoessary by the Engineer may be made in the
\Iort Obl;)\rn and described in the plans and specifioations, but only upon
~r1tt.n ~rdor of said Engineer or his authorized representative, by resolution
v~ th(J 1k>l1.rd upproved by the Direotor of Bighways, and when so make, the valun
ur tho ~or~ 00 added or omitted shall be computed by the Engineer under the
l\rov11,)10nl.l of th1c.. oontract, and the amount so 4etermined shall be final anll
cl1lT'\oluu1 "f8 uIld 'binding upon the oon tractor 0
, ";:.'1'.:: "f~;;~'r~;;;''''!fL
Payment for any inorease or deorease of pay quanti ties 'ql.,
either within or beyond the limite specified in this oontract, shall':
aooording to schedule of rates and prices or pro~ate~ pr~oe~ ~~r~i~, ~
this oontraot, unless otherwis8 provided by supplemental agreeme~i'to"."." "i":'~
tion&1 allowanoe or deduotion shaLll be made for antioipated profi tso, .... ~/;l~$
"; "''','' ""',~;.", ;, N,'~
. - _ /:''')'-)'::'. 'I "~
Prorated prioes are the uni t prices whioh ,bear the same ratle.""~:,{~;~
the Engineer' 8 preliminary uni t prioes as the Lump Sum Oontract prioe bear..';~
to the Engineer's total preli~inary estimate. l~f
"
FORCE AOOOUNT WOR!::
lthenever in the opinion of the Engineer" the sohedule of uni t'o.f
itemized prices or prorated prioes forllng a part of this oontract d08$ n~t
apply to items of extra work ordered in writing by the Engineer, suoh 1teme
or work shall be paid for at a prioe agreed upon in writing between the
parties to thfs oontract before suoh work is done, or on the basis of foroe
acoount in the following manner~
10 For all labor, teams, and foremen in direot,oharge of. the.
speoifio operation the Oontraotorshall reoeive the ourrent looal rate ot
wage to be agreed upon in writing before starting s~oh Work, for each and
every hOUT that said labor, teams and foreman are aotually engaged in 8uoh
Work, to 1t1ich shall be added an amount equal to ten per oent (lO~ of the
sum thereot
, '.
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2. For all materials used, the Oontractor shall reoeive the ,'i1,';~
aotual oOlt of suoh materials including freight ohargee as shown by originally;
reoeipted billa, to whioh ooat 'shall be added a sum equal to ten per oent (lO~.,
thereot 0
3. For any maohine-ppwer tools or equipment whlch the Engineer
m&y deem neoessary or desirable to use, the Contraotor will be. allowed a
real.onabl. rental prioe, to b., agreed upon in wrl ting before suoh work,. i$ ,;:~:'
,~/' 'n.' _ ~ :'. ' ,\. t~
begun, tor. aoh and every hour that said tools or equipment are ~n \1t;1f., qa."~.~~'_~~1
work and to whioh sum no peroentage shall be added 0 Said rental pr1Q~,ah~~~ ~
b. tul1 oompensation also for fuel, lubrioants, repairs and all oth,er.~gi~ni.~~
1uo14.ntal to the use of .....id tools and equipment ",' 'i
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'!'be ooapensation aa herein provid.ed shall be payment in full 'tor " "~
. ,(.',t,",y....{':
&11 work done on suoh foroe acoount baais, and shall Oover all exper.HUS/iI Gt ''f.'
Datur., kind. and d.esoription including overhead expenses, U$8 ot tQola .. . . ';~~,
.quipment to~ which no rental is allowed, and pro!i t ';,.;,' "'In'; "", '
" ;' oo,J
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,;.;., ""p. :,' ,f" I'",,' '. ,.n: j'" ,Ol,i' ,'1l"e' r orman ';"'f'''^''''f<'''
shill be oonstrued as to, roe accoUnt wort 111 ioh oan be mea.e~ea: .
8peOiflcatio~s and paid 'tor at the unit prices or proratedP~fci',\"".., r<"
the oontracto ;c,<.,..,,: :.
. i~~' .~!~:. ;0;,. "':~,:;
The amount and oost of any suoh force acoount work sla&J;l b'"
by the Engineer and the amount'oertified to by him ahall be finai'r8m4~.
olueiTe and blnding upon the Oontracto All Ola.ime'. for wort' done' 'O'n, -.1l1it{.,:.
account basis shall be submitted with the estimate covering the work"
tQl'lIlec1 during the period in which suoh force 8ccoun t work was actu:i1'l.t~~'t",
fon.d, ,and shall be accompanied by the original wri t ten order of the Eng~n{
and the orl;1nal reoeipted bills for materials, supplies and fre1ghto
P A MDT AND RET Jl. NED PERCENT AGES:
"
Iii
"
pa.yment shall be made .for work and labor performed and materi~&
turn1.hed under this oont~act according to the schedule of rates and pr~ee~::<~
pl'otall.d ptices and the speoitloa!10ns hereto attaohed and made a part h.re~!:ft~~
. .
L
ri Partial payments under this contract shall be made at the requeet
of the Contractor onoe each month, baaed upon partlal estimates to be m~d.e" "')i
by the Engineer as hereln after proTided for; prOVided, that, in ' accordanoe. \
f with the provisions of Chapter 166, Laws of 1921, there shall be reserved
I and r.ta,ined frem the monies earned b~ the Oontraotor as determined by ~uO~, '
, .st1mates during the progress of the workpCll"formed under this oontract, a sum :"
\ .qual 110 fifteen per oent <15~) of suoh est1ma.tes, the aggregate of which ..;"
( &mount. to the sum of Two HUndred Thousand Dollars <$200,000000) or leetj~~~.,y
ii' .. 11.111 l4ualto ten per oent (l~) of such estimate the aggregate of whioh ~":.~~,';.
0,.4, the aUlD of Two Hundred Thousand Dollars (.200,000.00)0 ""r"
'--.--' ~ ",. .~)
Payment ot said retained percentage shall be withheld for a pet104
of th1rty (30) days follOWing the final acoeptance by the Direotor of Highways
of th. .ntire work as oompleted and shall be paid the Oontractor at the expi:'r'ii
t106 ot .~ thirty (30) daye in event no olaims, as provided for by Chapter ,L
1". Laws ot 1921, have been filed with the Oounty Auditor against said f~~d.
In ...nt suoh olaims are filed, the Oontractor ahall be pald said retained pe~
oefttaa. 1... an amount suffioient to pay any suoh claims, oosts of aotiQn ~4;,~
atto:rney lees, to be disposed ot as provided by law. , ' ," ,,~.;~~
~ '0 ~Jt\ . \ow.:~
UnleFs otherwise prOVided ln the special provisions, paymen1t'8"<~li~
th1. oODtraot shall be made by the State Treasurer trom the H~gA.~tl"\
\1POA "urant of tbe State Auditor,: upon presentation of proper- vouohet_, :B,."', ·
O,ntraotor laleS. vouohers to be approved by the Board~d the Direotor H~tU~
r ' ~, ,,' I' Iii!
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""",,,r'''rel' lng" t'o' 'the &i&t"tuotl)fi~Fird 4Uj item.or' 1 t'eDie ~pe'f~e~\;<
to the Oontraotor of 8. falr and e(lul t'able amount oovetlng al)."1' .'",,-
lnourred prior to the date of oanoellatlon or suspension of. 'th,..:.",
Englneer, ln the manner provlded for "Al teratione ln or Addi tlons'1J6'._,
Ampllfioa.tion of Plane 0" ' ,
, Aooeptable materlals ordered by the Oontraotor or delivered
the work prlor to the da)e of oanoellation or su.pension of the work by
of the Engluser, shall bepurohaaed from the Oontraotor by the Oounty a~
actual ooat and shall thereup beoome the property of the Oountyo
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Order :1,
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AOOEPTANCE or THE WOBIg
..
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It ie mutually agreed between the par'tles hereto that approval ot ':;
the final estimate by signature thereon of, the Direotor of Highways sbeJ.l." ",~~I
ati tute acoeptanoe, on date of such approval~ of the work materials inoludell ,;
in the 1tems oomprising suoh final estimate, provided, however, euoh apprQ~~,,1
shall not oone t1tute an" acoeptanoe of any unauthor1zedwork~ that no pa1$~~
made under thls contraot, exoept the final paym'ent, shall be evidenoe of tho ,j~
performano. of this oontract, either wholly or 1n part, and that no paytlien,1(."~ ,"!
Ihall oonltitute an acceptance of unauthorlzed or defeotive work or of impro~J
material. ' :;';
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EXO.AVA~O.:
All classifioation on this improvement shall
be olassified under the heads of Exoavation and Struoture
Exoavation.
mhe olassification for struoture oxoavation
as defined in the standa.rd specifioations shall govern.
Exoavation shall include all excavated mater-
ial not included under the head of struoture Exoavation. No
further olassification ahall be made.
WATP;R,PIPE~:
There are several water pipes located at
diffuent points on the proposed improvement, a.nd whioh
are designated on the plana.
Care should be exeroised by the Contractor
that these pipes are not damaged during the progress ot
the work.
Any damages to the pipes caused by the Con-
tractor shall be repaired at his expense and no extra
compensation shall be allowed in the contract.
CULVERTS:
Existing culverts whioh are des1gnatedon the
plana to be removed sha.ll be removed and decked along the
right of way and become the property of Jefferson County.
Care shall be exeroised to prevent beeakage in
removal of (ill existing oulverts.
,',,--,_..,~ ".~r'4iI;Jli..1O...,.';t.~'l1.--'
GRAVEL:
The Oontractor shall satisfy himself as to
the looation, quality and quanti ty of gra.vel surfa.oing to
be used in this improvement.
Before gravel is crushed, sand and other fine
materialahallbe :removed until not more than five (5) per
cent of the remaining product will paas a la.boratory screen
having l/~ inch square opening. This sand and other fine
material shall be con"eyed to aome point where there \'fill
be no prObability of its becoming mixed with the crushed
material.
Crushed gravel when separated on 1/4-, 3/'tJ,ft
1", and l~' laboratorysoreens shall oontain in each sizE'
not less than fifty (50) per Oen t bY weight of gt'agments
wi th at lea.st one fractu.red faoe. When approved by the
Engineer there may be substituted for crushed gravel a
thorough mixture of sere aned, uncrushed gravel with not
less tha.n an equal volume of orushed rock. The gravel and
the crushed rook shall each separa.tely conform to all re-
qUirements of these speoifications.
GRUBBING:
The existing fenoes wh.i(;h areon the right
of way shall be removed by the contraotor and such removal
shall be considered as ooming under the olassification of
grubbing i;md paYf.!!ent shall be made for such removal a.t the
contract price per acre for grubbing.
. :
"l
OLl!;ARING AND GRUBB:IlG
OLEARING
DESCRIPTION:
The right of way in general will be oleared to the width ot 30
feet on each side of the oenter line, but will be oleared. to greater or lesser
widths where designated on the plans or order, eo.. bj the Engineer. Clearing
outside of the right of way ehall be done under the same speoifioations and be
paid for at the same prioe as olearing within the right of way. The olearing
will in all oases oonform to the stakes set by the Engineer.
,W1 thin the lines staked by the Engineer" exoept as hereinafter
speoified, 811 trees, brush, loge, upt.r~ed stumps and roots of down trees,
and other organic matter shall be removed. and burned within the right of way.
Trees shall be felled on the right of way., No stump shall be left in the
ol.~.d spaoe with a height greater than' its diameter measured on the high or
uphill side. Under fills of more than five (5) feet, the top of stumps 'shall'
be out &t least four feet below grade. Trees designated by the Engineer shall
be left standing and care shall be exercised by the Contractor not,to damage
such trees in falling adjaoent timber or in burning. Allmerchantable timber
unless otherwise specified shall be cut into logs of standard lengths and
deoked, along the side of the clearing or wi thin the right of way" outside
of the olearing, free from rubbish and worthless logs. The Contractor shall
provide oleared space for decking the loga or merchantable timber at his.own
expense
At suoh times as the State or Government authorities.prohibit
burn1ns, th~ refuse from the clearing shall be piled along the sides of the
right ot way at points where its burning will not damage standing't1~ber, and
When ~UQh prohib1tion 1s removed the piles of refuse shall be burned. Clearinr
munt be oarried on and completed at l~aat on mile ahead of the grading.'
MtASUREMENT AND PAYMENT:
Clearing will be paid for by the acre for the area actually clear~d
by thQ oontractor, in .accordance with the stakes set by the Enginer, at the oon~ '
traot un!t price per aore for olearing which price shall b~ full oompensation
for all work required under the heading of "Clearing". Where an existing
road 11ea within the right of way, the area of such road on whioh no olearing
1, don~. will not be inolud~d.in the pay area for olearing.
DANGER TREES
Dt..'o~1pt1on :
Trues designated by the Engineer as "Danger Trees' wi thin or wi thou r,
tht! &:tua ot thfJ Right of Way shall be felled and buoked into logs of merchant..
~~l)l,tI '1,~.n"thl unless otherwise spao'1f1ed. T"ne limbs, tops, debr is and was tC:l
.w,.vtn nlJ.I'-\1 bll cu. fJJ)osed of 8,1 speoified' for clearing.
-
The 1;reee aha11 be ou1; above ground at a. height approx1.ma:te1.Y equa1
~O ~he ~eter of the tree a~ ou~-off, measured on tbe high or uph1il s1den
MEASUREMENT AND P AYUENT:
Oompensation for the removal of danger treesl as herein set forth61
shall be made at the contract unit price for the removal of danger trees of the
11ze limits specified, which price shall be full compensation for all work
speoified. aboveo
DRUBBING
DESCRIPTION:
All stumps and roots emoedded in the ground within the areas in~
oluded between the elope stakes of all excavation, and of all emoankment~ of
fl.. (5) feet or less, shall be removed and burned within the Right. of Way.
!t 8uoh t1mes as the State or Government authorities prohibit burning1 the
rofu88 from the grubbing shall be piled along th~ sidea of the Right of Way at
pointo where its burning will not damage standing timber>> and when such prohibi-
tion 18 rem~ed, the piles of refuse shall be burned. Grubbing shall be fully
completed at least 500 feet. in advance of grading operatloneo
Where the item of olearing is not included in this contract all
~pturned. stumps and roots of windfalls within the limite of the cleared area
outside of the el~pe stakes of excavations and embankmentsl shall alao be re-
moved and burned. The Contractor shall eatimate for himself the number of such
upturned stumps and roots shall be included in the unit oontract price per
acre for grubbing wi thin the slope s t,akes. No extra oompensa.tion shall be made
for the removal and burning of the stumps and roots of windfalls outside of
the slope etakeso
MEASUREMENTS AND PAYMENT
Grubbing will be paid for by the acre for the area. actually grubbtl(\
by tho Contractor, within the limite a.bove speoif1edl at the contract unit
r.tino pur o.oue for grubbing whioh prioe sha.ll be full' compensation for a.ll
~~tk lu~~ired under this heading of "Grubbing". Where an existing rodd lies
w1thln the rignt of way, the area of such road on which no grubbing is donel
'1111 r1(;;t bo included in the pay area for grubbing.
.'
I
_ __ ~_" J
I
- ""'~""'~4rw._' '<"'"" -r.~
,_. ~- , ., ~, ~-.JII
DESCRIPTION:
Under "Grad.ing~ is inoluded all exoavations and embankmente re.-
quired for the formation o't the roadbed, the digging of drain ditches a.nd
outting new ohannels for streams, either within or without the Right of Way~
exoavations or embankments for ~ridges, oulverts, and other struotures, and
tbe grading of interseoting highways and private road, or driveways and grad-
new approaohes when ordered by the Eng1neero
Excavation shall inolude the removal of and satisfactory disposal
.at all materials taken from within the limits of the work contraoted for, or
ordered by the Engineero
ROADWAY AND DRAINAGE EXCAVATION
OLASSIItIOATION;
Unless otherwise prOVided under "special provisions-, Roadway and
dra1nago exoa~ation shall be olassified under the heads of Solid Rook Eaoava-
t1on, tooue Rook Exoavation, Common Excavat~on, Class "A" Exoavationp Class
"0" Exoavd.tion, and on paving improvement there shall be the add! tional classi-
tlcat10n of Olass "B" Excavation. Material from Borrow plts shall be classified
und~t thti hoads 'of Solid Rook Exoavation, Loose Rock Excavation, and Common
R:xu J.va. t1 on,
Solid Rook Exoavation wl11 inolude all rock in lege format1ons
other than oemented gravel and hardpan as hereinafter defined, that can not be
reuoved without drilling and blastlng and all boulders oontaining mOre than
o~ohtUt oubio yard. .
Loose Rook Excavation will include detaohed rook and boulders oon...
tain1ni one oubic foot or more and not to exoeed one-half (i> oubic yard, or a
m1xtur6 of any suoh materials, oaused to oohere by infiltrated, oaloerou8 or
, e11101ouu matter, or by the effect of such infiltration combined with tha~
of pressure, and whioh qan not be loosened by picking or by plowing with ~ &1%-
horae team. Hardpan is defined as clay, sand, pebbles and rock cont aining
not more than one-half Xi> oubio yard or a mixture of any suoh materials, Be
firmly oompaoted that 1 t can not be loosened. by picking or by plOWing wi th a. '
s1x..horee team.
Oommon excavation will inolude all excavated material not included
undor the h~ads of So11d Rook Excavatlon, Loose Rook Exoavation~ Structure Ex~a
vatlon, Clas8 RDft Exoavation, and Clasa "E" Exoavationo
OlaAs "A" Excavation when so designated in the plans Will include
1\1 t tl,(Oi\v:.\t~d mt\terlal covered by the olassifioation of "Common Exca.vation aD,d,
~I'~".h I ftlldJt 'IillCOf\VlAtlon" as 'defined aQoveo
I
, ....-~<1l"""JII't..... ~,.... '.""11IIIII
O~a.e. "D" Exoava:t;1on _1:1.J.. 1ncJ..ud.e a.J..'J.. ma..1;er1&J.. exca.v~1ied. 1n ClO ip
etruotlng ohanne1 ohanges and other ditches, not lno1ud1ng the aide ditohes
in the regular or special road sections or inside borrow pits. In case loose
rook or solid rook 1s enooutered, the higherprioes olassifioation shall govern,
Class "Eft Exoavation shall be so olassified on paving improvements
only, and shall inolude that material exoavated from the traveled roadway of
an existing road surfaced with ,gravel or oruahed rook where the location
folloW8 suoh existing road, and where the out at the crown of the existing road
is three (3) feet or less. In case loose rook or solid rock 1s enoountered,
it w111 be so olassified and paid for instead' of Class "E' Excavation. In
exoavation where the cut at the orown of the existing road is greatJr than
three (3) feet, the material will not be classified aa Class "E' Exoavation,
but will be olassified as Common Exoavation, Loose Rock Exoavation, or Solid
Rook Exoavation, as the oaBe may be.
In comput1ng exoavation the mater1al in the shoulders, above
the 8ubgrade a8 it is prepared before rolling, and within two and one-h~lf (2~)
feet .of. the edge of the pavement shall be allowed as exoavation~ that ie,_ all
material that necessarily must be and is removed preparatory to rolling the
aubgrade as required 01 the speoifioations and all material that must nec-
essarily be removed, to accommodate the pavement shall be allowed as exoavation.
C OlTSTRUCTION.'DET AtLS g
Enlar~ement 91 Cuttings;
In oases where the quanti ty of material taken from the regular
cuttings will not be suffioient to form'the requisite embankment, the deficienoy
ahall be supplied by taking material from outtings within or without the right
of way, at such places as tbe Engineer may direct, or from an enlargemert of tbe
regular cutting, made uniformly on one or both aides of the same, and the
sides of the exoavation 1n all oases shall be dressed to such slopes as the
Engineer may require, previded that if the contractor shall have sloped such
excavation by direction of the Engireer before widening the same, payment for
81opin~ the seoond time shall "be made by force account as hereinafter provided
Jw.!tltJ.....Q1!.!3e1.9w~ 9~J '.
1:n solid rock exoavation for the roadbed, the ContraotoT wilJ be
r.~u\rClc.\ to $~cavate twelve (12) inches below profile grade and suoh excava:..-
t:a.on 11'111 'be estimated and paid for .as solid roak exca.vation In miAed out&
oont&1n1n5 ~ percentage of solid rock excavation, loose rock exc~vation con~
uiuting of cif!taohed rook and boulders and common .,xcavation, or any +'/0 there-
of.. un o'I'ljur of the Engineer or in oute oonsisting of oemt'mtecl gravle al'lo hal'd-
>>an. t~u Contraotor will be required to excavate twelve (12) inches ~Ql0W
p~ot11e grude. and suoh excavation will be estimated and classified ip the
:.tW4a ptJ)."ountu.ij6u for e aob classification a.s suoh materials are cl.isaifiE:d ir
-1~bA' ",,'v'w.~, p~1..1P abovt/ profl1egradeo
. '~-~-,- . ~..~ " "r'," ~-~"ro_""'" ". "
Material Taked from Excava~1on for Con~rac~or~~
Rook taken from exoavation other than borrow pi te shall be plaot-:.d
as loose riptap when so ordered by the EnBineer and the volume in exoavation.
of the rook eo used ahall ba deduoted from the quantities of Roadway Exoav~ticn~:
The vQl~e to be deduoted from the Rea dway Excava.tion will be consldere(l as
beinB74~ of the volume of the riprap whioh is equivalent to conslder\ng ~
Q1J.tl1 ot 35~ in the rook when excava.ted .
. Wherover material for elope wall, masonry or crushed rook or
g,r'nvol '''U'I' iLto lng is taken from the roadway priam, the volume in excavation of
thu uxoavu.bl!td Quanti ties of such materials wi th1n the neat lines of the ro~d-
wa.y ptinhl.. 110 used ahall be deduoted from the quanti ties of roadway ~xcavation
and OotnpdnHut1on shall be made for such materials as roadway excavation 0
~.!>!,ll..2LM@e tor Oounty' e Use...:
The Contraotor, when direoted by theEngineer, shall deposit on th~
a1do of the road, or at such convenient points as may be designated any stone
. or rook tha.t he may exca.va.te, and if in so doing, he shall, depOsl t mate rial
l'thlul1 u<.t tor embankment, the addi tional number of cu1b>io yarde of excavativD re""
qu1r~d in torming such embankment will be allowed and paid for. All atone or
~ook ~xo~vated and~poQlted as above ahall be the property of the County, and
tno Oontraotor will be held responsible for its safe keeping until removed by
propor author1ty, or until the contract is oompleted.
llt...U.PJ"J:;.1.-2...Uu~pluE\ Materia!
All exoavation shall, if required, be taken or hauled into the
n~Hol.l'O~t ~mbankment to the extreme distanoe required by the Engineere .The
fJ\.1.rplus bE:lyond what ie. neoessary to' forn: the oontiguous embankment shall be
diupOQed of in widening the embankment uniformly along one ox both sides of
the G~~, or shall be deposited in waste banks or shall be hauled to form any
embunkment on the road to be improved, as the Engineer may direot.
.DA.t.,gpp JfJ
All di tched 9hall be oonstruoted as shown on the plane and. shall bll
GO gradod ao to oonform to the ratural flow of the water to culverts or natu~~l
Qt ~rtitlnial ch~lneleu In going from out to fill the ditches shall be cut tQ
thu tjeht or left bef)re reaching the fill. Under no oircumstano~e shaJl the
\tD.~\,~ bet al) nv.ad to Xl.Jn upon the fillo
!} n1u!LIp.ftJ1.Ql1.~e~
The surface of the finished roadbed shall conform atr10tly to the
, ! ~p,~, I :l'~14o~ e ('It by the Engine at.
fl
I
The top o~ embankments and the subgrade o~ so1id ro.k and m1xed
cuts,to a depth of twelve inohes (12) below profile grade, shall be composed
o! the beet earth material obtainable from the roadway excavation or from
borrow. This material to be used for the topping of embankments, and for
baokfilling 1n cuts required to be excavated below profile gr-ade, shall con..
ta1a no wood, roots, other mate~la.l of like oharaoter, or partiol es of s ton~f
exceed1ng four inohes in the lafgeat dimension. The ma.terial will be meast.:re~
in 1ta original pOB1tion 1n exoavation and will be pa1d for as .Common Exoavat~
iouw or as .Oommon Borrow. as the case may be, plUS the allowance for overhaul
ae elsewhere provided herein
No boulders shall be 1 eft protruding from the surfaoe 'and all
locll'8 utonee of greater eli ameter than two inohes shall be removed trom the
entlr~ eurfaoe of the finished roadbed.
Whenever the material in the finished roadway 1s of suoh a nature
that, 1n the judgment of the Eng1neer, it will impair the stab1lity or uee-
f~11neu~ ot the highway, said material shall be removed and disposed for as
d1~doted by the Engineer and shall be pa1d for by Foroe Aooount. The materi~l
jOdur~d to replaoe the material rem~ed w11l be estimated ~d olaasified in
acoordanoe ~1th these speoifioations and paid for at the contract prioe for
.suoh tJ'lto,lv~t1on.
iL1JIDt
Side elopes shall be made as staked or re-eatab11shed by the Ene1npe..
In oase dDP~8 finished to the lines as staked or re-established by thC' E1lgin~ Ar
e11do into the roadway before final acoeptanoe of the work, suoh s11dQ
matorial .h~ll be removed by the Contraotor at the oontraot unit prioe per
cub10 yard and the slopes refinished, 1f 80 ordered by the EnginAer. SljpeQ
underout at the baRe or destroyed in any manner by aot of the Contraotor shall
b~ unelopa~, by the Oontractor at his own expense, parallel to the slope as
st~ked or 're ~established 'by the Engine er..
~j\.B..EA!.:
In all material encountered in theperformance of ttla oontract, OVeT
l))'utLk 1u tnu.t portion or any such mat8rial which is exoav~ted, displaoed or
\eo~en~d outu1de and beyond the slopes or grade as staked or re-established,
w1 tb the Elxodpt1ol'l of suoh material "hic;) ooours as elides as de9cl"iv~d above,
. ~(,gu.rd.lese of whether any suoh overbreak is due to blasting, to thf" inheront
<3nare.oter of any fOl'ma"1on encountered, or to any other cauae All overbreak
....n 80 c1611ned shall be removed by the Contractor at hie own expenstl a.n,1 .3:.al1
hu ct.1upotied ot by the contractor in the same manner' au provided for the el11."r It..
\lnll.Jr the beaf\.1ng (:If .'Excavc..ti:ln", but at his ""wn expensE' and with.)ut any
ul~owunoft tor oVexh~lo
V":'PD ;Jp'rd 1, <..1~re~<1 1;0 in writing in advancf' between the Oontrao1ioJ:'
..n,' the ~d bj ne t>I P'l.....t a:;}y overbreak "hleh may 00 cur 1e to bft uRod, on 01 J.er of
tnti Eng1n~r any suoh overbreak may be used in forming any emb~nkment n~
. pl anned to l"eplace borrow which otherwise would have to be provld.ftd fO.t" In.
th1e event payment will be made for the volum~ of common borrow1 loo~e rook
borTow or golid rock borrow1 as the case may be1 whioh the ove:brenk rnpl~ce&,
at the respective contraot prices per cubic yard for such borrow with the
addi tionw. allowance for overhaul if anv, on such available borrOw, provi4nd.
however, that no allowanoe will be made for overbreak which is plaoe~ in thn
embankmen t as planned in lieu of available mate1.'ial ooming from \T1 thin 'tbn nfJI\t
lines of thp. roadwa.y prism.
MEASUREMENT ANp PAYMENT~
.All grading will be measured in excavation in ita or1fflna.l pon1tion
by cross-eectionjng'
Grading will be paid for by the cubic yard of excavation at the
respective unit prices bid for the various classes ot exoavation provided forp
and the price paid for such excavation, with the additional price paid for
overhaul as hereinafter defined, shall be full compensation for excavation the
material, hauling into embankment or disposing'of it as directed Dy the Engineer
and finishing the roadbed, ditohes, and slopes as heretofore directedo
The price paid for exoavation shall include hauling the material
within and. to a distanoe of four hundred feet except where haul 1s paid on the
cubio yard-mile basis. As oompensation for hauling excavation to d1stanoea
greater than the free haul limit, the oontract prioe per oubic yard of haul or
overhaul will be paid on each cubic yard as hereinafter set forth under "Haul
and Overhau+ 0 11/
EXCAVATION FOR STRUCTURES
DESCRIPTION
-.
The exoavation and backfilling wi thout classification, of trenches
and footings for a.11 culverts, headwalls, bridges, ~taining walls, riprap, or
other structures will be known as .Str9oture Exoavation."
,QMSSIFICATIONJ..
Struoture Excavation will not be further classified into Solid Rook
or Loose Rook Excavation, or dry or wet exoavation, but it shall include the
exoavation of any and all formations encountered and the removal and disposal of
a.lldebria including submerged 01' buried timber, wi thin the limi te of the
exoavation for the struoture .involved, in accordanoe with the plans or as dlrect€
by the Engineer. It sha.ll include the f1rnishing of all neceesary equipment and
the oonstruction of all cribs, oofferdams, oaissons, etc., which may be necess-
~ry for the execution of the work. it shall also include the ~ub8equent re-
moval o~ oorrerdams and oribs and the placement o~ a11 necessary backfi1l a~
is hereinafter spec1fied.
,
I
CONSTRUCTION METHODS
Depth pf Footing~~
}oundat1on pits for oulverts, bridges, riprap and other struotur'~
ehall be exoa.vated to the depth aDd lines indicated on the plane or estl:l.bliehecA
by the Engineer. The Engineer may require the Contractor to exoavate below
the grade shown on the plans, or may order him to stop above the grade shown>>
depending upon where suitable foundation material 1s encounteredo
The material obtained from suoh exoavation shall be used as th~
Engineer may require, either in oonstruotion embankmente, or for backfilling
OVer and around the atr~otures after they are oomplete, or in case it 1s UD-
su1tabln or not required tor either of these purposes, it ahall be dispoeed
of &H direoted by the Engineer.
Trua~~nt_~{_~undation Mat~rial8:
~d Rock All rook or other hard foundat ion ma ter1al eha~ 1 bE1
treed from a.ll loosE' ,material, oleaned and cut to a firm aurfao~ 1 ei thar +a'\161 ,
u tt,pp,d, or oerra ted, as ma.y be direoted by the Engineer.
Qt~er J4a.teri~l! When . masonry is to rest on an 8..toavated
.u~taoe other than rook, speoial oare shall be taken not to dista~b tha bottom
of th~ ~xo&vation anc the final removal of the fo~ndatlon to grade shall not be
made,until just before the masonry is placed.
QQ~~R.!2Wl
Oofferdams or cribe for foundation oonatruction shall, in general~
h~ Oartiu~ w&ll below the bottom of the toetings and sh~ll be well beacod and
fiS watur-tight as praot1cable~ In general the interior dimensions of the
ootfu~d~s shall be such a.a to give suffioient olearance for the conatructinn
vt tllu fO'rrn8 a.nd the inspection. of their exteriors, and to permit pumping out
'l"{~U o-t thl;J forms. Cofferdams or orlbe which are til ted or ::nov~~ ' :1.terally
du tn.l~ tho prooess of sinkinG ahall be rjghted or enlarged eo a.s to provide
thu r,u~nl' 30UY olearanoe and thie shall be at i..he sole expense of the Contractol'.
Oofterda."I1s at}all be construction 8'- :;:'6 to proteiot green cOl1orf'te
~~tt;t4~n"lJ c\tttnl~g~' froUl Qudden rising of the stream and to prevent clamaga to the
I'O\1n<'\llt:lon by 6roe 1 nn. No timb..,r 01 brae ing' sha.ll be left j n the cv+'f~. rdwns OJ;
~u.'1 blJ 10 !Juan a 't/ay a~ to e x tend in to the auba t ructure of the maeon.cy, wi thout
,\lJ;'itt~m i)..rrn1.~ liJion 01' the En::?;i"'leer.
\I',,,,: J'..lbfJtr.loture 'Rc.L'k, the ContracteJr ehall submit, ~p(.n requt<<..t
'1\. J Ul;li '.howint.. tl1J Pt'opo.:q;d mt-thod of coff~rdam oon~trl.lction and otr..vt' ddtat1.
1,,1'.. tilWil b(, hl1 011010(, or !lot fully shown on t.:le Engineer's c1ra"i'1g<i. f;UCl'
d ~"'lf"'f)HU u~lu.ll b~ :~rPI'oq'~d ':Jy the Engin(oldr btlfore C0n etnl(1t..l on i 3 etartud.
wo',-k a1.1 oofferdams and cr1.bs eha.1.1 be rem,,")lTe::'
RODl"'iTbl. U}:on oomp1e' :ton or the ...
.'t;;. the na.tural bed of the e tream on nay igable streams, and not leea th'-n one
foot below extreme low water on the other streams. The removal shall be
effedted in suoh a manner as not to disturb or marr the finished masonrl
Put491ni
When oonditions are encountered Which, in the opinion of thG
Engtneer, r~nder it impraotioable' to unwater the foundation before plaolnb mal
onr.y, he ma.y require the construction of a concrete vounoation seal of ouch
dlcnlJnslons as ma.y be neceaaaryo The Foundation shall then be pumpe(} out cmd tnlJ
balanoe of the masonry poured 1n the dry. When weighted cribs are em~loy~~ at'.
tha weight utl11~d to partioally over come the hydrostatio preeaure &cting.
a.gainst th~ bottom of the voundation eealp special anchorage suoh a~ d,:>,.ff"j ~J U.:
kOYliJ shall b~ provided to transfer the entire weight of the cri b into the f01.uh .
ation when a foundation seal is placed under water~ the cofferdam qh~J1 b~
vented or partBd at low water level 0
Pumping from the interior of any foundatio~ enolO>3ure shall b.J dor.")
in suoh a ma.nner a.s to pr~clude the poeaibility of .any portion of the cOh(,'ret._
matttri~t~ being carridd away. No pumping will bepermitted during the r:~('ir.J
of thtJ qoncret~ or for a period of a.t least 24- hours therea.fter, ulf~a .l.t lJe
done flom a suitable sump separated from the concrete work by a w~t~t-tjg~t ~~~to
Py;mpinb tJ un,vater a sealed cofferdam shall not C9mmenc(" untl.l th...
seal ha.e set ouf f10iently to wi thstand the hydrostatio pressure. In geDf.I,\!:.\l
nc. ~ea1 bha.ll be unwatered until the conorete shall have eet for at ~east t~w
'week~ and for 5. lon~er time in oase the wa.ter is at a 10'" temperaturd e,.,: ",,11
larger and important struotures.
Ip Fj l?.t19. j: 1 ql)
The Contl'8.Ctc shall notify the Engineel' before starting o.T',}l ,,~ r::.',
t10n ~ AllY t....(C).!i.vat lop rem oved wi thou t 6\.oh no tice will not be paid for e
F'fom time to time during the progress of exoavation, the Englol:'dl
\fill UXMtint. Hlt' C'ha..I.aoter of 1!laterial being taken OJ.t. He shall ha.V~ ~UttL1:
1 -.;y tl) JttJp t:t\~ e;(Ol::.V...1- ('>11 at any time.. To make btJaring teots a.n,oj th~ ('(')tlb ar..tf j
lah,\tt l~h'lI li'l'! bf'.J1t.:tJ~T1ce thfJ Engin!er may d~8ire 'in making SUC~1 te~t Bing'.
1:.1Hntinl! LtJ t p\JJ.iod ~hal' not ey.oe!d aeventy.t~o houre. Matf"'rt~l and Jo.oor
fUl'niuhdd by tl' 3 CO.lllirt.Ctor for EHH'h testa shall bu pai~ f..u doe "":\.lr,.t, A"cuunt .
u'.Qt1pt tnJ.t thJ Cont.l.aotor f nul mb.i'1 tain the or :li11a.:'Y ,,;I'k1ng cOl"di t'OTh] Jot ~r.I'
b~ttom ot tn~ I x~avation during teat perlode. at his own QXpansbQ
Whcm 3.ny i)'ml.l.tion exoavation is completed, the Contra"...~ol shall
notify tAt Enein. ~r Of Juan fl,Wt, and no concrete or other peIl1hllltmt f- :.C't1...:':l.l
iDv-lll~ltlJ,l ehl:ll1. bl' pluc(~d tll(>rein un.til perrn1.6s~on tp pl'Cloep,d is:::,' ,u) the,
1I:u,; lnod-r.
-
-------
I
All md.:t.iH'1al ,-,"'e.j :fer 1:;t..ol~.f1)' '3h.:..:.J.l b"J or n 'll1.l..l.j,y 4,(I{I;.'I, t.~d.~,.
hI) th.- F.neine~1" and shall be f'ee from ll.t<ge 01 frozen lump,l, ",,"{l, (n "tllt'l'tf
~ex traIlblJUS 1m.. t3r ia..l."
'L'nu ba,kfin1n~ of Opf \ino-;' made .to")"!: l,o~i'u(turee shalt bo oon.lc:\41red
a.a a nO\,~e3a ary f.ar" of tho t~XC aV'i."1f ~ on, tn(Ju6h 1"he t;!lgi nee.t' may ro(,l.li'l"t' tAll t
the rr,a'\.el'ial .pIO ue~ in maling a ".Jd.ck fill bl' obta.hu~d from a. SO\.lror, oniil.tI)ly
ap<'>l't from 1i~a .Jt lct1.lre, in ~~:a1ch Ct:2.9:; ccmpen-,,"\tloIl will 'be on l\ !nJ'Ot ~\<"oount
b....~t~, u:_le e vthe..',~1ge 6,peci(itc1
.Ill spac~'; ~D..ca"etf;d and H0t occupied ~y I;I.butn:en~9, .Pard; Jr nthLl~
petl'!flmAnt "fork sha.ll be backfi 11ec. uv to tne S'L,rf.;..\.~e ('If the l3urtound1nt "~~JurlC:\.
1,ith ... suffio'ent a.llowanoe for e~~t1ernent AJl back.-fi11 shall be thorC1'ugt41y
\1)llI,?l.,,;i.,(l an.-1, in Jenel'al, its to~ '311I'fa'~e ciall "1c 'Hatly gradedo
'!'he filling beh11l:1 Q,f.'ut.mant€., an~" \1i.nE:, '1.:;1119 of all bridge 6~ructure~
ehal.l b~ dC;)vA)ttid. in hO'f'i'i'on 'al le.ye:re ~nd ~/ell compacted. SpeolKl. pl'ucau,.
tion~ r..11;il1 be taken to prevan tan) wE'Hlging a(; t,l on against 'the -:naaon.IY and. the
"loptl boljnd1ng thl exoave.tion fo" ;;;.l>,.l tlIll';'1te w.1 'Ring walle ahall bfJ cieBtroyed
1,y 8";~,f"P1rl..J '01 H61.t".s.ting to ;.r <113"'1~. ''II( igc action
Fill placed aromd ci.llverte a.'1cl pjers s.1all :'e~poa1t~<.i on bvth
ei(lt, t J ~pruxlmatt"ly the same eleva.tion bot the awr:e time.
Adcql.late pl'C)l,'iaion 3~lal1 bo ma-te fer v...'" t'hlDl1ougb dl'ainUr15e of all
n~c'k. f i "". ing, Crllahel-1 ROI.1r o"-:C"uree c lr an . 61 a.~eJ &ac.ll 1)8 placed &.l'ound the
wet t. hi les
For foundations thl'o\.o.gh hard mt.tEu1!:'J. e1Cpoeed to erosion) the back-
fill arQund piers and in f ,'oog of abu tinen ta and 'R io ::'~1 may be c.cdered by the
Engineer to oe" of stone or of lean (Janore te, in 'l7hj ch case, unless f') therwi se
1 Ild~!,_ t..'j 'l.'J~~k-f1'1 sha.'.... 013 putd Lor ..le "At,ra. ..;')r.
On pav\ng implovement the t.acll-fill th.;...t ;1111 Cl.3 r.equirf'ld to
. lOi . oJ ';.,~ pa".~mal1' e;:s11 be :Mult'in l~yeJ'''' no., moreLhan L~ (6) in~''lc' thick.
..... d e loch J ""1("' r 6.1al) ba tho i'oLlgnly t a!Ilpc:=J ox X.JJIlme:i o. fe-.re tnf' nex'ti auc')t,>.,d.1ng
'~y H 1:;; L.{d Wm~ ',> the :tatf1'~3.l used in making the backfill ia dlff*wl1t
to OOlTljl..ct, t11e Engineer ma-y re<'lulle each J.~Y(H' to be thorougnly flushed with
lat..'r if in 1~ judgment t311Ch flushing would be de::jrb.bleu ~ompAnBation fOI
iu('h r,ott:~.r; ah~lll be inoluded in the CJontT!'\.ct pr1.ce for "StIl.l.OtUl'8 Exoavationu'
N~ fbOk filling shall be placed againat any mas(~'Y abutment, wjn&
.lia1.1 (If (uJ.vert untiJ )ermiasion sha.ll have boen givAn by tho Engineer and pre-
f9ra.o1y not. \',ultil thl; mnaon:ry ha.s been in pl.ace 21 days"
f'PROP/:H Y~'Bi1 NKMENT
--...--.----- ---
When the oontract for any bridge etruoture involveb the placement
of ~i,pro~h embankments, these shall be construoted and paid for in accordanCfl
~ith the standard specifications governing this class of wor~,
MEASUREMENT AND PAY~~NT
Measurement of struoture excavation .rill be ma...1e to th." ... 'tl' ~ 1
lines of the exoavation, whether oar~ied below or stopped above the graj~
line shown on the plans, provided, however, that in no case will me~~ur~men
~e made to lines at a greater distance than twelve (12) inches from tat
greatest outside dimension of the completed structureo No.allowance anall :I~
made for the swell due to driving pil~e.
Payment for structure exoavation will be made at the contr~1t
price per cubic yard for "Structure Excavation", which price shall bl t \..1'. JI,lIL
penaa tion for all necessa.ry pumping, bailing, drai ning, for th 9 fu:oni ~,hl113 t f
all labor, materials and equipment, for the construotion and subsequent r)
moval of 1\11 oribs, cofferdama and sheeting, for tne diversion 0'" at:ret..'lI. ~1 ·
'111 other wOIk involved, including backf"llling ov"'r anc~ a.!ounc ~tl.ch S~I t:l.':
~~ ...=.: ~.'.;' .~_:'.. curfao~ of th:! Cl'01.md "'T\ ~ d1 apoe i ng of all 'd~or1 f1 and r.'l.lrp.l. lJ
iClI... t t..l :l al ,
EMBANKMENT
Q2!~~RUCTION \mTHODS
The materials oomposing the embankments must be entirely 1mper-
1&hu.ble, and wherever the natural surfaoe upon w~1ioh the embankment is to b~
placed 1s of suoh a nature as, in the judgment of the Engineer, would impair
the stability or usefulness of the Highway, SCtio. natu;al surface ahalJ be r~-
moved to suoh width and depth and disposed of as the Engineer may dir~ct, anf
tho r~Mcv~l of such material ahall be paid for as Foroe Account.
When embankments are to be made on hillsides or whe'l'e a new ft11
ia to be applied upon an existing embankment the elopes of the original 3round
or embankment (except Rock Embankments) shall be terraced or stepped by plow-
ing dn8ply or by other means before the filling ie commenoad~
In making embankments composed of material taken from Solid Rock
cute, the oontraotor will be required to bring up such fills to within t~elve
(12) inches below grade as designated by the Engineer and to construc1. the
r~ma1nder from Earth of the qua11 ty hereinbefore speoified, to be obtalnt~ 1 frolJ1
the roadway excavations or from Borrow Pita as directed by the Engin~er.
On pav~n~ 1mplovem~nte all embankments shall be oonetruoted ifi
suo068~ivo horizontal IdY~lf not ~xceedlng eight (8) incnee in th~, '}I ~dcn
la.yel' eha.1'1 rd ~(111p.d 'd_L!~ a ~'~lr-propelled roller wejghting n'J\. 'ILl'S [,Loaf' lien
(10) tons and. suet. 1'01"11:' ~.nt'.D '~x1;ent1 a.crO~B the entire f:})la If tho mate: iLJ
d.OltS not oortlPe.ct ] f'lC',(ll1y under ro1l"i.'1BJ eacr. layer shalt l)~ ap' 4" (i'.Id t,"'l \l.l. 'J'
botof.'C~ oJ' d.ur,1 ng the prooes8 of rolli ng in Ol'd~r to 8p.C1.1re So tL,-, ~(lugr.ly Ot n..r-... 'Pol' .
111,",,8",. LayerJ shall '~)e carriei ll.p -rllll ,i"tr. fr 'cr. thp boA\crI, of t.....E !'llJ t...
t,b6 pr~IHHtity of w1dfflin,b on '.nE ed3~s afte't t'1(l> cen~,.e-- nail'\. '-'1,)1...1\ '\or ...
~
J
~. .,... . ---. .....
'-'7"" " ' __" .. ,n~.. " _". '........
: 0 :JPl!::113..:..:" lSc:;J _
li"",._.\ t t ;;1..-1 ... Jttc .' i ~ I ,,11 "V .1.lt~ 1 {. ,~' 1.; the ,G k .z:t: H ~ J ~ '.1'1
thl1 h~A.c:.1nB '1f ItFmh~lll-IIleI'tn 'Iii'} tl( t be :le.I.: ffJ!q '" It ~1y :1(1 ~it'.y .It.i'l' J.t
"Un1' 01. C~t11idrr'l.i e~ 1hf1di~<' "l"('l, IHhh...il 'il'\g t, t;le i=",,(,'rll' ..11, 1l,1f Il.r
EXI},?,V?+ In ~)" lHJ'r)(IW ':::'fI( Tl!') a.d,.'U,~.~ony.l oomI).>n;,;_.t ('D ahl:.ll bo ...(',(1'" fo tn1 "Qr~,
b0RPO\Y
1)-:~glP"'}~")lT ~
t:: Enl i, <
;.:iF ~ i grl :~t.. .~
PO'!"l'O it ,~..-,,' 1 ,() H) ~ t. t) f the exe- ';\V ~;.ion antI .it spot: e 1. ....l~ db l,e. ttd by
r f...f E.lit~bl~ aI'C! Gat1Efe.ot.cry me<t [1.8'1 ('~:l,c,d. f.ICJ!:tl bo-~ow pit...
,..111 11,\ "l.eurecl t:ly th' Engint crt fc'" t:J.'3 ~cmpletion oC "3mhankmm t'\.
~.1('.Il1 id1 ~_ Tt.e 1'1; J~nine of r'1l::.d\fay cuts :-..nd 11 t( he(', ~d) 1 nut 'of
7"..1 T" ""'I i. .,..... .
S '1~8'T~.:'.o; ..
(.)T.. ,j d f' r l;t,.1
.::''....'r S.~>:"T.";'"' r" }iT4''i: on'
r...~...n '!l.t.t61-"'alg eh'\11 be ee'wled flom pit. en l"he hle;bowr-:l.Y r1~ht
rf ,"~ '::oricr'ltec. by t: F,r,3'UtJer or :frnm 6l10h othe.I t)lts all may Of shOlff on
hf ~-'1 l' ~ 1';1 It'1E;j.gnat,~d jT' tnl:' s;. r'~e.l p'ovlBione, The contractol' 1111\.1 S~hn:rr
';),;,.'...,. r.'uJ: ,Jc,J.r'1e!::l ('It.b~r the.n thoe!": providod in t,hij::' OU,''-1601;, providod, tha.t
t ~ :11Q.IAr.L3.~ is ap11foved by the Engineer 0 The OVe1'haul on the bot'roVl mat.Jrle.l
h":('IJ.rf-:j '\y[.:..~ COl..tl',~ctCt' \,il1 be :figUl'f'd as thouGh the .nu..Lfr1~1 had 'btll!.1.
t,~kp.n f ore the -<(J rck~ call ~d for 'by the pll'.nR anti sp~ - ificaU. onfl c Th~1 bOL' 'n~
.nE.i.T,F.i:'L.1 6"''- red b} the. Cont....actor shall be cls,sai field in a8,ordanol' ",4th
tr;Q. spec i fie at! on(, :for 'II Fi<. adw~y and orai'1agd Exe ,~v~.t,i on"; pray 1 clnd, hO~#tt'l'lI1.,
that. to]!.. m "'''Ti~' wil; r~r.lt be "le.asified in a. ('.1e.s;;1fjca" ion tli€~l'!J: tl1(1ll t~4f.t
e. 111L.""d fo'" iJCI:tHI"1 fr()D1 ttJ.t~ Bite provid,ed for by the plAn!~ 'loud t-JrJdc1f\r .tJiofj',o
)1.'.'0' L)'!; e~e.~' -j(' dO eX0.l.va+.ed ttat they will drain to tb.. nllc1.1'
,., OUt.il.l~) I.d;).jt (1 to !3')oh 0u.tll-lt as indicated on the Ils.t or c\pslt;Ul.tl\fl
';;y "1',"" T:"re:in"'t~ \"1..~'rr o.i;:'~C1"r:,.~ by tl'!C1 ~ngine~r eep=ue.tI3('l 'bOlrow pito n.J.~l 'b~
c n.'lacta' by' :'J.t.,:)he~ 'f-.c'avl-lti...,r fot' s'l1ch oonnect1nt;; dit:nes '41'1.11 0.;- cl~,~, 1finc'
'~l' pC.t,(.. ff}r ;;;.~ /"~a.~b iiL" E.xc,!l.v....t~ n, Side; aJopElq (If bo!'roV( plb-J in a.11
O.l~':-' 6..~11 1-,.., ~( H3: I '(,0:;1,,''1 ''''pH a<\ the EnRineez may d1:Cbf;;t. A '::Ie'm v.... n't
~ . '" t... ,~o :;)1' ~6) fce1 lL1 v;'."ih 'jh_l t rm Jeft b~tv.een tn,e gJ c.p~ oJ tk ~: d~ t,l..fl
embankm~;]" an~ the ,1de~ ;f the borIOVt, 'pi. t, ~n(1 .... herm of no t If.~s ~h 'i.r t\fO (,'~
f...f't l:"3..~'1 r.H> 'el'" :-etw~h>J t:!:5 out ide Jope of t.r.e borrow pit and tht'" .debi,
a f " a)' ~i I ~.. "':l~ b:;lI'rt 't ,~:~ (Jn~ilol' of 1'\1 iginal ,m :rckn gToun(L
1fT: J~~'U":"'~FNm ~HTD PAYItEN'"
'Jt l (\ ':1...'1" be me'lf.)t,r",d in its original poaiti(,(l tn fJ}I(' I
,..hall", oJ'-.... :if'(~(" -Ir I.;.. ') ,'~.nc~ ..lth fJh., ett:..n'aJ.,l'I.Af}ific.,t1u'l rCl
..:4Jl f J ')' r...1. I' ';Lg f e \'.;:." " 1. (,\} J "
i. i-\.I ~,l
t 1 " W i,)i
F _Y'r.I",T ('f 0'=-""1 0'" q!.al ' O. illM"l at thi; contr~.c' \. 1 ~ .\, J. I . (,t..... Jill' ., '11
V Q.r ~ l LA l:~) a.r ~~ ('If E " f9'''''t.i-:lII .31"1) CV"I,r" .0. J. No n<.,h)pi;n I It! t 1. () I , I II 1
_ny u: ,J , 1'( . ., 6,' f y ':J~ b; Tr"'\~ 1 t -. r r i (II' to t~~ 1 td,1t 1 .
. . ..- It. J' .1, .
I
- -
~ ~~
."","~-
,~-- ..- ~ '.,. -
"~. ,-- -, ._..,.~~
"the p1ta by
ng~naer. 0 p~ or 0 n.~ ~
Haul. and Overhaul
DESCRIPTION
Exoavated material shall be hauled to any d1atanoe that tht: Et)f
g1neer may direot. Whenever t~e mater1al iehauled to a distanoe greater tnan
four hundred (400) feet, the oontractoI' will reoe1 ve addi tional oompenuation
for overhaul on excavation and 'borrow, unless otherwise provided Tn~ ~on ,.
traci.ol' wtll not be a.llowed to waste and borrow is lieu of hauling the ma.tf'.......
ial a.a requ1redo
'~THOD OF COlfPU'II NG AND BAC'I8 OF PAYMENT
Over haul will be ('omputed in e1 ther the cnbic yard... sta.ti,,)l} 0::
ou~ic yard-mile basia aH tho o~se may b~.
(a) On all projeots conf iFJtjng primar:i ly of grading opAration~
tbn !!It.thod of computing overhaul shall be on ~he cubic yard ~ta Lion bt\.l'li "',
by Y the appl1 cat ion of the maf.t8 dJ a.gram as 138 t forth in the n Ins TuC'ltlonE> to
Eng1neera's on record in the offlcA of the Director of Highways.
P'~lment for overha.ul computed on tbis bas'is shd.11 l)~ m/.d~ dot the
unit vont.t8.0t prioe per c1Jbic yard for each 100 f.cct OVf'r the frev ha1)l I1-Jtjl
whi.c..h prioe ahall be full compensatiC"n for haulin~ the .r.a.telials tht full ci;&...
tanoo beyond the ~OO feet free haul limit,
(b) On ~urfac1ng, l)aving ard otber projcC't8 hvo'vlng 1 0.... heLlO
on mate:1al~ fI'l1m rleeignat~d pI t~, (r ,':.., Ie ot:)dlWi~e de",ired 'of th, E1g1'1~Ol~
tt>t h~ul may be computed on the curylC y0.1'1. m11~ b~iAil'. Th~ hall dl.:;1"pncd '"n.1
bu mV&.EfU1"1 in hd.Jf 'I1.J1e ',mite: f~&.Ct1on",.1 ne1f !'li.les being all()\'#~d ab full.. l}.;llf
rn'1.I;'i 1tl% mtt~11.~1 h:;t.ll~ed. within one-half ~.1) m:l.le tt.e ;..aul wi11 be on€',.m.J!
(~) o~,~l(} J' dtf~ JIll1e of ~:l:..uL, Ft:"lr ~at ~ "} .;.1 nault-a be:rc,nd t.h ~ "ir'd. one..tl'\l f mil~
t'nd wi :;,1 il th~ r 11. S t. rot lEi. t r. J il1;\.\) 1 'fi11.1 . Jr,:, one , t 1 (~ ./ ~1'c;,~ mJ 1 ~.. t..au.' an'
"'1# on '"' l't,Yw\ n t f f\! ha.l 1 C:OrJIfilJ t~ld. on t..1 i ~ b. .td., 'ua11 bF ![;JC e e.. t I~H1 '1 j t = Hi
r .A,01, !,L [I.. t (Ju1i" y~...r,._mj1p. (..f ..tl'1 \;.1'...t .r Ai'1t'! ,'.:,,)1 OE' f121 c.~ll'1-'en.':l q'l;
il. I n~ I 1 i 111~, t.'l;61\ Dla ',f' r i~.l R /. 01 f. n!i1 co OZ' "'r ..;..:: ~ i ....n t... (;: J (" If ...s :: t~ tall .:;0."00',. t' ~ tf
.!. /I tf. 'loW "1. to ,.II f ). ~ <. ~l' i 1'",\1
cmGR4DF.
n1i"'lH 1p'''tnN
L
I, I'
.fJ · ~11Tlc.
" .
" ~.J., 1
To,( t..lol;ral,e \(,:1.11 01 ',or fJideron a.s those pOJ."..im' oJ tn~. Llg'W!.1;"
']1 ~/' ~ >fl' u' 1';c '",icL., 9I.lI!c.lcinf., f"Jl paving is tc ').:' pll"~el(~ tft..
1 ...Jl.)'t....'lti,;l.)..l\ GC>\'nT'l~ted. a" j iLLM'l'ir:itA'Y ..r ....,!"t..tH'h or r:..\) C l 'i
f 1 J 1/'1,."; t, ,l.10e;r"t., na.'l t", bJ 0 Ig~.t t.\" ~l." P,j }:.'..:" 'lil,'" ,
~r. I.,' t. Il'.lli. Il..JH', il'),~:C'(..r(~f:.'\Je-\..1t.:. '~,I.....e( ~'l.~
., I, 1 [
t 4 IT".
.. T"?-' ....~,....~" t;b.~ drp~,",1~g ,....,r e'1..or,t::>O, a.t1C' ....'ea.t"""r"\~ or ._'_'.f;~b.e~~ 1.f1I ,\.nt-1:')
... oJ '-' "he ...,t..t~ "II to t.~ :....) ... ll:..ll-' -.,) 1.;' "'t'" l~ 1"..1:1 J lll,''''
'; , '......' r:':;1 H ' rh i'Jo-:-J.'L \('., ("'... wi1' t'e l'i.,qu1. €Ht to 9)<.." 1,'. J !Ih 'tcJd 1 d I 1
-.I le !l)>1.t.e:r"al :.1,1 'llM.Y be r.~qlli"ec! .from thl1 wldenir.e of LO:1J\W'LY ~I.,t.' 'lr
f") rJJ 'mll'C"''', ri~. fnrr i ~nd/l ":'l t.t,e Cc.',nty, :3 ll.h s.d.," tt 'no1 r .L,. j .. I Ll"A )1
\'T"" ,nd l)~,1d r.elr a, e~cavEl.ti()n ")T as r 'ovld~Cl uud.,'" the n~l.d1Il,: f)!
";Jc ,..."o.v" ~~ -the O'sc ma.y '-)e.,
"
q,'''KP .~~ F~~ ~URF;"rI~~G
T&1 advW'H", ,f e~ttinL line c.nc; ~3.de ~t(\ke J the ,-,..dle ,,3 .t'''1 co!
~'ll '....j.)e:i l".1'll ')~ cle_T" )"'o:n;toh, we::de, vegl'lt.1.1:1on and deb)3 ..1' tlf
". ,"n ~. 111 e b\..]'D(", .~ 11 de 1'e6.:: irms (lJ ru t8 wl 1 c'Io. roa.y COP tai~ 9 t.orm t" tfh
c,hfl'l) hp. dTa1np.1"l The ent1r~, dlJ'I.,gl;:.de fl.a.ll then be bladed and d"lL~~; .J t.l
I(~, i1('qo;li~ie a1,~ BfC\r'" a re'son..tble- unlfolm f'\...L"'''.lC~
J.ft,~l fo1e fC'T'1E;ojng requirements have been complie..l with +.t).
1- t".[s' b.:'..':-uU'licnt ani :;.rt.l.ciea, for the finished a't~rade~ 1\Ii11 bs ~lv'iT' t.y t.;,
.Fn~..il";T-, t~1i1:l ~'~'1l~ aC..cmplisred by setting tltakefJ_ 0'1 the extre1fi ('1(1.(1' I")f
.. \"/>n:,.'1:' 3.t:l. :.redetermined uniform ciatance from the cent",r J.int' Ld thJ
I ~""I ~~{l l:Iulf1i.cing. Stak,=:e, in general, will be eet at interval., of 1( I .;..J I.t
,..... td.nt: lit... a.nn 5'-' f6€"t on Ct.rVde One~1h S't~kH ~il' be iil(.jj~U.tl'1d. it,.. .I.'"
t lID to l;i.1t. lirltl liJld gla\le "!lown on the plan~3 a"1d tc Nh10h the finlf,nl.~d Jub.~
gl c". 8taJ 1 conform..
Aftdr the rOi'.d r.ue beftn bladed and. dragge<1J as no ~b()fl)rn f\8~1-
, ( .,. ilJ,::d a t.r6no~, 1 f shown on the plana, shall r a cutin th e ('uh~.J;,;.Jt~' t\~ tll
~;.' .~', ta.tr. J.'''d, orown :JhJwn on tne pl:\nfe Teenchlng 9;1ell b~ t'\("t'(' 11iH"f~
h~ ~!...., f..J11fo\l'\.O& p,C'oG~,(ll.l!e, Thf.'l "ontl'actor sht..l?- s...:t OPi-'O:1t~ to....' ~'ir f.i'n~
'C"~t" l'l~r""inbe!ore dE'ac.t'lb~d, atakee defining the width of tJ.' :\l&d~ \.~ll\ ~..
~f 1j T':3,(;il1E;, to be ...laced A furrow shall be plowed in~itie tih" , t..k"H\ @.nd (+fl
olo3el) al.. putj<;:lbltt without oiJturbtng them, turnlne the ma'j Jt 't~('r~~,;i H '
.. ef t.." ] ioe Tne tren('lhlng ol1a.ll then be fonned by blading.. I,." t'H~ th"- ~ '1" 1..
m... i. ':.1 1Jf) both ahol..-ldeI ~ v,here it shall be uniformly dpre..a. ~1. "nf' '/'10'. I
11~Jt9 ';)f ~r. . ~'logrt.,=e g,rlC 1.....,.e.11.o1 t(.. th1t finiH:.e1 t..:1C' 1l, 1'\,"'-'\ '1 tf'. :. \
~,l'.' ~l Y'\~ Thf" !Sid,'!:' of tLH tren. h sh-.1.l1 then 1:-e trimmncby 0,,1.1, .1\\1 ',~ ., !:i.e
1,:1"" ":,,,,,:1. 'b{;j brOU6ht. to th(, propel" g't"ade ar",d Cl)~S eettioL, L S'd l,....~\i"".l
t r.d t J 'I 'L' t J f the f' .)'rp.l!)c 3~ 19 t!l~ tnod "-'110 h i 9 apl- 1 ic a.ble '
The tinal fin it,hing ~nall b~ to a he isr:h t a"ov~ ....\l~~ .~..f'
. f;..f"ution ~u 'fJ.t:"j 1'€ J.etel'mlnci., by tt't'i1 .lnd c.~t '. \'1 L II
Tlk r ,~ov~ll of all 90ft. ".r1 ~ sponLY 9pot~ in the 0 I.lbgrE'.d~ l;~''.)' i;\ l ..' 1 i . J,;'
rnc.lll~.;\ 'cy thd En'1nt;er an,:ll)a.!l; for on a F01\J,",.Account ba., t. '\\i "'~f\l' . iJ
~rl ..: tIt .~plaC'~ that wh10h haa berm rom\Jvod bh~ll be Bec ,.,'1;.~ ,\J'~ :~\ \ f' Jr' '~~
t~~ !3Slnf:' wo.nnAT as ot.J.tlr borJ.'oVl. Tn light sandy sCilg ..,h~.('~. ~ ,'" .,~_.
J.~'''' ',id}.' imI'r~(lticalb~ "F111"'T", a.s b(;:r~ln de~('r1bod, ehL." \',~ .d:;..'.l....;.,
.J.ln.'"u. tr t..1fl ,SUbg:r~d in shoh quan t1 tie;3 as may bf.' nf'So"" l~al'r '\ U :'t J~
c.')f..p,",-cted and unyield.ing eUl'f~cd. "F111er", ~nd th'~ hau) ot\ ~ .:It!tl. HIH ~. h
... ~-" l~ej l"i.,~ ..>d.Ll f-). ,l'-'h.~rei ~_ -,lb.l() .::;.r:l~ it !"!l <~l~ be- ;~uJ1 .. :li"I."m .' 'JL ro.,
.. 'J ,~(.. : r) ,.;; i l:.u.l.l1l.:q;: and l.. ..~ i n6 in l"ne s\:..b 31' b.O.Q ,
I ,. 1. _
,
. ,
II
~
--
~. '.'
......"..
When or-c'J.erE' 'I. by the F....[;1.neer ~
3ubtP-ui..:! with W8.'sr or cl11 in aucn quantities a.s. d1r~cted.~ v.ate:r c.n.J. 0';"_ ..
be met...sllred and paid for as follJws ~ Water w+ 11 be me.aaured by the r.: \ .
gal] on a.t th'3 point of delivery on the road and shall be paid foJ. at .....
con l;r.act prlce por 1000 gallons in place. 011 'Rill be nB asured 'Jy thp. :'(1.1' .,1
(42 UoS. gallons 600F) at the point of delivery on the road and shall ~b ~_.1
for at the con tract price f'er barrel 1n place.
Special ca.re shall be t 5a.ken on curV<io to a(~oure tlle .1- r0per '~j d')
1nB and euperelevation as shown on .the Standard pland for this claQs ~f ork
Grade arId 1ine, th'roughout the stageR of constructing the "J.~),.
grade, shall be secured from the reference sta.kes hereinbeforemellltiClnad. ,..~,nJ.
t:l,g finlshed subgl'ade sn0.11 le;..\.ve a surfao"3 trlle to the crt)se sec~,ion <Jhcnj'll
on the p1.:.rl and having t!l~ line ~d grade ataked. by the Bflgineero The ...utl
gra.dE" ~ha.1J be maltjtairt.'Ht in thii4 condition until the st'~~fr-l.clIlg ha.~ b\;.;.;m
pl ~c~do
I
" ~. ,>~. ."." .~~. -.,~ ..-.." '~,m~
~ULVER'T'''' .",-lD L'RA ..""'
PIP t' "'Tn.,~rf'TS'
:)E qCRIPT r ON ~
Pip~ Cl.lll/'~:tt8, end wa.l1h, catoh bastnc;:; J.l"')f ln1tlt", fltc . ,.1.,\1'
or !.onatn.l.(-:tecl wh.,re shc;>im on t.::' pl'in~ 01 ae direotEd '.'1 thf:.l r.ng:tnt"ol,' c..,.(u\ .1..0
c_,~~,~')rd~'loe \.' i"th th6 pla.ne i:Uld specificationd ocvaI i ng tt.~ va)" 'tau,", t'Y'O.'I~ l'Lrlcl
4"lla.~a J' of C"! a tl'l\C tl on,
Pi po Cu" verts shall be of pla.1n Of"mCTete; standartl or <JAt:rf.. G .:t'nnsth
r"'~lf"nt1e0 (~l}llcretc (n,' cOl'.fugat~(i m<,tal as o..Jt"lolfied on ~he plansn D~')u~l'
~ tJ · 1.:;-1..'1, Jal t gle.xed \'1 trified ola.y sew-t3 r pipe may be subati tu ted fo-c plf.\1n
oonorete at the option of the COl1traotot'Q
:~aTFlH At:
.1\.11 ma.te:rifll used in the cons truo.tion of thf'l various c;lra1nu'bu
:35f'U( ':.uTE'; nlit@!d a.bove shall conform to ijhe follo..ing req1.Jil'eman t"I"
CTlNCR~TF. CUt,VERT PIPE
fT41UJ.AFD SIZES:
~;jll:) in~ inside diameters
Pla.in
(Without Reinforcamentl
. -12 inoh
18 It
Standard Sizes of pipe shall be tboae of tLc
StandaI'd
Reinforoed
12 inoh
lS 11
21+ n
30 ~
a~ ;
4S "
Ex tra Stl'onith
. lfe 1 n .tir.2. "..L
~oh
30 "
36 ·
42 ..
~8 ·
~~
If
"
PLtI~ C0NCRETE CULVERT. PIPE:
Requirements
Pla1n Concrete Culvert Pipe shall oonform to all requirem~nt.~ or
t.t.i Teutatlve Standard Speoifioa.tions for Reinforced Concrete Culv,,,>>t fikl8 of
';he j(lint Conorete Culvert Pipe Comm1 ttee 1929, except thoae requlrement~ 00"'"
erinf;; l'einforcement and test strengths. Plain pipe shall be made by the
II<....cl"1int~ tu.mped procees1 that 1s, using oOllor~te that 1s ne chanloa11y oOl]1pact~d
in th~ forms and is of suoh consistency that the pipe will stand without
a.pprel.;lable slump when the forms ax:e removed imre diately after oompaoingu Plain
~il~'e may tUao be made by the centrifugal process, that ie, using plastio oon-
~rete from which a part of the water is extracted durin~ the moulding prooes~
by J. ~ lolving the pipe at a periph~ral. speed of a.pproximately 2000 foet, IMt' millute
The minimum thickness of wall and the minimum supporting atrengtn
~he~ tested by means of 3 edge bearings shall be a.s followex
Inside
Diameter
12w
19a
Wa.ll
Thiokness
1- 3/4- "
2...1/4-"
Supporting Strength
Lb,. ~er &1nu ,,/
I~OO 4. --
2G50
Plain pipe shall not be used in sizes larger tnan 18 innno)
STANUAFn AND EXTRA STRENGTH REINFORCED CONCRETE prpF.~
(0) Whtm the pipe -i~, ma,'e by tho caAt. .tIoed>;;€: it ~r.'-:l" C~ C~ ion d ...u t.:.,~
tu.E-'i'~ of ciIl ltlt1matC'l comrreesive strength l'~ concf'"",t~ (..f "75') pOl.'nJi V" ......
inoha Th6 :ad.nimum9!'al1 t~ioknese of caat pipe sbi11 not ")0 It e~ t..:i. Invtji~ .
in Ta.b1.e I f')r ~t.and :;;;.rd Pipe or Table III IO'!: E1Clr 2. 8 trength ", I" 'Of tr.'.
J.....~,nt} CornOli t,t,~tJ Cir r ;i f1cationa.
(do) M~c.!:lin." tampe..; or centrifugal pipe ma.y 'b~ c.t~~igYll"'d on a 'h...ai 0" c...l'l ultj.
IT,ate con,presetve stl'engt'-1 of conorete of 4000 POI'PC" pel ~ql.lare inch frH ~t~t)')
d,ard pipe and 4750 pOHnde per Elquare inch "~Cl A'Jo:t.r.. .;drf1'l.:;th pJ'I.)e p-r~,vld,("d
the qUCility of the conc-rete'is such that) whal1 teflted ).t dc':;crib~d 411 tht:'
ft\11o~in!2: pl:l..tELgIc";ph (e). the ultirC!.~te com;ore...Rh: .st:rongtn at ":'c d,') i llr.t
lower than a.3,~1l]med )~ t~~ jeeign Th~ Mintll: lnl c.\.11 thlC'knc,6 c.f' maC!dnfl Ill....,,' ,
plp~ shall nett be lef3t.~ tr.an provid.ed in t"\.nle II for 8t.;>.H0.c"rd ?! ~,e end 1'.J.hl,
IV tur extra Strength Pipe of the Joint Committ~e ,p~ciflc6t'on~.
(0) Th~ C()!41prabsive 6trl1ng~.h of concrete for USf'! 'r, maohine t.:i'.( ':-'1 ",~l!le ..1:.a1"
be te9ted, by mef\ne of Co seC'tion of pipe \'1.i. th f.l~.j n fnd3 not l.l?a~ t~len Ii 1.0N~':H:l
inai.dp d\~mf'tt'''. TheBe test speCimen shf..J1 (:.J 'na.nil.f~.c~,lLed a..,i CJ.1'f't. '..tn'.idl'
;1,centl>.l.l o"'Jo'it:ot'l"l 'tv:il.h tt.P- cul/ert. pipe. "h~ ~o!1.?r~'~be 9'"el.J.~tn of C01.
trif'...lt.-w I~('ncr~t... C..>!lJ.11'):l c~l(ulctte\1 fl'l)!J1 tr:u13 rf 6;t 1: i"l(,~ '='jl1n"'f'J.B
mCl1'lo<1 from 1...1 pl:if1t'lC CODccet; bef('IA ~p1.Ju:ing" ~.l '=1Pt~l"''1!..'n .tl,i'" ',;'
OU"'('~"I1. 1 IdOl 1:i~rJtlc81 0 .-:iti l,fj 'Jith the Cl11\re....t. P~lj} Tr_~ .'()"~'.t:e. 1""'1 t:. I
t,h'Uf; {..bt."in~r' 3hal1 \)e Oi~Trai"...f' &n ~'r.i h?....h f 'toll ;d.t.~1J ,. rr~,v"'t , ""nD -::':
"fiPlr,nlng" C,nt':'L tin ....c::'...' 3i"1~ V, tL.. "W~-lt~"'~1""[>.entJ&ti("'~:l ~~r'" 1l.i..,,,,
~hrl..'l b.,j '('~lC"; :ir\ t.nF ":'i.-0'('t:()n~ \, f +_.~~L:' ~."e '.1 1". iH"C',~ j'. tUI . rT' r.
fl. 'd Met'1(l'5 c..'" ~' (' 'Io...,rs ~.1 r,.f>'-lt "('en". tl;> ~,~~. ': ,.' I ":1-en ("~IS~""7
~1) 1=11 .. t 1 nt
i I ILl ,J
~
,. 1/: 1 tl 1. f "I
,II ,
).' ( i 1). "'\i I €. (j I~ lr~' 4~ r i),; _ f C i If ~ t f''t" E (f
I ,''If' I.~ t.~'!€ b l' . l'~ dl i;~ l :'Y .J/;. T.~
p"~vJ~' ": th"", r:rgjor: '
.:'Itv ,~",,\
'.
t..... ' " (' f 1.1'
~ ' "
," ~ <;.'11
..-,':"'). ~ ,
,
4- a..
\
\
1
. -~ .~...,-.
~~
-. "
,.-. .. "......,
--.-........... ,
- ----; --Jhomri....:' '-O()mpq~ 1 f'i0rilTy -Lad}'; -. -7'.- r 11. ,.
r . ~ i." j- 1. .. -'.. ' ..... 0 n r:- t. R '!: OJ t.l. cleHl'. (.; r '... rlll ,
, lWt.1..nCi c~te }I....rf~, r'e1'!9~=--_ ~____ __ . _~ III lid. I ,.' l
. , Jor)[!jr Go:.!,€':' (""p, r\c~t.'
a'!"' ]"". "Searing : ~c.. '"'pf:r .:!{ 1.ibc1~r. ,.;n . ..,'"
,I r,!' : PUJ:~l..!on ~ r'rQ.!! ~S!!l11L__ __._ _ ___.
I'
t~i (lion 1': 3
j
II
II
;:\""~~_ -.A
\J~:"'...l.ln
~ ,~~ 1 tn~m ~ ,.2. on · --1.:-__ _ ..; 7. . __
.""ang~'lr ~ll'
M~'.1 wUL. ~r .. '.J~u t
Phoaphoro\J.3 --
~la.."i'1!utll '\I~'" '1:'1\ . "~5 . Ol~
..t;: ... _ ~. .r~_ !_1 - .J
~lll!J!lJl -. -- - - - -
,r .
'...!', ' II'.!lr
'i1 ffC;,
'. -
_.Y _._
-,;,.,..~._~
, ..
.
. ...
'- ...~ -,,--
o.
'-
--~-
~~._-
:.
'0
~-
":"Lnt
~,. ;'11+0
· 01+0
..2....._ ~
~ 0015 . .015
~ 040 _: .01+0_
~ .~..
. ........
.
. -.-... _.~---
~ ,')50 i ~QlO
~J:~. iU'l! ':Ie'\' ~oZln _ 0 "
____ _-A:______, _
(' . li" r
Mini trlll:'I\Ocr ~-l\ t
iT0\ 'ib~~~~;' ,--
., , r .. ,nul:. " :' 1.' c.,n t L,::'"
~;-(-fff;:-t Ii ve
,"1 ~~ 'Y'en t E
~J.-L~\l_(!l~er ~~1'] _ .....:;~. ~~.lO
~'i.ln. 0/ i ''It ~l ~
( , '" !fie 'I to 1
~f ::d lJll. ro l)~.c C t -n t ---!..~ 10 : - ~
~ - __.~~__l~_i-=.. IV
-~-,
". ..l:- 20
~;20
3.1tC
~ 20
.002
L.._
......- ~...........-.-
:...- ---
~ -.......
Or;
~. "
. .. . 'CI .
~i.._.-=-____ ~--------
· 95
o~....
· ''5
.....
: 0 70
; 0 04
"... ; ..'
0--
-..._~-
:.o~, ,
Wwtght To1eTanc~:
:'h(; avr. i.... '" "ieght per square foot. of the ~ulv,:t't pi)e sheet!!, c.,f.
do t,el'tn1 n3(: by '"e lLhlf1g in 10 t.,. nc t eXf,eeding 6000 ll1i., sha1l not vary freno I~hti
T ~ "o.,.'~ti(";.;.... W~ i..,h t hy more than ,% e1. tner way for Jach lot of an4 btLug8 W".,-'t d....J
"'L~:UI.:r GOdt1 tlf,-cl' we1J;;ht 01'
1'lle "1,.....'" IfJ" :-a.1 :heets shall bb \.J.n' fO_l'mly gallTanized on both u I z~..~
hi- t..:. h- I, . "0 ~e..~~ P. uniform coatirg llf pI troe western ap"il teJ~ ahal1 bn npl)11eu
<. i'~. l~..i;a.Jf n' \. I'" iQ t.n...,. 2 oz. pel' SqU"i.1:6 focit of metaln Tf the e:Lverf'~ge
l"~jJ1 \'C;' i"H...ti 19 a.s d.eterm1 ned from aample& eho'fs less than 2 oza. of epel ter per
f.lq~are f('lot of ..Fit....), 01 14" any onp. 13a.me-ol ShO'NU It.t:i~~ than 100 oza of t::!)(.lt.,:r
p-3.' UC;u f,t 'Ji' l!1t.ta.1s +'r.", shipment ah3.11 be rejectt:ld. Sheets. having b11t4tf:'r
a.fdt'l ; .h'JJi:" " or .)t.h~~r impeTfectioD~ in the galvanizing after oorrugate shall
~~ I ~ject~d, '
Te €L~~' fo!_ :J.I,le.1.Hr coa.ting:
The test., f'), wt:it.:1t. c..-f spe1ter coa*ing ahal1 be 'l;.:J.j:l., a.u debOribl..(
~~). ';:ni.IJ.j S~a.'te.;) Dvpartme.1lt of Ae;:rin ltuT€ Bullet.in 1216, Tentative Sti;1.nd~.i.r)
~'tJt...."d ':Jf ""8.!D..1 ~ l)~ and T~)tine Fi.::;h"'iJ.~r Ma.f.eria.lsJ aiopted. bv tr~ Amerioan
J..:'eooi3.~i(n vT' ql;~J-r.;, Bi::hW'l:.l.Y Orficis.lfl"
.;~uur.!sQ. 1.!!:.\~rj6 or ~tal ~
frO" metal wi 1) bt' e-ccepted. under ti.aI3€' epec~ fiC'atj,ona ann no bi:.a
'tl i l' rlt con~! ierot :fo~' th~ ma. teri al above desori bed' until aft€'l thf1 shl:et
,.1, e.Jl1.l f i::,.J tt t'ef 9. <1 t l' t i. fi ed a.l1a.l ye 1 e and ma.nuf ac t.u re I t ~ g;ua.rc.n tf" chaIT <: be'eo
~~ I ei upon by t,~e Engineer and acoart~d
W:~al:>ra.n.a.1.ng or o1;;n.er m~erepreeen1:.e..1;; on, u.n nODun'l <,.l.Wl, "y Q
p-ro('uot, will 9.aoh be considered a 9uf'ficlent reason to diqcont11'lue tilt
acceptanoe or any brand under these speoifica.tions, and. not.ioe sent, to f....e
aheet manufacturer of the discontinua.noe of accepta.noe of a.ny bland. will b(
considered to be notice to any oolvert oompany which handle that particular
brandn
The brand of metal to be furnished shall be speclfi~d in the ~~ ~
Sheet Manufacturer's Certified An~~1s. .
'hemanufaoturer of each. brand shal file wi th the Enginoel' c..
certificate settjng forth the name or brand of netal to be f'..!Y'l'~eh..~d ...:.r" g,
ty{,l1cal a.na1ya1e show1 ng the percentage of each of the fiv-=} above mentt) II. ci
~h~wioBJ elewentijn The certificate shall be sworn to for the manufacturin~
OOMpany by Q, person having le gal author1 ty to bind the company <
Sheet ~anufacturerOs Guarantee~
1he ma.nufacturer of the sheets shall aubCllt with thf.! O(p.ti~iAd __1a.Y
~ie fil ed, shall bear a au t table ident.ifioa.tion brand or makr J .;.wl(1 ml;;.l' Of
rr;iJ:ll('!.c~d .vi t,hout coat to the purchaue when. not in confoT'mt ty wi th th! apf ( "fi J ~
~~lyala, gauge, or apelteT coating; and the guarantee shall b~ so word~d ~e t
r~main in &ffeo t eo long as the manufacturer continues to fll.rJ '\ f<h mat , tz.~.
1Mntlf1oa.ti.Qn ·
l<<)"oti'lVerfpiT:. will be accepted unleas the met~l i ~ i 'lAn+. J~f~ ~II '01
a. t3t_Inp on ~aoh section aho\i1ng"
Firato Nanre of sh:~et manufa<:-tl.1.nft"
St:C'ondo Nan:e ;)' Bj',\nd
Third, The Guage
The identifloatiol1 brands ahal' be plaIJod (m thE.' saeptfl b:,: t...l..
mnT1lJt~,,"turtJrf' of thu ahH~t~ in such a way t:.hat Whe.I) rolled int.o :l"~.'U ~Il'lh
tJ.t1lltirlCU.t1lHl ohu.ll ah~ 8.t 0"\ t,:ld o'.tt~t' j cf a:z.ch ) t~C'fl of Cinch .'): I. 4 i'1r...
~,Lvin,l, ithy uNctions IlC,t !l(., otamr.eu l~ha.11 be rn'(lmrJtly rejec-t:;f3d.
1.H.I){ I'a.tO:ry: Tee. ts ~
'rhe:n-uof.' ol.tc"j ni'H~ J/IOV ~~d, ~ 1-)Ol'(ltVl Y tf.J I, ~ ~in(..o.l' l;)1'" .,~I. 'f.,
:l.ooor,111 41'. with the- m<3thoda of the American Socd.etJ 1'01 tt'lt.t.i.o6 wu.t j~". (~ili
tnll Ohf'IJ111,t 01' lDOp l;l:10f) hurl;la1.l. ~,:>a1!3ndt(d or E>.l,prOVtn' b~r ttt" E'1~int"l l~')
("lmuiooL""hlb .Jh1.pment .,'" wht...l ~hall ')l-, rlji=lote,~ until ~ft..., _ t~ _'/lJ
na.,. bdf n UlEl-"tl In UIl)' "l~l e il ....ien tne Wlr~ya1a cf tl".~ 'r-&~ .m. t(.~" ,L, in (~i I.
.UH'~ trl(~ -ll,tlt'l,l n.al ~~ E"fl.l.1' .(1 II any \1J111 i]'~ ctH! ',t, :HU~I ;'1"1 s~_r,l ;f~,.f(l.ot
to bl i l.h p...T't.f, ". r.hr II.: dEli 18 Z Of\ en.,a 1 h( .: I! ::: i dp r ~d f i n~~ .
~~JL hn~~ j'~, ',f) I V _ ~ '19.1 ~'C tJ.2!:l.~
"11. thr t;l1e,~n\I"')' ,- i-:ct;;> ll..,/ '1 .. t..t, \... TLC.~ ij '..
th&) .r" r.~ mi~ 1 t l't.1.~ c'ulvt t I in' ..';:'1., ~ J _'I tr1 ~ (.Jj;' ,"_ t t!
"'II (fl,}"". t'utl I, ..:' tn',11, t,_i ,;.l. C ;l1I~(,J.l ...lJ i j '!l... t {f &,,1'-1 l1eFt"
1tI." \nUJ~ll1t'fIP 't)fJt ,l" u1)' ,.]1 l..Ti t,l' ':C.) _.J.ll" ~~ll
J
...
.. ,
\w
I'.> j~
'-
"
I
Sha.pe
Culvert pipe fum 1ehed under these specifioations shallot:! .of thlJ
fullo1rclo, riveted type, w1th lap-joint constrtlotiono
.' onpurpoaee, aild every feo~""'lty an.;!'" 1)., ..
tended to hinl for this purpoaeo Any material or pipe incJ J.ded lp ax,;,,! eril ru .
whioh haa been :rejeoted at tr..e mill 01' shop wil) be considered Bllffioiel t.
cause for the rejection for the entire ahlpmento
Dimensions and Weighte~
"'he~lengths of. sheets, uldths of la.ps, guage of th~ unnoat~"l l6~;"ot.~'
(Uni tad Statee Standard Gauge), and theoreti(:al weight per linear foot of ",h".
f1n\<,hed oulvert pipe, shall be as specified in the fo1101ll1Tle tabV" 'T'he- ~'l!
en~d,()Thl given for diamete" of pIpE.? are lIomlnalo The ave-rage weight pl,r ., ~ H'. .3..f
foot of a finished oulvert, exc)usivf1 of end fini ah, sha.ll not '.lnd~l.'r\.m the
theoretioal weight app.cifiad JY more than 5 per oento
-">>OmfziD.l- ~ ~ tLeneth of ~'\VIdth - ~'M1nlmu;-Gauge- - ~
d.iameter : aht,et bl'-fr:He of la.p U. S, StandaTd
t : forming
1
:1
... )~
,"
J
i
,.Ii
. '~
j
.
Inches ..1>,., 40 e. ---'16
l? Inoh(~s Inohp'EJ
200
l~ 60 2,,5 16 .
0
24 80 3.0 14
~~ 100 3.5 14 0
0
120 305 12
~2 136 ~ ') 12
.-
4~ . 1~6 .. t:: .' 12
- ~ ..0<'1___ -.)~ ....~-
Theoretf"O'al v{f-T gb t-
per l1ne~! .foot o~
fln18h~d \,1." 'fe It
f~y.chll'J~lTt- If t:11Q.
i!n lii l'L
3 1 ,.u- j:..,-- ,--
01. I o,~ .,
'J
:',
;
'~~
~
~~
;~
15.7
?5 ~
~-;... "
."c:. ;..
53o~
(;0,,0
10..(
~;'~
'I
i
~
Nat Lanr.tr~~f Cul~rJ P1~e,
Tne length of culvETt r':e ~p~r if:pJ en&ll bp tae npt .~n~t_ f
the fit'd ~h~,l culvert wh:1oh doe not j [I(\11l06 Uly lL3. ,..,'rta] "t.l.:e '; to ..) ('()....J e &. \ 'nd
rin1 -Ih on tn." :r-1pe i r thl~ aveJ. t..g~1 defl~ien(":t in 1 'r E:. tn ,) r ~i.ny shi..;lffl1mt of
! 1,v.l 1.. L"t ~t r II n u J. 'pt.!' ccr.t.. I;'li. .'hlI>m~l t 3h~.11 b. l.,..,;f;(;tt'l.l"
~
~
~!
1Q.!H:Jn-9..L S eC t :\ o~'_:..t..
~.11 plpl sha.ll ~)e fllL'1{t.l1el' in tl..e len,i,r.h Cl.(-lel'erl, , O"'P1:. i',n~.t .:';1"
fOl ol..lvo'.l.i 26 r~ct or. tl]l)r'~ .In llnt,t1 may "')f! fUlrd ~h~~ iTl i..l':ctl('r~1 n,')t 11" l,
that.l 1ft trH t. 1'1 JfnetC't ~) :.virler~ ",,11 1)N~e~9a.l.": f'lll ".)~;,lL1t.~..:,.... "lrt,lpL (:'"
~)f (n..u :./' 0
'li'Jt t,=,.!llElll fc-l..~~nE'nt.'I"'()"'V'Ilt: 'ees J~~arl ~~'tl,,_,e "\(.,, , t.l' g,h,llr.. It
(lll1l'onl ,n 'il I11I.\Y be IhO'U fl ed by ; it tt-?} .;<.utr."'T'izu.t.. on f I (L'1 .:r b 1" ,,) "" , r
~ t-.l "\ tl,
Cor t'..H.d_tJ ~l~..t
CoriugethllJ.... '3~_11 r>t nl r. ~~.. -i thail 2..:/4 '"t.. 1 ''(....r
tj t:en',fr T~/'l; ~\,"'f';,;Itim~ ohr:t'1 bU":E (.... i3,t;,tn fJ'~~' ~
t - ",
'.!<':"l .... ;'/"" ). '..
1 .. 1 1 .
t: ill . 6,,4. lr ._
iii
- .- .. ~~ - --..... ~
~, ~
_"or ,
-, "'
-~
All rivets shall be of the same material as the nase metal ~r "r
1 ud fOI' the corrugated sheeta. They aha.ll be thoroughly galvan1 zod or l~"
~ltl'di7.edo
Rivets' shall have the following d1mens1ona~
(two thickneasea of sheets,) 5/36 by 1/2 inc~
'two thicknesses of sheeta,) ~/16 ~y 5/~ ~.~
!three thiokneaaed of ar~eetE3, 5 5/15 by 3/', ...11':l
two thicknlJl~sea of sheet~...) ~/g by 3 III 1z:r 1.
three thicknesses of sheets,) 3/8 by 7/8 1r l
All r1v~t. sh&11 be ctriven cold in such a manner tlat the f.~t~
...!r~,Ll t hI J.r'j.'Iln tightly together throughnut the 9Dtire lap. .N<1 r..v....'Q <JhJ.l". _
t~J.() ,I thfl,n tW~::fil 1t~ d~ametcr fi'om the edge of the metal. All ri'T;:J. j '=i.';~"l
h...' I:) ll~'c~~. "")rhnf.m~1ke~ '-!.nd full hem19ph~t'ica.l heads or heads cf .::l. 1'( J, u,( (' .1._
ta"\ I tt) ttJ,~ ~ngineer, ~3ha11bt. IirivtHl "1.thOl't bending, and ~ha::'l "CmI.1lr :1
. 'I' .,hl 1.01J Lons;itud1na.l aed.!1la shall be riveted with ont: ri\C3t 111 ~.........'1
,{u'1. HlTl'u(;Htl Hln '1'he lc.ngi tudina.::.. Be~Hl1e of 30) 36, 1~2 a.nd 4-g inl1h .';Jlpb .zh....._'
1,,.;0 .:.m hj I 1'1.'1( tJtj, Cir1l.UL...."n:.'dntialJ shen. riveted seanla shall ha.v., b. :ll&.A.!.~.U:1
.tlvet 'iJ!)1,lC'ine vi 6 inches, ....r.J: ahu:1.1 la.p ona full c()rrugetlon, ~:.J':pG ~.l.... ....
, '/ 1;.,,\ wil' b'.l cl. f'fio'\.ent in 12 inch ~1pf'v
No. 16 g aug e ma. teri a1
No. 14 gauge material
No. 14- ga.uge material
Noo 12 gauge ma te:t 18.1
:1() " 12 gauge material
~nd l"'iu1'ilb:
19lh~ inl-!t u.r...d QI,V'f'.t vf a.ll. cu1v~t't ;fi,eJ l.f for Ui~ .u";hc.,ut r......._
dllr.t, i:..l.!.ll h~ rt!lnfc.l()Ad 1n a mann T '-lJ...JTOV.I,] by the Ene;in~l"'r
Is. ~b~11 is l'~ei, it shall be ~'1v'etdd around the ana J1 Wn4 '"
"ert wit.:l r'l.i!~te b.~ in.f;o:va:? uf 10 lncrB~1 or leGe., Thia band shL1l .c~; c...
t.:.l"~i...,jd Cli' to. 1 bi.j.ui\T_1,;'1; in ,:rn)a~ __,.t'" ""i.on to 3/,3 inoh by 1 lOCh fvr l~ E;'-.~ f~
llo.JtJ.l; L_~\,4 ;/0 1Y'1(,'~ 1..'1 1-a in. ll'~a fOT 14 c;:;a1.lge and 12 t.a1Je ,natj,l
co\.:~;." : n~ B~M~
ti91:i Jolnt.~ '9L1U1 be IlU:a.d.~ \\1 t,~ b~.:\;~ 01 the same Jii;.l,t.,.,rL 1. .:.:.... 't..l.
...~~ti' ~, Wld. ...he:..' 06 not lea3 thWl 7-i inchee tlide; so con;:truc..~d. a.~ t,_ 1.Q,~
on \."..1.~1 po:r\ioTl o:%: C.1'1h of th Z!ll~'::-r.t f",_4.1tloTJI't to be cOlnlO~,~'.L ~'lOl. c ~rlr
llt'.L..11 rN Iolvn "'It.. .tt.d ....t t.H enC:.. ~ &.rolL....,'~ .: c..vi,.. 6 Olin"\. JIl,tl :amen::.. ....onfJ v! ...~ ~"l l~
"t)1 1/~' :1. rkch ;...ll'~ c.. i' ~ .,sth "~.. !.l..l. h: t'l.lll "ld th of 1.:> anti o'r b}r c ::....r ....J,F~OV"(l '"0.,
tl'l..n,'" 1 of .li'~1 te',",. atr,.n""t'1 L..v.:l:l COPrll' t:,"(1 shall " l....,t n, d D)' :..... l'_l:...:t
,'VII 'tl(t't,. nl lC:JrJ ~n::.fI i :'1" in J,\;;!.h tl"l All .,u",: ,:J"mnil1+,'.il .1_ ")t,, ..."""'"
,., ."l..lv....n~..._'~ fwl ~l of t:...~ sU'? Ci' J \ty au tbe ba.Gd met!:.:. ir.. 't;'lJ (; ...'lr.._~.,
'I!') I I,l....f\' 11-;",~
-(1' ~i'1;;. )J~E.Jh.'l' 01 .w.... ~f ~)eoifioat10ns that in adi1.i t10n to
rt&t4p11anOU ~1th the deta.ils of construotion the oompleted pipe shall show Od.ro-
l'lll, !\nil1h'H1 workmanship in a.ll partioulars.
Oulvurt pipe on whioh thu spelter ooasting haa been bruised Ot
bhop or to shipping, or whioh shows defeotive wcrkmanwQiP.
l'Jlh)Co U1 'Ghut 1n tl1a
mw\l 1m ~.'J IlfJtlJd.
This requirement app11e~ not'only to the individual pipe, bu 0
the shipment on any oontract as a whole. Among other, the following defedte
are speoified as Constituting poor workmanship and the present of any or all
of them is any individual oulvert pipe or in general in any shipment shall
oonstitute suffieient oause for rejeotion:
~~! ~~~i:~i~:P~~r a atr~ight oenter. line ~~~
~5 Looae, uneve~ lined or. spaced rivets 6
'7 Unfinished ends ~
~~ Lao~ of rieidity (10)
(ll) D~nt. or b6nda in the motal itstilf
Elliptioal Dhaplng
Ragged or diagon~l e~~ ,~u~~_-
Poorly formed rivet headb
Illegible orand
Bruised, aee..led, or l r ...k~ll '." 1 t
coating.
tield Inspeotion and Aooeptance of Pipeg
The field inspeotion shall be made by the Engineer who shall be \
furniehed by the seller with an itemized statement of the sizes and len~ths
of oulvert pipe in each shipment. This inspeotion shall include an examina-
tion of the oulvert pipe for defioienoies in length of sheets used, nominal
speoified diameter, net length of finished oulvert pipe, and any evidenoe of
poor workma.nship as outlined above. The inspeotion may inolude the t akin~
of samples for ohemioal analysis and determination of weight of spalter ooatin~
The inspeotion shall be made promptly upon the arrival of the
material, and the purohaser shall be responsible for any demurrage whioh
accrues on account of negleot to make proper inspeotion after he has re-
ceived ~S hours' notice of the arrival of the shipment.
The pipe making up the shipment shall fully meet the requirement,
of theae speoifioations, and if 50 per oent of the pipe in any shipment fails
to meet these requirements the entire shipment may be rejeoted.
Sampling.
When samples are taken for ohemical analysis and determination of
weight of spelter ooating, at least one sample from whioh a spaciment2-1/~
inohee square ~ay be prepared shall be seleoted from each 10 culverts of a
8hipm~nt, and not less than three samples shall represent anyone shipment
~~IUC!iON QETAIL~
!iQ..!ght_of Embankment:
The maximum height of oovering to be placed over a pipe oulvert,
mll.UJul'ud. tro1l1 the invert of the mlvert to the orown of the road-flay err slopt
of thu u~~un~~nt in a vertioal line, shall not exceed the limits 8~uoif18d
in thu following table. .
"-
, '
.._. _.__..--~._--- .-~ ...,. ~._~----~-~-~~---~..:..I.~-
TIttt!. .- e. n onorete ,.. Standard eiD oroed
Ynu1de or Conorete Pipe
.Y1.iXlfied Clay Pipe . Width of Trench OD
~ofTrendh 'on' . - 'e8.0b side at top of
each slde at top of Pipe
__--. p~l)e
6"
25
1(1
12"
over
12"
o
The ~1nimum height of oovering to be placed over a plain oonorete
I'lllU UlO"UUl.'~d. from the top of the pipe shall be two feet, exoept in elde road
uunnuot1onu. on reinforoed oonorete and OOrrugated ~etal pipe the minimum
1!ul~~ht of oove:ln.; sha.ll be one foot above the top of the plpe.
over
12"
12
o
6"
no
limit
35
35
25
22
18
20
18
15
~"
III -,-.
30'
25
25
22
17
15
15
15
15
tU
i!4-
12
g
i~
~~
("!.1>P11uI
1198 than
ul~o to Plpe laid under emoankments where tne
~he diameter of the pipe.)
xtra.
foroed Cono~ete Pi e
ldth of Trenoh OD
eaoh aide at top of
Pipe .
6"
12"
over
-.12"
no
limlt
" n
" "
4-0 w 30
40 30
35 30
30 }O'
30. }O
}O }O
}O 30
of trenoh is
!to
1tO
1to
1+0
depth
p~~o~ni Pl~
1 trenon snill be exoavated to the wldth, depth and grade as given
bY thu ~ngin~..r. A full oond1tion shall be provided wherever it oan beob-
t~1n~~ but in no oauu 8~a.ll bhe trenoh be of leaser depth than one-third the
dlumutur of the plpe. If, 1n tbe opinion of the Engineer, the material in the
~ottOM of tb6 exoavation is of auoh a character as to cause unequal settlement
ulon~ the lonKth of the oulvert, the trench shall be dug below the grade to
u~ab ~ dupth ~s ordered and'backf1lled w1tb gravsl, or other suitable mater1al
'I.n~\ thUJ.~)tlgb1.y tL-\lArJed 01 other\"iie.e compa.oked to insure an unyielding founda-
\ion. Tn o~~u rook, in either ledge or boulder formation, oocure in the
Du;,tVIIl of ~h\i tr~noh,-the rook sha.ll be excavated below grade a.nd ba.okf.illad
\li'1;b uu1 t.e.'ble mater1a.l sO that there will be a.t least a four inoh ousien be-
lJ\lt,,~un thO took and all portiona of the pipe 0
Thu buttOll1 of the tr..noh upon whioh the pipe is to be la.id, er.a.ll
h'- ovnoavtld \n Ol'L~"r '\,0 cl.cooUln.odj:.t~ the lower Q.uar'tier seotion of th" piptl"
Wl.~m u. p1pu of. th", bell and spi ~~ot type 1s us~d, croes trencbee bhall be out
h.CI 1'0 lH.I 'Che bud. juut auf!:1.oit.nt to admit the bell, to in~ure uniform bl::laring
th1.o\.l(;heut it!" (intirt: l~neth.
In tJ'lO .n,noh" ~ J..f;.EJflJ'c..~ .;La speoified above, tne J;ipe Jr.;; 11 bd lo.J..~1
".'l'.,nl"l.. .t t." l"..ur an.! .n,l wit" ,ha bell end UP grr.ie. The epho' Jnd
dl I l' l, 1 n,.l 't'HJ(.1 J.nt(.l th~ bull d.11 far bob cont:tJ.'1.~c tion 111 pel'llI:l t.
iJI1 "'t1Hf lj~l and Elpl~--e- 'tYP'e >tne '"low<<ir--;pOf't1on '0 oe. e '~ rr
atiff mortar, oomposed of one part Portland cement and pa.rt .nnd, 0'/ u",t:4"jr1nif
thickness to mak~ the inner surfaces of the abutting sectiona tluoh n~d n~'t1,
wilen the pipe 1a laid. After eacb section ot the pipe 18 la1d '\'1l~ lJtttJl.I'fr11,
matched and the see tione have been fi tted as olose as, the oonntruot1()J! ",1 ~tl
pipe will permi t the joints, both inside and outside, shall be ,Jt~~\lnd lii th
mortar of the m1x speoified above.
Pipe with overlapping or butt jcinte shall have a mo".tl'l,l.t "blJ..hr
at the joints, composed of one part 130rtland cement and one part U~Jl(l, hncl
baving a width equbl to the thickness of the wall of the pipe but not lonn
than six ln~hes and a thickness equal to the thickness of the wall ut thn P1PS9 I
Before the colJar is placed the pipe at the joints shall be th~rougbly olnAn.d
and wet.. A form '~hall be sued to hold the mortar in placed on the lown\' t\fO"
third~ of the collar.
Corrugated meta} pipe shall be 11ad in the trenoh with thn .ttPl\rflte
sections firmly jointed together and with the outside lape or c1rcumtor.nt1al
joints pointing up stream and with the longitudinal joints on the aidoD. Any
metal in joints whioh 1s not thoroughly proteoted by galvanizing shall b.
cOi;i.ted with a suitable asphaltum paint.
The ends of the pipe shall be rigidly supported to prevent move-
ment pencUng and during the construction of the end wallso
End Walls
The ends of the pipe shall be inoased with end walla oonstruoted
to the dimensions and of the materials 1ndioat~d on the plana.
The construotion of these end walls shall meet the requirement,
governing the construotion of structures of the same t~pe and material
Back:fillin~ ~
Seleoted baokfilling material, free from stones, frozen lumps, eto.
ahall be plaoed under and around the pipe and thoroughly tamped or otherwise
oompacted in plaoeo The trenoh shall be oompletely tilled equally on each
side of the pipe and the pipe oovered to a depth of at leaat one tOQt with
hand p~aoed and compacte~ materials before the construotion of the embankment
over the culvert shall prooees in the usual manner.
MEASUREMENT AND PAYMENT,
Culvert pipe will be paid for at the oontract prioe per linear
foot of pipe in placeo This piroe shall be full compensation for furnishing
the pipe, hauling and placing the' pipe in accordanoe with the above epeoifioa
tions, backfilling and tamping, and all other work incidental to the con-
stru.e.tion of' the culvert, but shall not inolude payment for structure exoava-
tion and' end walla 0 '
End walls will be measured by the same method presoribed for meaaur-
'ng struotures of a similar type and materials, and payment made accordingly
F3UBGRADF:
r
Imme6iately in advance of deposi ting the aUTfao1n,~ tn. t.I).'11~1, ij~~I",
8ubgrade shall be brought to the proper :}.ine, grade I;l..nd crOllS ~lJot1ou, .'.1 "',
specified under "Subgracle for Surfacing", "Section E. Shoulders ehnl1 'otl tcnJ'll' j :::'
-ed true to 1 ine and grade, and free from hunlps, de apressione oX othl'\' inHH\t~\.t1 ty
<
~
DESCRIlPTION ~
This surfacing shall consist of two cOJraes havf t 14'1 \1Qlfll1 II 1 C1tul
and crcisi;-sec tion shown on the plana, th~ lower or baae ooursl bl)~llr~ QODll>IJI,nU
of base stone wi th natural soil bi,nder and the top oouree of BC'l~ lftn'i,1i;1' I'm.,
t aining -eh~ dtLot of frac ture as 'binc.lar, crJns truotei on t~le prrpt,trll ~"-lbp':r ...\(.
in acco:iance with these specifications.
~ATFRL,,! ~
Material for surfacing shall consist of gravel vI angular Ifrn.g1tlClnta
of baxa rock of reasonable uniform quality throughout, free from soft or d1s-
lntegrat~d atone, or other objectionable matter and shall be "subject to
approval by the "Engineer. The stone shall be orushed and soreened by 00 ana
of a ahaker screen, where approved by the tngin~er, or a rotary soreen, into
two sizes known as Base Stone and Soreen1ngs.
Baae Course. Base stone shall oonsist of that portion of the
Produot of the Crusher, inoluding the duet of fraoture, vb ioh will meet the
following requirementsu [.
Passing a one and one-half (l~) inoh oiroular opep"in:g not le88
than lCJO~t The material shall l:>e uniformly graded from one and one-ha.lf (1*>
inoh size to dUato
Top Cou~.!! Soreenings sllall oonsist of the portion of the prod.-
uot of the cTl.1sber including the duet of fracture whioh will meet the following
I(lqulreznent.sz. '7j~ 'f> i
Passing a o~t} inoh oiroular opening not lese than 100%. Pro-
vided t.at in the event the surfaoing material oonsista of oruehed gravel,
lOO~ s~all pass a three quarter (3/4") inoh oiroular opening.
CONSTRUCTION METHODS:
Th t Uu.r" .ra.o log mcl.te:rl ~j shall be depobl tad upon the, pre-part". Embgl'~t.
t- t ' _-l.,tl,1t.. width~ Q.n1 ".r.o S io.:ct1on, ahouT'. on thF p\..lYJ 'p , The ~p C'.\. '\n~
w,:~.l~ I~ J..]1~ a.d Gonn af.; th t3Ul"fllo\ng !lu,-teria11e clump~d, lJ.nd th. ~t,.,.i'i l.r..rtJ.
... :.. I!' 'm:.. y d l~ tJ i but Cl
1f O.nlbT to ...t.ou:e u. l11u.,,-lmuIJI amount, vf unlfoWDly Ml1u)r.h il"\l.. C~.}
p< oJ'" ,01 ,cU ra~' th~ contr.1C't.ol \:r111 bt:S rpq\ 1rt'd, aa :far as practl(}bl! tc ~r.
.~, n~ 1j.r-g ov.er tbt' su~f'aclpg a.s it is plt1cedJ, to construot the: ,Jlll{ilCdltL
..t ..., \ r'''''l} "'\g a.. tntj point of lc;.oolne u.nd vror} 1ng away from that POll. tjol 1.(,) '\~JI\..
~i; llot tl.ll c! the baa" COUL'6e f'r'om o.ny setup botn . bet;lnni.ng ClOnl\tn<tnt..tc l' 01
,hI t(')p OOll.fC)C :from that parti.oulu.r St1tup, alld t.t thoroughly d.I'UI thr i' 4'"'.~ i'\)
~L
.
~~;~
, '
oont.1nUOllf:'ly durine 'thp OOt...l'''-e of cohetr1.1otlonj in a :canncJl' rl,::I.ti~f~.c'~(, ;" ~C
. t.11f. Engine er 0
The contractor shall provide lights, of a size and number that
will oomply with the reqirements of the Engineer, at the points where spreading
of the surfaoing materials 1s dcne during the hours of darknessa
The Contraotor shall not haul loads in excess of four (~) oubio
yards, and the load shall not exceed the oapaoity of the truok body when
filled ful to the top of the body and struck off even with the top of the ~o~Yo
F11l.': Sui table earth binder s hall be added in suoh quanti ties,
not 'to exo~ed the total oon tent of fifteen (15) per oent, a. direoted by the
Engineer, 60 that the surfaoing material will pack firmly under traffic 0
Shoulders. Shoulders shall be conatruotioned as ahmin on the
plans, After the surfaoing has been placed and oompacted, the earth shoulders
shall be leveled down and the entire roadbed trimmed up sO as to provide a
uniformly crowned and well drained cross-section, as indioated on the planso
Any loose rock, stones, or boulders that may be dragged to the surfaoe or
made to protrude by this operation, shall be removed from the roadbed and placed
along the edge of the Right of Way.
QUALITY OF SURFACING
The amount of surfacing material to be placed on the roadway may
oe increased or decreased at the option of the Engineer as the conditione may
requireo
MEASUREWNT AND PAYMENT:
The base atone and screenings will be measured on the truoks or
wagona at the point of delivery on the roado
. Payment for sUlfaoing will be made at the contract plioe per cubio
yard in pl~ce, whioh ptioe shall be full compensation for preparing the Bub-
Iradb. construoting and finishing shoulders, furnishing, crushing, screening,
10~1ng, hauling and spreading of t'le surfacing material, the furnishing and
epreadini of the binder, the dragging as hereinbefore speCified, and ~he
!\\rnj. shing of all tools, equipment I labor and other incidental necesso.ry to
oomplute the worke
~
I ,
TOethe Board of County Commissioners
Jefferson County, Washington
Gentlemen:
of
and ha__read and thoroughly understand the plans, specifioations and contract
governing the work embraoed "Iin this improvement, and the method by whioh pay-
ment will be made tor said Work, and hereby propos!--to undertake and oomplete '
the work embraced in this improvement, or as muoh thereof as can be completed
wfth "the money a.vailable; tn, accordance with the sa.id plansp speoificet1ona
and oontraot, and ~he follow~ng schedule 'of rates and prloesg
(Note 8 Un1 t prioes 'for alL'i tems, all extensions, and total amouut of bid.ll
should be ~hown.)
The undersigned hereby oert1f_ tha.t_ha._exa.mined the location
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24-" Std. Reint". Conorete Culvert
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Attached hereto 1s certified check.for
___ _Dolla.rs ($ ) payable to the County Trea.surer of
Jefferson Oounty, Washingt, this amount being fiv$ per oent (5~) ot the
total bid, based upon the a.pproximate estimate of quantities at the above
pr108B
Dated at
___this__ day of_..
19._ .
Contractor
Addrul. of Bidder:
(Ptinoip~l plane of business)
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