HomeMy WebLinkAbout1965-06-07Meridian Cit Hall-June 1 6
o absent.
t Gene hiner
ing and
ske .
lation of
BID
[, t476.oa
$4,701.O9
Plumbing
on East 4th
letter is on
ty compliance
itary con-
ef of
eet was caLl-ed to order by th Don M. Sto
ounca en present: 1{. D ver Keit E11i,s; Carol Colem Jo Nava
thers present: Roger t{e ,J chi Sumner Johnsond o 11e Vince
tzD on, Jess sproul, tr'o oodri h, Representati"ve of iki Pl-um
eat Inc r Representatj-ve of rP]bing and fleati Co and es He
nute of regular and spec 1me tings read and approved.
t bei 8:OO P.M. tbe Mayo r Don M. St ey, opened the bids for
S wer 1 ft station to be plac don East th Street near l,/as on
NAME ION
V Plunbing and lleat da
Wes
ES un'l n8r
Henske
1n8 o.
S
otion was made by ltl. D. S tt evranded by Keith ELlis
dH ting Inc. be avarded the c ntra t for installing the sewer ift tatio
tree for bid sum of $1t476.c plet on date 4O days.
tion ssed:. Skiver, yeal EIli yea Coleman, yea.
ol-leman read a letter rom he Ci y-County Health Depar ent
ile th se ninutes.
rs ke co erning the condition oftI, Deputy Inspecto
, stating that as a o1e the Canc e the sanitary areas aIIentppe
sgo
c nditiou1expfain the unsaniCiAttorney requested
1nuay.s pen is generalledno un
ispo d of.
Don Page al 526 EasL
refuSe not properlytio, wit
d be prosecuted a dt t the!,1r PageAttorney stated thaCi
sign the complaint.olic c oul-
p the onplaint.awcitAttorney agreed to
HeaI hDered n 1, a letter fron theSisthad been sentt by r tment to
I
lvenue j
I {ue cotsurttns Ensineer, srri,". .rfi,o"on,l studied the bid prolourr"|
I
gen{ra1 overall
of a dog
rnb .
dr.
Pasl
ervl
e ci-;
not k
ofala
Attorne draft
ovement dis-
tic Association
scussed.
eived fron
, by stat-
p as there
han Meridian
tary
emi-ses with
clear uo hir i doE Den area. and h.d bee n orde::ed bv the Chief of Pt rlice to rcurr
licen ses fo his 3 hounds. He m(rved t he doE ; out of town for a f<rw dat s and
his r ens cI >an. according to the neieh bors.
Ihe se ,rer probl,en . in the s<art of tovn. ,,ras discussed i n the matte:
line to ser're this area.
qth r
Motion was rnade by Keith Ell .1S an d seco:rded by W. D. Skiver I .Lrat t
a res olutio:r for consideration ol the Counci.L for the fornation ol a se]wer im
trict for tl 1e area of l-and owned by Ea r1 Cor,pe11, Pete DeWaard, }{r ,ridia n Athlr
Merid ian Bot uling A1ley and Meridi an Da Iry anr t Stock Show Inc.
|,!otion passedr skiverr yea i E11i s, yea Colemal, yea.
Ihe Sa:s lras I:.itary Servlce requesl for rncreai ;e for trasb service (harge
l,,. D ikiver explained to tt e Cou ncil c,>ncerning trash charg(Iett ers re,
Twin Fa11s,Idaho f'aI1s, Payette,Burl-eY, Ca Ldue1l, Enmett r Blackl 'oot a nd Boir
ing t nat thr )re uas alnost a6 manl d1I I erencei ; in charges and methr ,ds of pick
were reportr ; submitted. l,iany wr re Ci-ty own,;d and these r,rere lesr rer ch ar8es
but w 9re l-al :Ber towns with nore premi ses to be served.
,lotion was made by W. D. Skj ver a nd sec,:nded by Carol- Colemar L that the Sr
ce con',ract be increased at the
Irhte of lrq per. pick up at r(,siden tial p:
hards irip car ;es to remain the sand.
Colenan, yea.'lotion Passed: skiver, yea;Elti s, yea
+ .T..1" 1-+ -hn +^ d/T}
t1^: r1" !11 A^n r.'r hl n qLivaF
.'ara haqrrl rr-^n l-1^^+ i n
'-l l-ha fli kr llarrnai-l rlL^ a^++-,a II^na qrrl
v i znA R nf fhp nlsl i-^-+.!.--+ lalL c+naa+ lvih'
-^" +]raF l ar l.alnriqrrr '1,1.:^- T.i6]-^ -- i+ 'r
I
l
I
I
Reoort of Treaourer of l4cr.LdLen
Aprll; 1955
Water Flre St.OiI.Sarrk
Ral.I\Iai.*62522-70
Idb. Reo.Selrer
t955r,or
2717.o5Fi3ts.tozr4.48
Gent 1
,o1ro.L8
7959.50
_2ro.19
n61..95
n46.41
10i.59
2752.W
ro4.9q
fr47.o2
6829.8t
65.90
6o9r.7t
808.98
11.18
8??.L6
7 2.28
749.88
2757,7\
26.16
2784.o7'lotcl 72757.t8
D{cb 1
la,la,noa
58289.58
5492.45
181r. 15ooq o,----J22:2:8L7.54
2229?..O5
6599.86766r.616509t.55 5L197.2)6895..7L 2784.07 t r92.n
Carl s et) to the northerl boun e extended to the e l-sald
of Co tage ome Addition.
otion passed: Skiver. yea;!r1i yea Co r eman,
otion was made by Carol Co eman dse onded by I,l. D. Skive that &e Ci
ut o toizedoslthe platt of Fr ts ti stside Additi-or as c
vel-pment of the City plans an that the tt be approved.
otion passed: Skiver,yea i E11i vea Coleman, yea.
v0ft8 DATE ctt
9371 Don M. Storey Gene
John Navarro/28/6 ounc ]man Gene a1
937'/28/6 Carol E. Colenan ounc lman Gene a1
Gene
e
al-
a19177st.Eugene L. tong Irlorks Supt.
28/5 unac pal J dge Gene
Gene
a1
a1
Helald J. Cox91?9
938L Charles R. Stuart atro Gene
Gene a1
a1
a1
Oral S. Colenan reas.& Office Gene
Gene
Gene
Fire
af/28/6 John L. Child itv Attor 6
/?8/6 Nancy S. Sage ibr Ian Libr
Gene
l-1
VJa t
Wat
General 2]-.4.56 n
6t/28/6 Donald P. Vincent r 4o
5o
Gene
Ge
a1
a1
Ri,1ey S. Clarkson rS
/28/5
e
Wate
lo
Lee Specialty Co.
Boise Paving & Asp tCo Gene
Gene
a1
a1
h7/6 Bestway Building Ce er Gene
Gen
/tt/6 Ka1bus Office Suppl Gen
Ge
oidV
Ge
/3v5 Ideal Gas & Appli
'/3t/6 Ardenrs Comnunicati S
Ge
Rec
Ge
1
]
aL
ation
Dennison C. Anbrose
tr'ireI
Gen
28.
a1
/tt/6 Chrisu"issers \,Jeste Auto
neer
Gen
Ge
a1
G
4.41
1/tt/6 Boise Ada Disposal 16 uater
Gen
Ge
a1
a1/31/5 Intermountain Gas C
9183
%8
918?
918
.95
9r9
9r9
919
93
940
940
940
q+
June IMeridian Cit Hall.Pa
blocks 7 and 8
Clerk be
the future
AI',IOUNT
24
88. 87
24.O9
20
24.o9
404.1
28?.4
.oo
22.OO
,t.91
/,,a
219.
.41
4
1
88.87
15.
7?.to
27]-.69
211.79
200.00
5.19
8
al-
a1
1 2.51
.10
2.10
25t.90
.406
8.?5
20o.tr.fl
t5?.2'
?92.OO
1r.00
t39.55t.n
1.00
55.0
l.o.57
941 4.oo
rUilD
9371
I
940x
9409
lleridian City EaJ.1 P e4
AMOU }IT
tB.t6
,5.46
4.35
t.oo
4Lt.o2
2\.71
60.7,
4.oo
5?.to
10.47
DATX
941 tt/6 The Salt Lake Hard eC aL
941 Clty of lteridian Ge 1
B/e Alleman A6ency Eir
/3t/5 PauLts Conoco
/1t/6 l/ilkin I s Blacksmith Shop Wat
/3\/5 Security Life and A cide Co.ceneral ,98.o2 fi e1 .00
/rr/6 John & Billrs Serri e
Idaho State Electri rd
Holiday Display Co.a1
941 Boise Ada DJ-sposal o.
943 1Indi,strial Air Prod cts
owe
r directed the Cit lerk to e
1 tb ow1 dovn weeds. Said 10 Ioc ted al Cherr Lan
Me dian treet.
M tion made b Keith E].1 S ed D
4Ifrcordsbearoved and that the c
tso brose .C
M tion ssed:: Skiver ea ea Coleman
ro1 C leman tendered his S1 10n rbal,l a c
e ecti 1 I 6
ti n wl-recci1 acce ted hi-s res
].1e Vincent
nvent June 1 IB &1on aedto at end the Hunici lLe eC
vol+$HnR I pu#osu
g4ztr
Genelral
Gentral
GenlraI
Gendral
ltotion lwas made by W. D. Skiirer aJd sec&ded bl,. Kei -, nrri" tl.,,t +rl" r.iu]s .s -ead bc
I Motion bassed: Skiver. yea: Eltid. vea:, Coleruan. yea- I I I
du"
T[e Maylr announced that ]r. O[ Stiier.
Ihere t come br )fore the Council. th€meet inA str
.diour ned
r\
fil0-Wt ru\Y
l,tayor
I
/)li,
*7
ity C ,"/"U
I
I
Y
lt65 ra,r srDs }lt[' ttnlr Lrrt rlttrfi
clrr ot ttrtlEllr, lDl @orTr, IDlro
?LIIB, s?sCItrOIrIfiiS, AXD C(xtBlCT DOCUI{B!8
IEI Oilnr
DC ll. tttrytr lltt t
EIl rn J. g0lr clt, cLrtClt, ct brldlr, trIdr
I
a
lul mlilfltr
.'Ec, mlllofLlI r tlIG
SraEltl.| lrt ,a..r.folt n.llGh lrus. tonthIe.r ld.lo E 6tltrlqlo t 406-lt2t Arre Code lO0
3.
{.
5.
6.
7,
6.
1965 &A81 SIDE PIIX SIrlR LITT SIATId
crtr o? uruDl r. aDA cfi,NTl, rDAnO
1,..-,. -rF. ii)t,i,,. ,:,
Advortl.@at for Bldr
ltgg llo.
1 I
,
4
t
6
8
I
2l
28
26
30
31
33
3{
35
35
36
.'lnpord
tehrdolr ot lla .!d Ptlc.
lrporel lod --------
Certrlct laraEtrt
Coltr.ct Led -------
Gea.rrl CoadLtloar of CoBlraet
tpralrl Prsvfular
tpolrl ggrcr.f 1c.tlor.t .tloa 3.01. G.o.r.l3rltl6 rr02. f:rc.tr!lo! .nd lrcLlltll
S.ctlon 3.03. MrBirolc coB.truetlon -----
3.ctfo! 3.04. hy s.r.t. ltrD Ed tlotot -------t ctl6 3.05. c..t lro. llt .oa llttlal!
Srctloa 3.05. vrlv.. ------
Srctloa 3.07. Prc.aur. Dlach.r8. Plpe
Stctloo 3.08. E1.ctrlc.1 &d hilp cortrol 8t.tr -----
ttGd.d lgectltcetlcar a.r I GL 8rc.r.tloq d Ltlftll 40
ItoJrrd tt llltc.tloa, tor e..t tt.a llF .ad ltttllr!. -- al
I ll.! 3b..r, Drrvlrr f,c. 6t0420-Ol
9.
10.
11.
1965 EAET SIDB IAIX, SEIIEB LITT S?A'IOT
cITr o, xSRIDltf r lDl corrNTr, IDtrro
tpJE&Tlslt|BIt. roR Br!s-
Scrlrd propo.tk 1111 b. r.G.lv.d b, th. Clty of H.rldla, ld. Crrrnt,, IC&o,hrrrlarltrr LafiB ., thr Oraor, or tr thr C1tt, .t th. ofttc. ol thr Gtty Clrrt laltr.rlal&, Idrho, lrltll
hrntrl^! Stodrrd ltr
ra.d.
Tun4 J_, L965, rt th. honr ol. ,!oo orcloch 4.r.,, .t yhlch tlr tt propo..I. dU b. oD.o.d r.! D$lt.l,
Itr ro* ooEt.ryl.t d tr hcludrd radrr cr lq .E bld ltE ed cc.t.c. o!. .'rt lltt rtrtloa, eoql.t., rltb rp?rorh.t.l, 2{7 freG of a-lrcb p".r.!l.
Ct.ch.tfa 11r.. frr rork rl11 b. ru.rd.d Eo 60. r..poa.lbh btddrt .Bbd.ttlat th.
lorr.t .6a.?G6le btd.
l1r. rd .p.clflcr!lo!. r., b. .rdlrd rC the ottlsr ol th. Clt 61.rt,
trrl{1.6. IC.ho, or .t ah. off,lc. of Joharo, Irad.rlof 1.r I lrllt , C6.atthgb.lll..n, l03l llrlfth Ar.as Eqth, Xqr, Idrbo. I copy ol !l..rld dcccatrr., b. cbt la.d at th. rbovr offte$ rg6 ?.ra8t ol r clatt of 9r.0O . r.t.
llrnt lr !o b. !.d. 30 Johana, lladcrtofbr I Brltlr, C6.ulGtla la8lo..rr,Irryr, I&ho. ad 1. Eot rrfsdrblr.
Ib rllht Ir r.r.r'tr.d !c r.r.ct .ll proto..l. or to .cc.p! th. ploDo.rl d.adb.tt lor th. glry ef Xrrldlo.
f,c propor.l rtll br cqr.ldarad 61aa. .ccoeralcd by .a aacaptola ?to?o.al
Chrlroty 1! B Do.t .gu.l to flve prr c.!t (51) of th. total .D!at ot th.lrcpc..l. ttlr tr.ret, rry br lu thr lcrr of (o) c..h, (b) r c.rtltLd ch.c]dra I E Iarho b.*, p.y.bL to th. Cltt of u.rtdka, or (c) r blddGrr boad.
All tltlrrr rbrll .GGqat proporlr rtth erllocr ot boLlr! . v.lld ld.bgrtraat r lllor, .*.r,.! rcrl !c Lr i.rtorrd od rhrll tl,.t rlbooatra.lorr.. ,qdr.a b, lh. tC.bc €od..
th. d.f,r r.tr frld t. .11 l&cr alot d 6 th .otrr.t rhll tl 1...1
t!.r.fura rrg.. ta rd elIr o! ld,.r qloyrd.
Drr:rt ttlr lri e., ot . l()et , 196t.
tfll Clllllr
D(H l{. Srt)rEl, Xrrcs
Ef,iALD J. COI, Clty Clerh
Ctty of !{rrldla, Idrho
f!., . ,''i,ll. i"r'.1i", :
Jffirfl, urDrrillorur t rll@8
€anulrl* roala..r.
1022 lr.llth ltrs. Southre., Ia.ho 8t65ftrlobor r aa6-2313 Atu Codr 208 1
PROPOSAl
TO THE OWNER Citv of Merid an- Idaho
for cons truc t ing East 4th Street Sewase Lift St tion
City of Meridian ltl Ada County, Idaho.
Gent L emeu :
paL are those named herein;
That this proposal
firm or corporation; that he
form of contract therefor. on
i; made without coLlusion with anv other person,
has carefully examined the p1ans,
The undersigned as bidder decLares:
That the only person or persons interested in this proposal as Princi-
file in the office of the
specif icat ions and
Citv Cl-erk
That he has satisfied himseLf as to t.be quantities and condit.ions and
understands that in signing this proposal he waives alL rigl't to pl.ead misunder-
standing regarding the same;
That he understands that the quantities in this proposal are approx-
imate only, and that he is willins to perforn anq increased or decreased quanti-
ties of work at unit prices for such work as set forEh in this proposal .
And he proposes and agrees if this bid is accepted that he wilL contract
wiEh said Owner, in the ;aid form of contract. to provide aIl necessary machinery,
too1s, apparatus, and other means of construction and to do al 1 of the vork, and
to furnish al.1 of the material specified i-n the coni:ract in the manner and time
therein prescribeC, according to the requirements of the Engineer as herein set
forth, and that uork shall begin within ten .10) calendar days after receipt of
notice to proceed and shal 1 be cornpleted 40 dav c
40 davs as per pLans and specifications
ompletion
,)
t-
ThaL he will Eake in fu1l payment therefor, sums accor:ding to Ehe actuaL
amount of work performed of the various classes and the respective unit prices
bid as given in the following schedules of contract prices, entitled rrProposal -
Schedule of ltens and Prices.!' In cases of discrepancy in lhe contract Drices,
the unit prices wr:itten in words shail govern.
The ful1 name and residence of aLl parties and persons interested in
the foregoing pr:oposal are as foLlows:
NIOTE: Give fir:st and last nam.es in fuLl; in case of a corporation, give name
President, Treas,.rrer and uanager and name of the state in u'hich incorporated,
in case of partnership, eive the nalfes cf the individual co-partners.
Nlame {ddr:ess
Mark A. Full-mer, Pres. - Treas.1111 E. Pennsylvania
of
and
Keith A. Peterson, V. Pres.Sec.5102 Grover St.
fncorporated under
January
the l al,r s of t he State of
1e 9?
Idaho
VIKING PLI]I,IBING & HEATING, INC.
(itlame of 0r8an i z at ion )DaEe: June 7 t965
By /S/ Keith A. Peterson
.rii.Ie) V. President
Address of bidder to vrhich conmunications concer:ned r^,ith this pr:oposal or con-
tracE shoul d be sent:
616 So.Roosevelt Boise, Idaho
(Street)( Ci t-i' and Srate)
NOTE: The rrProposalrr continues lhrough succeeding oages, each of which carries
the heading rrProposal .rr
3
Lax Ic.
t.
1965 srsr 8Im tllx Slrlr Llrr srtrloicrtl or t[ruDll . ADA couBT':t, rDAI6
PBOPOSAL - SCXIDUI.8 OI ITE}I AIID PIICE
8r.|a Lttt 6t ttG gtrtlclrt. ad S.rrr
tr....r. Lh. tor thr lul E ?rlc. ot
Three thousand, four hundred seventy-six Dollrrr
and
fotrl for It r!
--- no ---Ceott
3 47 6 .00 co4l.ta
t u
g_.3, 47 6 . 00 __
B}Bond No. 807 6625
PRIP ,S.{i B.-l}..D
KNOW ALI, MEN BY THESE PBXSE{I].rbat we Viking Plunbi-ng & Ueatins. Inc.
of
Contractor)
Boise, Idaho
Addre:i)
as Pr i nc ipal , and Great American Insuraoce C an
I Sure ty)
as Surety, are held and firmlr- hound unto The Citv of Meri ian. Idaho
,,owner )
. hereinafter ca1 1ed the irrner, in the fulL and penal sum
o1 Eive-per cent il-7 ) of the total amount cf the proposal of said Pr:incipaL
for the work hereinafter descrihed, fcr the pawrent of which, well and lruly to
be made, \,re bind ourselves, our heirs, executorsi adrnini;trators, successors
and assiqns, firmly by these pr:esents,
llhe ccndition of thji obliqat;on i,. ;uc:, that whereas the PrinsipaL
has this da1 submi t ted a .;ea1ed proposal fo:-
1965 EasE Side Park Ser"Ter Lift Stati-on
City of Meridian, Ada County, ldaho
NOW, :HEREFORE, if t5e saiC Princip.rl ;hal L be arrarded and shal 1 du1
make and enter into a contract with tbe owner in accordarce r,rith the terms of
said proposal and award, and ;ha1l trithin teo I0t da;; affer presentat:ion of
contract furnish a b:rd acceptal-.le lo the ,.\\,ner for the faithful performance o
such contract, then this obl igation shal 1 b.e nu1 I and void: otherwise it sha11.
and remain in full force aod effect
lN WTINESS UI{ER51F. the at'ove br:unded partiei l'ave executed this in-
strunent. this --ZLb- Cav of June " 1e9L,
rritnessr
lf I ndi vidual or Firm)Princioal)
VIKING PLI'MBING & HNATING, INC.
c\. /S/ Keilh A. PetersonAttest:/S/ R. Tenny
v
the
f
be
r If Corporaf i on
( CORPORAIE SEAI )
Attest /S/ Bernice A. Parry
Vice-President
1itleI
GREAT AMERICAN INSURANCE COMPANY
.S.iret\ I
/s / c. w. Lundquist
c. I^,. LIJNDqUIST, Arrorney-in-Fact
q
(SEAL OF SUREIY]
8v
iitler
Y
a\
l',,rr, r ol ,\,f,,i.,1"y
(-l( ) t\l I].1 i.j Y
lrth
N'r' ( )- 1981
IMPORTANT
The nurnhcr of perronr
autholized by thir power
o, attorney is not morc
rhan hl'ilt
HC,ME OFFICE 9E,IOH^T 5'TREEY
NEW YORK 3A. N Y.
iKturu All !l[fu lrg @!fm lflrr'oltdf: thrt rhe (iRrr\'r'.{r.rr..RrcAN rNsrrRi\r.r,.r:.
I r,\i l'.\). l, il r'(,rlxrlirtiolr rrrgir|izcrl 1,1r1 p..;.',11q rr:,L r,:,1 rri' rirlrl(, dl 1l: rr,r,, -. r,f tlrr 5tate ,rr lic.
York, drrs hcrcby nominlte, coostitute and Eppoint rirc pcrlon oi pcr.ions oamelt helow its true and latr-
{ul attorney-in-fact or attorneyr-in-fact, for it and in its nenre, place nnd stead to cxecute in behalf of th€
said Conrpany, e3 surety, eny rnd 8ll bonds, undcrtakirrgs .nd cootracts o{ suretyship: provide.l t\;t th"
liabilitv o( thc said Company on any ruch b.rnd, und.rtaki'rg or contract nf sr,r'':t]!hip !\qcute(l irxdrr
this anrhoritl' shall not excced the limit stat.(l hclow.
Namc Address l-imit o{ Powa
i,lil;u..luIsT l5tC',0C0.
['orv3r o[ ,{11tr1111' ts addrtionalll linritc.l as rol!,rws:
'[-his l'owcr ol Attorney rcrokes all previ<.rus powcrs issued
named atrove.
rn heh;rll rrl thc attorney(q) in'lect
(6rcafAroriran
llnsurirnn6rrrnpnng
,l\rur?llurhIt
R0Isi,. I l)rill(t
In Ettursr 0[rrrof the (;l{l'-,\T ;\IvlliRI(]A}J INStTRANt}i
p,esc,rts to be sigrred and attested by itr appropriate ollicers this
JUllL ,l9 54
(iHr.,rt' Airttintr:,rirt
Attest By
has causrrl these
deY of
,\fii,t,rAll G. .Fnttrs" JR.
-qT,t I t; i )F !Jl1!V YORK
(IJI-IN'I Y ()!' NEW YORK
SecrctrrY
. C. MARRIN , lrcirrg duly sworn, deposes an(l says that he is the
Vire T'residcrrt of the Great Atlrerican Irtsrtrat', c ( .,"rp;rn ttre corn,'ration rvhich is ,lescrihcd in an'l
'r,lri, l, c.,,,rrtr':l the fore.going instrunrcnt; il,iit 1,,-' k!r,,,,,\ llre seal oi lhe sairl cotporati,)n; that th. \cal
:rni..,r I thc s^i,l instrument is sttclt cotporale sqrl: tlrrrl it wts s,r affixerl b1- order of thc said Lor.
1";ralio,l: and that he signed his name thereto l,v like 0r,lcr. lIe further says that thc signature of,Il.i,l:.i: A. FE"rTIS, JR. .ie, rcrarr o( rhe sairl companv, is in the genrrire
lr;rrr,lsrrting r'i the said '/iI LLIAI,,I G. FETIIi- JR. , and that he is dulv authorizo,t tr
:Ltlc.t ll'. rr"crrtion of tlre said inlififrlnf 'a,i,f i,iIiflv -r'llir, to the seal of 16s "onrl,anyi that rhe said
corrrl,rly is duly and lcgallv incorporated under tlre larvs of the State of New York and has received from
(lrc Srri)crintenderrt of Insurance of the State of Ncw \i,r'l r Ctrtilicirte of Solten.'y and o{ its s'rfticrenc}
,r,j .lr,l.r- or guarant.r unrler the Insrrrance Iarv of Ncs. York, and that such .ertihcate has not bcen
rrv,,krrl :aurl th;rt the sxid conrpanv has complied with anrl is norv complying with the lrrovisions of the A.r
' ' I .r-ri,\c ',1 \rr11, sl l.l, l8't4. as anrenderl Ly tlrc .\,t ,rf (-,r11g1q51 nf [1ar,h 2.1, lrlo, allowinf ".r,ir.:
(,rrlr)r-:rlions to lrc ,r(ceftc(l as strety on bonds.
Ilrc d.p(,lrelt further says llrat lhe following Ar. lnrl] r\tracl,i fronr the lly l,aws oI tIe i,reat
Arneri"an J n:rrrrlcc Company:
ARTr(-t.E rV.
O{ficers t'owtrs anrl Dutits
s,l"lian 4 .. The Prosid"nt... shall also have poi,et and euthority. from timr to tim., to appoint sx,'fir
rh.,,,mI.,nsation of one or more attorneyB-in-{stt, to prescrihe their resp"etire dutios And the reqpeative linrits ,.f
thpir:rrrl|orit.y, nnd to revoke any such appointmenl, 6t sny time, in his diFcrction.
S./lror 5 . the scvcral Vice-Pr.si,lertis . . shalt act, ifl thc order of their al)poifitlnent, r'r thr ,l\ l. ,l tl..
i,resi,ieli. "r,,r, i5;",( "ii iris yo.r's ",,ri ll.,f,,,i,;i;r;:,i.,lirt;,:r, ii;r;iiE iri, ab-.,ri. n..li..,l,ii;iy
I
I
!i
lruslnAN(:r,; (lolr l rxr
VJr 0. lrARl.IN
\, ice-l'resrdcnt
,.rr, lr ltr:rr r:r ttr r
ry ,r r r,l t[c lort
hl. in th. I l(nr6
re whrrlc o( tttt
fr.rce and cflcct
o( thq, sai,l.t irm
)t""Lliir,.?riiqrri,Xtrlrthis I Jth
drypoFuil rc. dlir'itbr Ntvr Yo lg 64 li . .c, M^l1tlIN
tlo.24']650850
O,jrl li' l rn f'ngl rjountt
Ce l,lcd rn New Yorr county (. ti li,l l lr I (. A,I B
eommrsilon tlpirgs Mrruh 30, ll05
,. [. (i. ]l^1,1. n".";1I"JL1.",, , ,r tlrr' ( ', 1 Arrr
( r'r,rt,,,r\'. ,trr lr.r,lry ,erlrly tlul I lrav. ,,,trr1,.rr,'l tlrr l,rrrxorrttl t(4'y ('l l1,wr'r r,l Allortr
goirryl ,,1,y rJ:rtlritrrril .tltltcxt,l lrr tlrr :,;ri,l l\rw"r ,f \tl'rlrrrv wrlh llli. rlritiitrals nr)w ('n
irttl,i ,,t rtr":.;rr,l ,1rrrl,,rrty, ;rtrtl lh;rl llr \lrrrr',rrr .t)rI.r t lr,rr!riril'l r lhcr'Irotrr an'l oI tl
sei,l ,,ririnal'. arll th;rt llrc'rrrirl l',rwtr o( Altotttr"v lres n"l lr'"rr rcv"kcrl;rnrl is norv in {rrll
lN 'tl':S'llM()NY Wlll'.Rl'()l', I h;rvl. lt.r.trlrto srl rnv lratrrl arrrl allircd the scal
lrrrrrr tlris 'lLh dav of June lq 65.
t ' ,: f; ul.
*TYJ'J,l:}
(
CO}::RA'.r A- F!. 3MX\ ]
THIS A'.REEYEI\ i 'rade and entered into, in quadrupLicete, this
i9F5 , bv aod betrreen the City of Meridian, Idahoday of .Irrne
-. hereinafter called the O\^rnerj
part)* of the first part, and VIKING PLIIMBING & HNATING . INC.
of Boise. Idaho
hereinafter cal 1ed tbe aontractor, party of the second part
i.lIT\tESSETIi: ahat the Contractor. in consideration of Ehe sum to be
paid to him b.v- said 'lv]rer. in the ranner and at. the tiu,e hereinafter provided,
and of other covenants and aereementj herein contained. hereby agrees for him-
self, his heirs, adr', i n i s t r a t o r s , s rcces;ors - and as-.igns, to construct
the 1965 East Side Park Sewer Lift Station Project, City of Meridian, Ada County,
Idaho, consisting of A Sewage Lift Station Structure and Sewer Pressure Line,
complete with all appurtenances thereto
to furnish al 1 necessar:v qrac'Finerr., too1s, aDpar-atu;, materials. and labor and
to complete the work in the mosr substantial and workrnanlike nanner according to
the plans and specl.ficat ions therefor cn file in lbe office of Citv CLerk
and such rpodificat ions of the s arTie and other
directions that mav t'e q'rade bv tl-re lngineer as provided herein.
coNIqAc . Dlc,rv.E\ 1s,
It is further asreed lhat the contracrual docunent:, which include the adver-
tiselrlent; the nctice tc biddersl the lontractor s proposal; the lontractor s
qualiflcationJ. the uritten azreenenl betrneen the Owner and the Contractori the
notice to proceed; the bonds, qeneral ;pecifications. special provisions, tech-
ni.ca1 specificatrons, plans and drar,rines bv the Enqineer incLuding any supple-
mental drar.rings; and. tbose uorking drawings :u.5nitf ed bv the Contractor and ap-
proved by the Eneineer iocl;ding anv manufacturer's uorking drawings of equip-
ment for Derrnanent installation in this project, appended to this contract agree-
ment are hereby specifical 1y referred to and r-rade a part of this contract, and
shail have the sane force and effect as though all of same were fully inserted
herein.
6
?A!'MENI S I
For the faithful perforn,ance of the work herein embraced, as set forth in the
contract docr.ments which are a part hereof and in accordance with the direcEions
of the Engineer and to his satisfaction, the Owner agrees to pav said Contractor
the amount earned, ccnputed frc'rr the actual quantities of the work performed as
sho\,rn by the estimates of the Engineer and unit prices pamed in such proposal ,
and to make such payr.ent s in the manner and at the times provided in the general
condi tions t.here to appende
IN WIINESS WHEREOF. the said iirner executes this contract and the said
VIKING PLI'MBING & HEATING, INC.
lo_es s i gn and seal the sare, the day and year in this con-
Lract first above written
OWI\ EB lartv of the Firsi: Part:
CITY oF MERIDIAN, IDAHo
\amei
ATIESi.
l-\1
lle)
CINIRACTCR. Partv of the Second Part;
VIKING PLIJ}4BING & HEATING, INC.
In the Presence of
BV {-L
Iitle)@fa,ov&z/vr)
Py
( Title)
By
(Tir.1e)
1
Name I
Bol'lD No. 8V7939
COI\NNACT BOND
Kl6t AIJ. liEN BI THESE PRESEIIIS, That re & HEAT
Contractor
of 616 S. RQQSEITEIT !I!eE. BoISE. IDAHo , as h,ncipal.,and GBEAT .$,IERICAN-lAddreiO (surety)
THE CITY OF MMIDIAN DAHO tu the pe naL sun of THREE THOIISAND F0IJB HIII{DBE)
@qrnt ol fond)
qryEl,llT qlx cnd nelroQ Deu.arq_ll$3.4?5.00) hrfuL Bon ey of the united Statos,
nhlch sun.is agleed to be the oaxl-urn Ilabi1ity heleunder, welL and tnrly toto be paid, aJrd for the payment of whlch we and each one of us bind ourseJ.ves,
orr h61r8, executors, adnjnistraiors and assigns, Jointly aIId sev6ra].\y, flrilly
by these presents.
The ocndition of this irsbnrnent is such that rhereas the hlcipal has
ent ered into a certail egreement, hereto attached, rith the
IAN 0 deted June 8
Owner
of a'l'l labor and naterials ll connection rith L965
7965, for the furalshi.ng
Easb Slde Perk Serer
tift Station. Citv of l,Ieridian. Ada Countv. Idaho
NCff, tHmEF OnE, if the prilcipal shall reII and t nrly pcrforn and fulftJ-l
aIL the undert akings, covenants, tems, cordit ions and agreement s of said
cont ract durij}g the original tel'rn of said coDtract and anlr erctensims thereof
that nay be granted by the Ovner, rith or rithout notice to the Srrety ard shafl
aleo reII and tnrly pelfom and fulfill aIL the undert akings, covenants, terts,
conditlons and agree.:nents of any &nd aII du\y authorized nodiflcation of said
contract that nuy her€afLer be made, notice of vh-ich nodificatlon to lhe Surcty
beiag hereby raived, and shal1 plcpt\y nake payment s to ?lJ- pelsons zupp\ying
sald Principal rith la.bor, nat€rials, or supplies in the prosecutlon of the work
provided for in sald contrect in aceordance rith the provisions of Seebiorr 45-502
Idaho Code, rhich secticn ls hereby adopt ed as a pa:t of tkj.s bond to have the
sa.Be effect as if set out j.n full herela, then this obLlgation to be nuIL and
void; othenrise to rertin in ftrlt force and effect.
IN rITIE^SS WHEnOOr', the above bounded parties hsve execEEsri -tnis iastnrnent
thlE 8th da,y of June, 1!6J.
(t{ltness if IndivlduaL or Ftum)(Prfqci-4,
VIKI}G ELIIMRT}N: & HEATfre, INC.
Att est if C
c s/
tLe
GREII,T AMERICAN INSURANCE CGIPI.NTCornt ersigaed s
Re sident Agent
BY
c. rr. I,ur\ID([rIST Att iJ}-Fact
INSURANCE COMPANI as Surety, are held and fim\y bound unto
Porvcr of Attor-r:1'No. O-...... 1801.
(6rBatAmeriren
Sruurunngompflq
l\um{or[
HOME OFFICE: 99 JOHN gTREET
NEW YORK 34, N. Y.
ffrrrrm All Jlflnr hg @tpw ffrwtntnz that the GREAT AMERICAN INSURANCE
COtrlPANY, a corporrtion organized autl cxisting unrlcr and by virtue of the laws oI the State of New
York, does hcrcby nominate, constitutc and appoint the person or pcrsons named bclow its true ard lrf,-
ful attorncy-in-fact or attorneys-in-fact, for it and in its namc, place and stead to execut. in bchalf of the
said Company, as surety, any and all bonds, undertakings and contracts of suretyship: provided that thc
liability of the said Company on any such bond, undertaking or contract of suretyship cxeqrted undcr
this euthority shall not excced the limit statcd below.
Namc Address Umit of Power
GEORGE C. WALKER BOISE, rDAHO $100,000.
C. 1']. JIiNDQUIST BOISE, IDAHO $
'O,OOO.
This Power oI Attorney is additionally limitcd as follows: -------
Ihis Powcr of Attorney revokcs al[ previous powers issued in behall oI thc attorney (s) -in-Iact
named above.
In lgttnrsr lu$rrof the GREAT AMERICAN INSURANCIT CoMPANY has caused these
presents to be signed and att€stcd by it! appropriate ofiiccrs this 4th day of
DECENBER ,1958
Gnpnr AuanrcAN INSURANCE CoMPANY
Rv l,J. C. I.I RRIN-- -_ vi."+;id.rt
tfltPonTANr
Thc numbcr of pcrrolr
authorizcd by thir powcr
of itto rn ev ir not rnotcT(0than
Attest:
STATE OF NEW YORK
COUNTY OF NEW YORK
_--J[ ],Lr4Ii..-4,..-EErrL0._.J8..
-Secretary
I
'!,r. C. MARRIN , being duly sworn, deposes anrl says tbat he is the
Vice-Presidcnt of the Great American Insurance Conrpany, the corporation which. is described in and
which executed the foregoilg instrument; that he knows the seal of the said corporation; that the seal
affixed to the said instrunrent is such corporate seal; that it was so affixed by order of the said cor-
poration; and that he signed his name thereto by like ordcr, He further says that thc signature of',[I,LIA[l G. FETTIS, JR. , Secretary of the said company, is in the genuine
hanrlwriting of the said IIILLIAM G, TETTIS ' JR. , and that he is duly authorized to
attest the ixecution of the said ilstrument and to affix thereto the seal of the company; tlut the said
company is duly and legally incorporated under the laws of the State of New York and has received from
the Superintendent of Insurance oI the State of New York a Certificate of Solvency and of its sufficiency
as surity or guarantor under the Insurance I-aw of New York, and that such certificate has not been
revoked; and that the said company has complied with and is now complying with the provisions of the Act
of Congress of August 13, 1894, as amended by the Act of Congress of March 23, l91Q allowing certain
corporations to be accepted as surety on bonds,
The deponent Iurthe! says that the lollowing are true extracts from the By-I-aws of the Great
American fnsurancc Company:
ARTICLE IV.
Olnccr!: Powcra aod Duti.!.
Section 4. . . . The Pre8ident , . . ehatl slso have power and Authority, from time to tirne, to aDpoint and flx
the comDensdtion of one or more attorneys-in-fs(t, to prescribe their respective duties end the respedtive lirnits of
their authority, and to revoke sny such appointment, at eny time, in his discretion.
Scction 5.,.. th€ several Vice-Presi.lents . . . shall rct, in the order of their appointmeflt, in the Dlace of tha
Presi.lcnt, excrcising all his powers and perlorming his drties, duriog his absence or disability.
Sworo to be(ore me this 4th
*dffflfi it',f+ft b'lffifffi Y'*"ro
llo. m.76510t0
0ur:rj.:d in Blcnx CrunlY
Cer{l,i.il,: lrtcd with i,o Clert, i'eq Yo*
rfio w,lh .rt, '1egr3 0r, I cw Y!rk & Ur'r'r
I^I. C . MARRIN
CERTIFICATE
IN TESTIMONY WHERIIOF, I have hercunto set m xed the seal oI the said Com-
pany this
uLn,'n sr,on trerlrs Malch 3hl.!ut. HALL
^-;"*lillt-
, ol the Great American Insurance
Company, do hcreby ccrtify that I havc comparcd thq foregoing copy ol Power of Attorney and the lore-
eoini cdpv of allidavit annexed to the said Power of Attorney with the originals now on file in the Horno
bffili of itre said company, and that thc same are correct transcripts therefrom and of thc whole of the
said originals, and that the said Power oI Attorncy has not becn revoked and is now in lull forcc and efiect.
8rh day of June
and
Sccretary
A..iiktrt S{rl.ttr+y
O'NIRACX ?C\1)
KNOI^I AI l- Vfu- iY TitE3E PR5;i-l'lS. . hat we
of
Cont rac tor)
Add re s 3 )
ardas Pr inc ipal ,
as Surety, are
3uretv r
held apd f i rnl."' bound rnto
lwner'J
in the penal s',ln of
r Amorrnt of Pord)
Dollars .'.$
lawful money of the 'jnited Srates, rrhich ;.!.n is agreed to be the maxiuum liability
hereunder. well and truly to tre paiC, and for the Dayment of which we and each one
of us bind ourselves, our heirs, executors, administrators and assigns, jointly
and severallv, firulv b.y these pre.ents
fhe condition of thir instruinent is such that whereas the PrincipaL
has entered intc a certain asree'rent. hereto attached, \,Iith the
( OI,rner)
dat ed -.furnishing of ali 1al:or and materiall in connection witrh
19-, for Ehe
I\:O!1, IHERaF lR..r if the principal shal 1 qrel 1 and trulv perform and ful-
fill aL1 the undertaklngs, covenants, ter:rns, conditions and a€ireements of said
contract duri.ng the original tel'r, of said conlract, ard any extensions thereof thaE
may be granted by the Or./ner, vrith or witho,rt no+-ice to the Surety and shal1 also
well and tr:uly perform and fulfill ail t5e undert'akings. covenants, terms, condi-
tions and agreeneots of any and al1 duly ar.:thorized rrodifications of said contract
that may hereafter be nade, notice of whrch nodlfication to the Suretv being here-
by traived, and shal 1 promptly,r,ake payments to a1 1 persons supplying said Princi-'
Pa1 with 1abor, rnaterials, or sucplies in t5e prciecution of the \a,ork provided for
in said contract in accordarce with the provision; of SectioD 45-502 ;daho Code,
lrhich section is herebv adopteC as a parr of thi; bond to have the same effect as
if set out in full herein, then this ohl igation to be nul1 and void; otherwise
to remain in ful 1 force and effect
IN WI INESS WHEB;OE,
s t rumen t this dai of
the above bo,rnded parties have executed this in.9_
(Witness if lndivlduai or Fi rri lri.ncipal)
By(Attest if Corporat i on )
CountersigneC:
-it1e
ldaho.
B
By Res i dent- AgeDt at
TO THE OWNER
for constructing
o
PROPOSAi
o
o o
n)
1n fUza County, fdaho.
Gent I emeu:
pal are those narned herein:
proposal
that he
That this
firm or corpora E ion;
form of contract therefor, on
The undersigned as bidder declares:
That the only oerson or persons interested in this proposal as
is made without coLlusion \,rith any
princi-
other per s oir,
speci ficat ions andhas careful ly examined
file in the office of ct,t ,t/-l/
the pl an: ,
the o
That has satisfied himseLf as
understands lhat in signine this proposal he waives al 1 rigbt to pLead misunder-
standing regarding the same:
That he understands that the quantities in this proposal are approx-
imate only, and that he is willins to perforn anv increased or decreased quanti-
ties of work at unit prices for such work as set forth in this proposal .
And he pr:oposes and agrees if tbis bid is accepted that he will contract
wiEh said Owner, in the ;aid form of contract. to provide all necessary machlnery,
too1s, appararus. aDd other means of construction and to do al 1 of the work. and
to furnish al 1 of the material specified in the cont-ract in the manner and time
therein prescribeC, according to the requirements of the Engineer as herein set
forth, and that work shal1 begin \n,ithin ten 110) calendar days after receipt of
notice Eo p roc eed
lo the quantities and condit ions and
n
d sbal I e comP i eted
OP
t/\
Thatr he will take in full payment therefor. suns accor:ding to the actuaL
amount of work performed of che varj-ous classes and the respeclive unit prices
bid as given in the following scheduLes of contract prices, entitled rrProposal -
Schedule of ltens and Prices.i' In cases of discrepancy ln the contracE prices,
the unit prices wriEten in words shail govern.
The full name and residence of all parties and persons interested in
the foregoing propo al are as follows:
NOTE: Give fir:st and last nam.es in fuli;
President, Ir:eas,.rrer and uanager and na'r.e
in case of partnership, aive the nares cf
l\larne
in case of a corporation, give name
of the state in which i.ncorporated,
the individual co -partner s "
Adilress
of
and
a)
tract should be sent:
t9
/
Date: *i/ t)EJ /16{
By 'IirIe)Oa-trc:14
Address c'f bidder to v,hich cofllnunicat.ions concerned lrith this propos
i NaJDe of 'lrqan izatlon,
( Ci t-1' and State)
or con -
(t ree t
NOIE: Ihe rrProposaltt continues through succeeding oages, each of *hich carries
the heading 'rProposal .rl
J
/)gi /2"2,
Lncorporated under the laws of the State of ...- ,
1965 EAST SIDE PARK SEI4IER LIFT STATION
CITY OF MERIDIAN, ADA COUNTY, IDAHO
PROPOSAL - SCHEDULE OF ITEM A*\D PRICE
Sewage Lift Station Structure and Sewer
Pressure Line for the lump sum price of
tu)^./ol6{#t","
and =lr..'c Cents
($/o/complete
o
Total for ltenItem No.
1
$47o/.D7
a
/ B}%ou ?rVrs st'* //*/ oD /*
l/,: /r7,J--g 7/la{//o/
ss{ 35 jZ*Z 4l/az4/A)
kt ozt J
/,zt .?;€,ba. J/oo,
€I
d /ross e d,/*./*tl)cdt/s
*r/u"/r'z ,/ &:au/ on-'
,i //t<2az'*'t
3 ,0o ."sa/*7d4/
fta):a4-\,r..,
l/,i
l+
aF
A\>dtL_
o4)
PRDP]:]S.1,1 BiND
aontraclor)
crf New Meadows - Tdaho
Addre i: )
as Principal , and 116i r-^/l o-ai €i T6cirv=h^a a o MD an
I Sure ty)
as Surety, are held and firr4lv bound unto
The condition of tbj; obl igar.:on i-.
has this day submitted a sealed proposal for
rT TfTl'
'\iT
MI]DTNTAN . ADA COUNTY,
' Olrn er )
. hereinafter cailed the )wner, in the full and penal sumIDAHO
suci. t hat whereas
...rnqf rrlr:f i on o
the Pr inc ipal
1965 East
llOW! ;HXBXFOBS, if the said Princip.,l shal 1 be awarded and shal I duly
make and enter into a contract with the Or^7ner in accordarce vriEh t-he Eerms of
said proposal and award, and 3haL1 within ten 10) dar's after presentation of the
cootract furnish a bcr-.d acceotable to the ,luner for the faithful performance of
such contract, then this obl igation shal 1 L'e nul 1 and void: otherwise it shal1 be
and remain in full force and effect
lN UI.INE33 UI{EREIF. the at'ove bounded part ies l-ave executed this in*
s t rumen t this,?lb.c
Iri tnes s
I or Firm)
l9 65..
wF:s HFNSKE - _an hdivlduaI
Princioal tdv iduaMartin w. Rust II
Attest :
Attest.
{ 1f Corporat i on
( COB?ORATE SEAI, )
Jrm Wuercn
SEAI, OF sI]RE IY
-l4artin w- -Rli itln Attorney- rn=Fac E
Br-
WesIitle/
r ret t )
B
KNOH ALI l.lEN BY THESE PRISE\]] , rhat we @
ofFiwe -per cent ll-7 ) of the total anount of tle proposal of said Principal
for the work hereinafter descrihed, fcr the pavmenl of r,rhich, well and truly to
be made, we bind ourselves, our heirs. executorj, ad'niniitrators, successors
and assiqns, firmly by these presents.
di^^ D-,L q6!^'ar r..i f{- q+=+i6n Cifw of Meridian, Ada Countv, Idaho
n
C'l\ lBAar A P i,:vE\ -
TttlS A- REEly:Eli i 'fade and entered inlo, in quadruplicate, this
day of 1g - bv and betineen
hereinafter cal1ed the Orrner !
part-".. of the first parf, and
of
hereinafter called the aootractor, party of the second part
se1f. his heir;, adr.inistrators. srcces;ors" and assigns, to copstruct
WIT\ESJEIIi: rhat the Contractor, in consideration of the sum to be
paid t o hirp bv sai d ,^.,ner - in the :ranner anC al, the t ime herei.naf ter provi.ded,
and of ot.her coveoants and asreenentJ t'ereio contained. hereby agrees for him-
to furnish all necessar-v:laciinerr', tools, apparatui, materials. and labor and
to complete the work in the mosf substantial and worknanlike manner according t.o
the plans and specifications therefor cn file in tbe office of
and such modificat ions of the sarne and olher
directions that mav t'e qrade bv lr'e Insineer as proviCed hereln
CONIRAC- D.]C -NlE\ T S I
I.t is further aereed that the contractual. docu,],ent:, r^,hich include the adver-
tisement; the nctice tc biddersl the 'lonlractor s proposal; the lontractor's
qualificationJ. the rdritten azreemenl'- betr^reen the Owner and the Contractor; Ehe
notice to proceed; the I-.onds, general specifications. special provisions, tech-
nical specificatlons, plans anC drawines bv the Engineer including any supple-
mental drawings: and. tbose L:orking drawings .u'bmitred bv the Contractor and ap-
proved by the Eneineer including aov manufacturerss working drawings of equip-
ment for Deroanent instalLation in this project, appended to this contract agree-
ment. are hereby specifical 1y referred to and iriade a part of this contract, and
shail have Ehe same force and effect as though all of same were frrlly inserted
herein.
o
PAIIMENTS:
F'or the faithful performance of the work herein embraced, as set forEh in the
contract documents which are a part hereof and in accordance lrith the directions
of the Engineer and to his satisfaction, the owner agrees to pav said Contractor
the amount earned, computed fro'n tte actual quantiaies of the work performed as
sho&-n by the estimates of lhe Engineer and unit prices named in such proposal,
and to make such paynents in the manner and at the times provided in the general
conditions thereto appended.
IN l,IlTNESl WIIEREOE. the said i).rns1 s...,r,.s this contract and the said
tract first above \"7ritten
ATI]EST:
o sign and seal the sarne, the day and year in this con-
OW\-EB larty of the First Part'
\ame)
-:itle)
CIN:RAC'ICR, Party of the Second ParEr
\arne)
Bv
litle)
In the Presence of
By
, Tirle)
Fy
,.Tit1e)
'7
t
CCN:'RACi !O\]D
KNOW AI,L I4EN NY IHESE PR-ESL\:TS. ':hAt T,IC
Cont rac tor:)
Addres;_)
as Pr inc i pal , ard
Suretv,
as Surety, are held and f i rm.1.,' bo,-rnd ,rnto
. )wner l
in the penal surn of
r Amount of P ond)
Doll ars i$ )
lawful money of Ehe fnited irates, which suqn is agreed to be the maximum liability
hereunder. we1 1 and truly t.o be paid, apd for the paytnent of which we and each one
of us bind curselves. our heirs, executors. aCministrators and assigns' jointly
and severally. firnlv ty these preJents
Ihe condition of t.hiJ instrument is such that r^Thereas the Principal
has entered intc a certain asreenent " hereto attached, with the
dated -
connecti on with
: Owner')
-,
19-.' for tbe
fur:nishing of ali 1a)ror and materlals in
I'l0lt " IHEREFIRE if the principal shal 1 welI and trulv perform and ful-
fill all the undertakings, covenants, terFs, coDdit ions and agreements of saiC
contract during the originai ter.I, of said conlract- and anv extensions thereof that
may be granted by the Or,rner, !,iith or \^ritho,rt notice to the Suretv and shaLl also
well and truLy perforn and fu1fi11 ail tre under'akinss" covenants, terms, condi-
tions and aqreenents of any and al1 duly ar.:thorized 'rodifications of said contract
that may hereafter be made, nofice of whrch nodificalioo to the Suretv being here-
by vaived, and shalL proroptly rr,ake pa) nents tc a1 1 persons supplying said Princi-
paI r,rith 1abor, r,aterial:, or sucpl ier in t\e prciecution of the work provided for
in said contract in accordarce with the provision; of Sectioo a5-502 idaho Code,
which section is herebl adopteC as a parr of tl-is tond tc have the same effect as
if set out in fult herein, then this obligation to be nu11 and void; otherwise
to remain in ful 1 force and effect
IN I,IIIISESS WHERiOE lhe at'ove bounded parties have executed this in'
s t rument !his_da; cf 19--
(I{itness if lodividuai or Firm)Principal )
Ey
(AtEest if Corpora! ionl
Counters igned:
By Res ident Agent at Idaho .
ou
^a
-it1e,
Rev. 10- 64
Section No
GENERAL CONDITIONS OF CO}ffRACT
Deflnitions
Execution, Correlation and IntenE of DocumentsDesign, Dralrings and Instruc tionsVerbal Agreement s
Copies of Drawings Furnished
Order of Compl etion
0wnership of Drawings
Subsoil Condi t i ons
Materials, Appl iances
Royalties and patent s
Surveys5 Permits and Regulations
Protection of the public and of Work and propertyInspectlon of Work
Superintendence
Changes in the Work
Selection of Equipment by Owner
Extension of Time
Cl aims for Extra Cost
Variation in Nurnb er of Units
Force Account Work
Deductions for Uncorrected llorkCorrection of Work Before Final payE0ent
Liquidated Damages
Reports, Records and Data
Suspension of Work
The olTnerrs Right to TerEinate ContractContractorrs Right to Stop Work or Terminate ContractRemoval of E quipment
Use of Completed port ions
Pa).ments lliEhheld prior to Final AccepEance of WorkIndemnity
Damages
Liens
Assignnent
Rights of Various Interes t s
Separate Contrac ts
Subcontractors
Engineer I s Status
Engineer's Dec i s lons
Arb itrat ion
Linds for Uork
Cleaning Up
Publ ic Safety and Convenience
Crossing Utilities
Sanitary Provisions
Character of Worl<men
1.01 "1.02.
1.03.
t. L1 ,
L"12.
1.13.
L .L4 "1.15.
1"16.
L.L7.
r.18.
1"I9.
1 aa
L.24"
L.25.
t"26.
1.27.
1.28.
I ?O
1 .32 .
i"33.
1"36.
I .37 .
1.40.
1.41"
1.04.
1.05.
1..06
r .07 .
1.08.
I.09.
1.10.
1.20.
1.21 .
1.30.
1"31 .
1.38.
1.39.
1.34.
1.35.
| .42
1.43.
7.44.
). .45 .
t.46
3
Rev. L0-64
GENERAL CONDITIONS OF COMRACT
Sect i on L 0L Definitions
a. The Contract Documents. The "Contractual Documents" shalL include the ad-
be understood to be referring to the Engineer of the Owner, acting personally or
through any assistants duLy authori.zed in rvriting for such act by the Engineer,
qualifications; the v,iritten agreemenE between the Owner and the Contractor; the
notice to proceedl the bonds. generaL specifications, special provisions, tech-
nicaL specifications. addenda, plans and drawings by the Engineer including any
supplementaL drawings; and, those r.Torking drawings submitted by the Contractor
and approved by the Engineer including any manufacturer:'s working dra\,rings of
equipment for permanent installation in this project, The contractual documents
taken co11ectively, and that in the aggregate, are understood and agreed to con-
stiEute one 1egal instrument- It is the intent to make al1 these documenEs com-
plimentary and explanatory of each other and each and every one of these documents
is a part of the contract and includes all modifications thereof incorporated into
the contracts before their execution.
vertisement; the notice to biddersi the Contractor's proposal: the Contracfor ,s
b. The O\nner. The rro'nm.erfl is the Owner named in the contract documents.
c. The Engineer. Wherever in this contract the \nord "Engineer" is used it shaLl
d Inspector The tern t'lnspector" shalL be used to designate an authorized
representative of the Engineer assigned to make any or all necessary inspection
of the rvork and materials furnished by the Contractor and his authority is
definitely restricted to those fun.ctions
e, Contractor. The term I'Con.tractorrr shall designate the corporation,partner-
this con-ship or individual who enters into an aElreenent for the performance of
tract as outlined and contemplated in the plans and specifications '
f. Subcontractor The term "Subcontractorrr as employed herein includes only
those having a direct coctract vith the Contractor and it includes one who fur -
nishes material, worked to a special design accordinS to the plans and specifica-
tions of this work but does not include one who merely furnishes material oot so
worked
I Suleq, The term ttsuretyrt shall mean those corporations or individuals who
.." IZi rith and for the contractor and are primarily Liable for the proper
performance of this contract and for the Pa)ment of wages and naterials' The
approral of financial responsibility of the Surety and the actual terms of the
bond wilL be treated under a separate heading
h, I,lqrk, The term rrHorktr of the Contractor
1aboi, material s, equipment, transportation
compl ete this cont ract
Subcontractor sha11 inc Lude
other facili ties necessary toor the
and al 1
i
a
t
o
o
Pla ns and Drawi ngs The trPlans and Drawings" shall consist of the drawings
rawings pertaining to the construction or details of
, .orrIr."t as prepared or aPProved by the Engineer and
ontracEor. A11 working dra!'ings are subject to approval
:10
nd the reproduction of d
his work incLuded in thi
fficial 1y given to the C
f the Engineer
"!,lriLten Notice" shalL be deemed to have been duly served if
to the individual or to a member of the firm or to an officer
r whom it is intended or if delivered at or sent by regisEered
ness address known to him who gives the notice-
j
de L
of
mai
Written Not i ce.
ivered in person
the corporat ion fo
1to the l ast busi
Section 102. Execution, Correlation and Intent of Documents
the Owner and the Contractor.The agreement shalL be signed in quadrupLicate by
docunents are complimentary and what is called for by one
if called for by a1 1. In case of conflict between pLans
the specificat ion"s shal1 govern.
The con t rac t
as binding as
cifications.
No verbal ag re emen t
O\,r'ner elther b efore
any of the terms or
con t rac t
shal1 be
and spe -
Section L-03. Design, Drawings and Instructions
ItisagreedthattheOr.lnerwillberesponsiblefortheadequacyandsufficiencyof
the pLais and specifications. fhe Owner, through the Engineer, or the Engineer as
the owner,s representative, shalL furnish plans and specifications which completely
represent the iequir:ements of the work as far as practical to be performed under
thl contract. AlL such drawings and instructions sha11 be consistent \,rith the
contract documents and shall be true developmentls thereof' In the cases of lunp
sum contracts, p1 ans and specifications which completely represent the \n'ork to be
done shall be furnished prior to the time of entering into the contract. The Engi-
neer may, during the life of the contract, and in accordance with Section l'15'
issue additional instructions, by means of drawings or othervrise, necessary to
illustrate changes in the work
Section 1 .04. Verbal Agreements
or conversaLion uith any officer, agent, or employee of the
or after execution- of this contract' shal1 affect or modify
obligations contained in any of the documents comprising said
Section 1 05" Copies of Drawings furnished
unless otherwise provided in the contract documents, the Engineer will furnish to
the Contractor, free of .h"rg", rhree (3) copies of dra"'ings and sPecifications
for the execution of the worf,. Additional copies will be furnished at cost by
the Engineer to the Contractor'
Section 1"06. Order of ComPletion
The Contractor sha11 subIrlit, within five (5) days after the a\'rard of the contract'
u--propo""a progress schedule in a reproducible form- The pr:oposed Progress
schedule submitted by the Con.tractor sha1l be subject to the approval of the Engir
neer and the owner' The Contractor shall perform the work in accordance uith the
"ppr.""a Progress schedule' Further' the Contractor shal1 submit Eo the Engineer
each mon.Lh, \,rithin five iil a"y" of ihe end of each estimate period' a copy of the
11
approved progress schedule sholring the relaLion of the completed work to that of
tir. p.opo" "a-progre s s schedule The proposed progress schedule shalI show the
order in which the Contractor proPoses to carry on the work u'ith dates at which
the Conrractor ni11 start the several Parts of the work and the estimated dates
of completlon of the several Parts
Section L 07. Ownership of Drawings
Section 1.08 . Subsoil Condit ions
Section 1 09 Materials, APP1iances
Atl drawings, specifications and copies thereof furnished by the Engineer shall
not be reused on other work, and, with the exception of the signed contract' sets
are to be returned to him on request ' aL the comPletion of the work' A11 models
are the PropertY of the Owner
The O\rner shal 1 not be responsible should the subsoil conditions be found to
differ materially from those indicated by logs of lest borings and/or records
made by other methods of underground exploration No verbal agreement or con-
versation lrith any officer, agent or employee of the Owner, either before or
aftertheexecutionofthiscontract,shallaffectormodifyanyoftheterms.
Unless otherwise stiPulated, the Contractor shal1 Provide and pay for all ma-
terial s, 1abor. water, tool s, equiPment , 1i8ht ' Povrer, transportation and ot'her
facilities necessary for the execution and conpletion of the work' Unless other-
wise specified, al 1 rnaterials incorporated in the permanent work shall be new and
both wlrkmanship and materials shal 1 be of good quality The Contractor shalf if
required, furnilh satisfactory evidence as to the kjnd and quality of materials'
Section 1.10 Royalties and Patents
TheContractorshallpayalLroyaltiesandlicensefees.Heshalldefendallsuits
orclaimsforinfringementofanypatentrightsandshallsavetheownerharmless
from loss on account thereof "*.upi th.t the o!,rne r shall be responsible for all
such loss vrhen a particuLar manufacturer, Product, or Process is sPecified by the
Owner
Section l 11 . S'rrveys. Permit s and Regulations
Unless otherwise specified, the Owner shal 1 furnish alL land surveys' base lines
and stakes for locating the principal comPonent parts of the- work-together with a
suitable nr.rmb e r of Uu,,.tl "ti" adjacent tL the work From the information pro-
videtl by the Owner, ttre Contractoi shal1 develop and make all detall surveys' lines
and elevations as he d".*" n"t"t'"ty Permits and licenses of a temporary nature
necessary for the p.o.""'iloo-of the work shalI be secured and pald for by the
contractor Permits, Ii;;;;;" and easements for permanenl structures or permanent
changes in existing tr.iiiti"t sha11 be secured and paid for by the or'mer" unless
otherwise sPecified.
tl
The Cortractor sbal 1 give al I notices and comPly with aL1 Laws, ordinances, rules
and regulations bearing on Ehe conduct of the work as drawn and specified. If
the Contractor observes that the drawings and specifications are at variance
therewith, he sha11 prornptly notify the Engineer in rn,riting, and any necessary
changes shal1 be adjusted as provided in the contract for changes in the r"rork.
The ContracLor shal 1 carefulty preserve bench marks, reference Points and stakes
and, in case of wilLful or careless destruction, he shaLl be charged with the
resulting expense of replacing same and shaLl be resPonsible for any mistakes
that may be caused by their unnecessary Ioss or disEurbance.
Section 1.12. Protection of the Public and of Work and ProPerty
The Contractor shal1 provide and mainEain a1l necessary \ratchmen, fLagmen,
barricades, red lights and warning signs and take atl necessary precautions for
the protection of the public- He shal1 continuously maintain adequate Protection
of all work from damage, and shall take all reasonable Precautions to Protect the
Owner's property from injury or loss arising in connection r,rith this contract
He shall make good any damage, injury or loss Eo his work and Lo lhe property of
the Owner resulting from lack of reasonable Protective Precautions, except such
as may be due to errors in the contract documenEs, or caused by agents or
employees of the Owner He shalL adequately Protect adjacent private and public
property, as provided by 1aw and the contract documents.
In an emergency affecting the safety of life or of the work or of adjoining Pro-
perty, the Contractor is, without special instructions or authorization from the
Engineer, hereby permitted to act at his discretlon to prevent such Ehreatening
loss or injury, He sha1l also so act' without appeal , if so authorized or in-
st ructed by the Engineer
Any compensation claimed by the Contractor on account of emergency work, shal1 be
determined by agreement or by arbitralion.
Section 1.13. Inspection of Work
Ihe Owner
vision of
shall provide sufficient cornpetent engineering personnel for the suPer-
E he \^,ork .
The Engineer and his represencatives shalI at a1L
whenever it is in preparation or progress, and Lhe
per facilities for such access and for inspectlon.
t imes have acce s s
Contract or shal l
to the work
provide pro-
ff the specifications, the Engineer's instrucEions, laws, ordinances' or any
public authorlty require any work to be speciaLly tested or approved' the Con-
iractor shal1 give the Engineer timely notice of its readiness for insPection, and
if the inspection is by another authority other than the Engineer' of the date
fixed for such inspection' Inspections by lhe Engineer shalL be Promptly made'
and where practicalle at the source of supply' If any work should be covered up
lrithoutapprovalorconsentoftheEngineer,itmust,ifrequiredbytheEngineer'
be uncovered for examination and properly restored at the ContracEorrs expense'
Re-inspection of any work may be ordered by the Engineer' and' if so ordered' the
lii
work Irlust be uncovered by the Contractor, If such work is found to be in accord-
ance with t.he contract documents, the Owner shalI pay the cost of re-inspection
and replacement ff such r,rork is not in accordance with the contract documents,
the Contractor sha11 pay such cost,
Section 1 .14. Superintendence
The Conlractor shall keep on his work during its Progress' a comPetent suPerin-
tendent and any necessary assistants, al1 satisfactory to the Engineer. The
superintendent shall represent the Contracfor in his absence and alL directions
given to him shal1 be binding as if given to the Contractor. fmPortant direc-
tions shall inmediately be confirmed in writing to the contractor. other direc-
tions sha11 be confirmed on written request in each case. The Contracfor shall
give sufficient superintendence to the work, using his best skill and attention"
If the Contractor, in the course of the work. finds any discrepancy between the
plans and the physical conditions of the 1ocality, or any errors or omissions in
ihe plans or in the layout as given by survey points and tnstructions, he shall
inurediately inforur the Engineer, in writing, and the Engineer shal1 pronptly
verify the same. Any work done after such discovery, until authorized, will be
done at the Cont ract or' s risk.
Section 1"15. Changes in the l{ork
The owner, without invalidating the contract, may order additions to or deductions
from the work, the contract sum being adjusted accordingly. Any claim for exten-
sion of time caused thereby shalI be adjusted at the time of ordering such change.
In giving inttructions, the Engineer shalt have auEhority to make changes in the
work not inconsistent with the purpose of the work. The Engineer shall further
have authority to issue \.,ritten change orders. Except in an emergency endangering
1lfe and property, no extra work or change shalI be made unless in pursuance of
such written order, and no claim for an addition Eo the contract sum sha11 be
valid unless the additional work was so ordered.
The Cont ract or shall
ext ra work or change
proceed with the lrork as changed and the value of any such
shal1 be delermined as provided for in the agreement
Section 1.16. Selection of EquiPment by Owner
lf the owner or his agent reserves Che sole right to select equiPment to be in-
"trtf"a, Contractor sha1l be responsible only for its installaEion accordlng Eo
the plans and specifications, ani shall not be held liable for its oPerating
performance,
The period of time for completion set forth in the agreement sha11 be extended in
amount equal to time lo"i i'" to causes which could not have been foreseen or be-
yond the control of tne ioniractor' and which werqnot the result of his fault'
Sect ion 1 .17 Extension of Time
14
negligence, or deliberate act. Extension of time for coltrpletion shall also be
aLlowed for delays in t.he Progress of the l^,ork caused by any act or omission on
Lhe part of the Owner or his employees, or by other contractors employed by the
Owner, or delay due to an act of the government, or for any delay in the furnish-
ing of p1an.s and necessary information by the Engineer' or for any other cause
rrhich in the opinion of the Engineer entitles the Contractor to an extension of
time. Strikes and labor disputes shal 1 be cause for an extension of time.
Section 1.18. elaims for Extra Cost
If the Contractor claims thft any instructions by drawings or olherwise issued
after the date of the contract involved extra cost under the contract' he sha11
give the Engineer wriLten notice thereof v,Tithin one day, afler the receipt of
such instructions, and in any evenE before proceeding to execute the work, excepL
emergency endangering life or property, and the procedure shalL then be as pro-
vided for changes in the ruork No such cLaim sha11 be va1 id unless so made.
Extra work not included in the proposal but authorized after the date of the con-
tract that cannot be classified as coming under any of t.he contract units may be
done at mutually agreed upon unit prices, or on a lump sum basis, or under the
provisions of Section 1.20, ItForce Account Work,"
Section I 19 ilariation ln N,urber of UnitJ
Should the number of units of cornpleted work of any iEem included in the unit price
schedule classified as a major item vary thienty-five (25) per cent from the number
of units stated in said schedule. either the Owner or the Contractor may request a
revision of fhe unit price for the item so affected. Under such conditions an
equit.able revision of the price shall be made" A major item undel: the meaning of
this provision is defined as any item equal to or greater than ten ('10) Per cent
of the total contract.
Seclion 1, 20. Force Account Work
If the Engineer orders, in writing, the perforrnance of any work not covered by the
plans or included in the specifications, and for which no item in the contract is
provided, and for which no unit price or lump sum basis can be agreed upon, then
such extra work shal 1 be done on a cost-p1us-Percentage basis of Pa)rment as
fol l ows:
a. The Contractor shal I be reimbursed for alL costs incurred in doing the work'
and shaLl receive an additional payment of seven (7) per cent of all such cost to
cover his indirect overhead costs, plus eight (8) per cent of aLl cost, including
indirect overhead, as his fee
b, The term trcosf" shall cover all payroll charges for men employed and super-
vision required under the specific order, together with all workmen's compensation,
social security, pension and rerirement allowances and social insurance, or other
regular payroLl charges on same; the cost of all material and supplies required of
either temporary or pemanent character; rental of all power-driven equipment at
agreed upon rates, together with cost of fuel and supply charges on s:rme i and any
15
thaE has been damaged or
equitabLe deducEion from
other costs incurred by the conEractor as a direct resulE of executing the order,
if approved by the Engineer.
of the work done each day shall be submitled to lhe Engineer in a
form on the succeeding day, and shalI be aPproved by him or adjustedc. The cost
satisfactory
at once,
d, Monthly payments of aLl charges for force account work in any one month sha11
be made in ful1 on or before the fifEeenth (15th) of the succeeding month. Those
pa),nents shal1 incLude the full amount of fee earned on Ehe cost of Ehe work done'
Section 1.21 . Deductions for UncorrecEed Ilork
If the Engineer deems it inexpedient to correct uork
that was not done in accordance \rith the contract, an
the contract price shall be made therefor.
Section 1.22. Correction of Work Before Final Payment
The Contractor shalL promptly remove from the Premises alI materials condemned by
the Engineer as failing to meet contract requirements, whether incorporated in the
work or noE, and Ehe Contractor shalI PromPtly replace and re-execuEe his own liork
in accordance with Ehe contract and without exPeose to the O\tner and sha1l bear
lhe expense of making good all vork of other contractors destroyed or damaged by
such removal or replacement.
If the Contractor does noE remove such condemned work and materials aS PromPtly
as possible, after written notice, the Owner may remove them and store the ma-
terlal at the expense of the Contractor.
Section 1.23. Liquidated Damages
Ir is hereby understood and mutually agreed by and betr^'een lhe Contractor and the
owner that ih" dut" of beginning and time for completion, as specified in the
contract of the work Eo be done hereunder, are essential conditions of this con-
tract; and it is furEher mutually understood and agreed that the work embraced in
this contract shall be conrnenced on a date to be specified in the Notice to
Proceed
The Contractor agrees that said work sha1l be prosecuted regularly, diligently'
and uninterruptedLy at such rate of progress as wi1 L insure ful1 completion
thereof within the specified time' lt is exPressly understood and agreed by and
between the Contractor and the Owner that Ehe time for completion of the work
described herein is a reasonable time for lhe comPletion of the same, taking into
consideration the average climatic range and usual industrial conditions prevaiLing
in this locality. If the said contracior shall neglect, fail, or refuse to com-
plete the work within the time herein specified or any proper extension thereof
granted by the Ornmer, tt'"t' tt'" Contractlr does hereby agree' as a Part considera-
tionfortheal,ardinsofEhiScontract,EoPaytotheownertheamounrspecified
in the contract, not ." "-;;;'i;t, but as riquidated damages for such breach of
contract as hereinafEer stt fott-tr- for each and every calendar day that the
16
Contractor
compl etirtg
shall be in defaulE after the Eime stiPulated in the contracE for
the \,Iork .
The said amount is fixed and agreed upon by and between the Contractor and the
Owner because of the impracticability and difficulty of fixing and ascertaj-ning
the actual damages that the Owner would susEain in such an event and said amount
is agreed to be the amount of damages which the Owner would sustain and said
amount shall be retained from Eime to time by the owner from periodical estimates
as a part of retainage to insure proper completion of the ProjecE.
It is further agreed Ehat time is of the essence of each and every Portion of this
contract and of Ehe sPecifications wherein a definite and cerEain length of time
is fixed for Lhe performance of any act \rhatsoever, and l4?here under the contract
additional time is alLoved for the comPlelion of any work, a new time Limit fixed
by such extension shalL be of the essence of this contract.
The owner is authorized to use such Liquidated damaEes to pay additional cosEs for
Resident Engineering and/or InsPection and such other costs as are incurred as a
result of the deLay in completion of the project \.rithin the specified conEract
time L imit .
FaiLure to complete the \nork ,rithin the number of caLendar days stipulated in the
agreement, includiag extensions granted thereto, shal L entitle the owner to deducE
fiom the moneys due to the Contractor as rrliquidated Damagesl an amount equaL to
$--:.O-OO-- for each calendar day of deLay in the comPletion of the work'
Section 1.21r. Reports, Records and Data
Section 1,.25. SusPension of Work
The Contractor shal1 submit to the Owner such schedule of quantities
pr:o8ress schedules, payroIls, rePorts, estimates, recor<is and other
Ovner may request concerning work performed or to be performed under
contract.
and cost s,
data as the
thi s
The O\,rn er may at any time suspend the work, or any part thereof' by giving five
(5) days notice to ihe Contrattor ia writing of such suspension of work" The
Contractor shalI resume work within ten (10) days after the date established for
resuming work as fixed in an additional u'ritfen notice from the O\'rner to the
Contractor authorizing resumPtion of work' The ohine r shal1 reimburse the con-
tracEor for expense incurred by the Contractor in connection \'rith the work under
this contract as a result of such suspension'
Section L-26. The Owner's Right to Terminate Contract
IfthecontractorShouldbeadjudgedabankrupt,orifheshouldmakeageneraL
"""ig.*""a for the benefit of his creditors' or if a receiver should be ap-
poinled on account of nis insoLvency' or if he should persistently or repeaEedly
refuse or should fai1. ";";;;-;" ca'ses for.which extensions of Eime are provided'
to supply enough properfy 'Litf"a workmen 6r proper materials' or if he should
fail to make ProEPt pu1*L"t" to subcontractors or for material or labor' or
'll
b rf
thirty
of the
persistently disregard laws, or ordinances or the insEructions of the Engineer'
or otherwisl be guiLty of a substantial violation of any provision of the con-
tract, then the O\,rner, upon the writEen notice of the Engineer that sufficient
cause exists to justify such acEion may' without prejudice to any other riSht
or remedy and afEer giving the Contractor seven (7) days \'lritten notice' termin-
ate the Lmployu,ent of the Contractor and take possession of the premises and of
all materials, tooL" and appliances thereon and finish Ehe work by whatever meth-
od he may deem expedient, in such case the ConEractor shall not be entitled to
receive any further payment until the work is finished' If the unPaid balance
of the coniract price shaLl exceed the expense of finishing the work' including
compensationforadditionalmanagerialandadministraliveServices'suchexcess
shail ue paid to the contractor. If such expense shal1 exceed such unpaid bal-
ance, the Contractor sha11 pay the difference to Ehe Owner' The expense incurred
by the owner: herein provid"i,- arrd the damage incurred through the contractorrs
default, shalL be deternined by the Engineer.
Hhere the contract has been terminated by the Owner, said termination shalL not
affect or terminate any of the rights of the O''ner as against the Contractor or
his surety then existing or r.rhich may thereafter accrue because of such defauL!"
Any retention or pa)4nen.t of moneys by the Owner due the Contractor under the
terms of t.he cont.ract, shaLl not release the Cootractor or his surety from 1ia-
bility for his default
Section 1,27. Con.tractor's Right to Stop Work or Terminate ConEract
Contracfor may suspend work or terminate contract upon ten (10) days written
notice to the O\,rner and the Engineer for any of the following reasons:
authorily caused the work !o be
(90) days through no act or faulta. If an order of any courl or other public
stopped or suspended for a period of ninety
of the Contractor or his employees.,
c. ff the Owner shoulg fail
(30) days after its aPProval
the Engineer should fail to act
(30) days after it is Presented
cont ract .
upon any request for Payment ',ithin
in accordance with the geaeral conditions
act upon any request for paymenE \'riLhin thirty
Ehe Engineer.
to
by
d. If the Own.er shaLl fail to PaY
after it.s award bY arbit.rators'
the Contractor any sum within sixty (60) days
Section 1,,28. Removal of EquiPment
In the case of termination of this contract before completion for any cause
whatever, the ContracEot"'ti-no'lfi"d to do so.by the owner' shall promptly re-
move any parE or.fr of i.'i"^"q"ip*""' or.suppliei from the proPerty of the owner'
failing \dhich the <l,t'"' "i'f i't'ut'" tht right to remove such equipment and sup-
plles at lhe expense of the Contractor'
18
Section 1.29. Use of Completed PorEions
The Ohrner may, at any time during progress of the work, after \.,riEten notice to
the Contractor, take over and Place in service any compLeted Portions of the
work which are ready for service, aLthough the entire work of the contract is
not fully completed, and notr^,i ths t and ing the time for comPletion of the entire
work or such portions which may not be expired" In such caser the Owner shalL
issue certificates of accepEapce for such portions of the work, but such taking
possession thereof shalL not be deemed an acceptance of any other portions of
the work, nor of any incompLeted portions, nor of any work not comPleted in
accordance with the contracE documents. If such prior use increases the cost of
or deLays the work' the Contractor shalI be entitled to such extra compensation
or extension of time, or both, as determined by the Engineer.
Secrion 1.30 Pa)'nents Withheld Prior to Final AccePtance of Work
The Owner may withhold or' on account of subsequently discovered evidence'
nuLl ify the whole or part of any certificate of Payment Eo such extent as may
necessary to Protect himself frorn loss on account of:
be
Defective work not remedied ^
b. Claims filed or reasonable evidence indicating pubLic filing of claims by
other parties a8ainst the Contractor.
c. Failure of the Contractor !o make Payments properLy to subcontractors or for
material or 1abor.
a
d" Damage to another contractor
Sect lon 1.31. Indemnity
When the above grounds are removed or the Contractor Provides
satisfactory to Ehe Owner which wilL ProtecE the Or'rne r in Ehe
payment shalL be made for amounts withheld because of them.
a surety bond
amount vi thhe 1d.
The contractor and his sureties sha11 indemnify and save harmless Ehe owner and
all its officers, agenEs' and employees from aLl suits, actions or claims of any
character, name and description brought for on account of any injuries or damages
received or sustained by any person or persons or property, on account of any
negligent act or fault of Contractor, his agents or employees, in the execution
of said contract, or on account of the failure of the Conlractor to Provide neces-
sary barricades, \rarning lights, signs or flagmen; and will be required to pay
any judgment, with cosEs, which may be obtained against the ouner gro\ding out of
such inj ury or damage
The Contractor sha11, unLess other\rise specified, maintain and pay for such in-
surance, issued in the name of the Owner' as uilL protec! the Owner from contin-
gent liability under this contract, and the Owner's right Eo enforce against the
iontractor any Provision of this arEicle shall be contingent upon the ful1 com-
p1 iance by the owner with the Eerms of such insurance policy or policies; a copy
Lf ,hi.h shall be deposited wi.th the Olrrer, upon the Ownerrs request for same.
1g
Section 1.32. Damages
lf either party to this conEract should suffer injury or damage in any manner
because of any vrrongful act or neglect of the other party or of anyone employed
by him, then he shall be reimbursed by the other party for such damage.
Notice of pending claim for any such reimburseoent shall be made in rdriting to
the party liable within a reasonable time of the first observance of such damage'
and the claim shalI be filed and adjusted previous to the time of final Payment,(by agreement or by arbilraEion).
Neither the final payment nor any part of the retained percentage shalL become
due until the Contractor shall deliver to the Owner a complete release of all
claims or liens arising ou! of this contract, or receipts in full in lieu thereof
and, if required in either caset an affidavit that so far as he has knowledge or
information the release and receipts include a1L the Labor and materials for which
a lien or claim couLd be filed; but the Contractor may, if any subcontractor
refuses to furnish a release or receipt in fulL, furnish a bond satisfactory Eo
the O\rner, Lo indemnify the Owner againsE any clairD or lien (in cases where such
payment is not already guaranteed by surety bond). If any claim or lien remains
unsatisfied after all pa),ments are made, the Contractor shalL refund Eo Ehe O\,rner
all moneys that the latter may be compelled to pay ln discharging such a lien,
including aLl costs and a reasonable aEtorney's fee.
Section I"34. Assignment
The Contractor sha1l not assign lhe contract or sublet iE as a whole or in parE
\rithout the vrritten consent of the Owner, nor sha11 the Contractor assign any
moneys due or to become due Eo him hereunder, without the previous r,/ritten con-
sent of the O\^,ner. Assigning or subletting Ehe contract shall not relieve the
Contractor or his surety from any contract obligations.
Section 1.35 RighEs of Various InEerests
Wherever rrork being done by the or",nerrs forces or by other contractors is con-
tiguous to work covered by this contract, the resPecLive riShts of Ehe various
interests involved sha11 be established by the Engineer' to secure the comPletion
of the various portions of the work in general harmony.
Sect ion I.33. Liens
Section 1 . 36. Separate Contracts
The O\,rner reserves the right to 1et other conEracts in connection with this work.
The Contractor shalI afford other contractors reasonable oPPortunity for the in-
troduction and storage of their materials and the execution of their work, and
shalL property connect and coordinate his work wiEh theirs.
.20
The Contractor shalI' as soon as possible after the signing of the contract'
notify the Engineer in writing of the names of a1I proposed subcontractors for
the wtrk, said subcontractors to be subject to the apProvaL of the Engineer'
The Contractor agrees that he is as
and omissions of his subcontractors
empLoyed by them, as he is for the
ployed by him.
Sect ion 1 .37. SubcontracEors
Section 1.38. Engineerrs Status
Secti on I .40. ArbiEration
fu1 Ly responsibLe to the Oviner for the acts
and of persons either directly or indirectLy
acts and omissions of persons direcEly em-
Norhing contained in the contract documents shalL create any contractual reLation
bet\reen any subcontractor and the Owner,
The Engineer sha11 have general coordination and direction of lhe work' He has
authority to stop the woik whenever such stoppage may be necessary to insure Ehe
proper execution of the contract. He shalL aLso have authority to reject all work
and materials which do not conform to the conEract and to decide quesEions which
arise in the execution of the work.
Section 1" 39. Engineer' s Decisions
The Engineer shall give aLL orders and directions contemplated underthis contract
and splcifications ielaEive to the execution of the work. The Engineer sha1l deter-
mine ihe amount ' quality, acceptabiLity. and fitness of the severaL kinds of work
and materials which are to be paid for under this contract and shall decide a1l
questions r,rhich may arise in ,"l"tiott to said work and the construction thereof'
The Engineerts estimates and decisions shalL be finaL and conclusive' except as
herein oEherwlse expressLy provided. fn case any question shall arise between the
parties hereto, relative to said contract or specifications' the determination or
decisionoftheEngineershallbeaconditionPrecedenttotherightofthecon-
t.raclor to receive any l:oney or pa)rment for work under this contract affected in
any manner or any extent by such question'
The Engineer shall decide the meaning and the inteol of any portion of the speci-
ficati-ons and of any plans or drawings for the same which may be found to be
obscure or to be in dispute. Any difference or conflicts in regard to their n'ork
which may arise between Contractor under this contract and other contractors
p.tf"-"i"g work for the Owner sha11 be adjust'ed and determined by the Engineer'
The Engineer shal1, upon presentaEion to him'- make prompt decisions in \''riting on
a1L claims of the OqTner or the Contractor and on a1L other matters relating to the
execution and progress of the work or the interPretation of the contract
documenis.
ShouLd there be anY disPute or any
subject to arbitration' it sha1l be
questioned decision of the Engineer r'rhich is
promptly submitted to arbitration upon demand
2L
by either party to the dispute. The Contractor shall not delay the work because
aibit.ation proceedings are pending unless he shal1 have rrrilten permission from
the Engineer so to do and such delay shall not extend beyond the time Idhen the
arbitr;tors shal1 have opportunity to determine whether the \^,ork shall continue
or be suspended pending decision by the arbitraLors of such a disPute Any
demand foi arbitration shaLl be in \rritin8 and shall be deLivered to the Engineer
and any adverse party either by personal de1 ivery or by registered mail addressed
t.o the last known address of each within ten (10) days of receipt of the Engineerrs
decision, and in no event after finaL paymenE has been made and accePted' subject'
however, to any express stiputation Eo the contrary in rhe contract documenEs'
Should the Engineer fail uithin a reasonable period Eo make a decision, a demand
for arbitration may then be made as if the Engineer's decision had been rendered
against the party demanding arbitration
a. No one sha1l be qualified to act as an arbitrator who has, directly or in-
directly, any financial interest in Ehe contract or who has any business or family
relationship r.rith the OL,ner, the Contractor' or the Engineer Each arbitrator
selected sh;ll be qualified by experience and knowledge of the L,ork involved in
the matter to be submitted to arbitration.
b. Arbitration shal1 be in accordance with the procedure and standards of The
Anerican Arbitration Association. A copy of the Procedure and standards of The
American Arbitration Association is on file in the office of lhe Engineer.
to the
temporary
Section L .42 CLeaning UP
Section 1"43. ?ub1ic Safety and Convenience
Section 1.41 . Lands for work
The owner shall provide as indicated on the drawings and no! later than the date
when needed by the contractor, the lands upon which the work under this contract
is to be done, rights of way for access to same. and such other lands which are
designated on the drawings for the use of the Contractor" Any delay in the fur-
nishing of these lantls by the Owner sha1l be deemed proper cause for an equitable
adjustment in both contract price and tlme of completion'
The contractor sha1l provide at his oL,n expense and without liabiliEy
Owner any additional land and access thereEo that may be required for
construction faciliEies, or for storage of materials
The Contractor shal 1, as directed by the Engineer' remove at his own exPense
the Owner's proPerty and from all pubLic and private ProPerty all temporary
structures, ilrUli"t and waste mateiials resulting from his operations . This
quirement shalt not aPPly to proPerty used for Permanent disposal of rubbish
vaste materiaLs in accoriance-with permission of such disposaL granted to the
Contractor by the O\^,ner thereof.
from
re-
or
The Contractor shalL at all limes so conduct his work to insure the least possible
obstruction to traffic and inconvenience Eo the general pubLic and the residents
in the vicinity of the work and to insure the Protection of persons and property
2?
1965 EASI' SIDE PARK SEWLR LlFl' STATION
cr1'Y 0! MLRIDIA:,I , ADA CoUNrl', IDAii()
SPi]ClAL PROVI S ION S
SECTlOli 2.01. DESCRIP] I0.\' ,L\D SCOPE 0F IrORll
It is che int(,ntion of this Contract to nake certain serrer improvements
wit.hin the corporate liniits of the Ciry of Meridian, Idaho, as outlined in Ehe
Adverlisement for Bids and as shor,'n in more detal1 on the accornpanying Drar*'inE,
stipulaEed in these Specificati.ons and on the Proposal - Scheclule of Iten and
Price, and as may be furf,her ordered by the Engineer and approved by the 0r.:ner.
The plan drawing shows tire general alignment,
characLeristics of the project work.
location, el evations , and
The general featurcs of this work are a serrage lift station, conplete, r.ri ttr
21,7 linear feet c.r f pre-qsure discharge pipe.
Tht work r.rncler- this Contract includes furnishing all p1ant, labor, equipur.rnt,
appliances, arld rnt.rials required for the construetion of the 1965 East Side Palk
Sewer Lift Station irr the City of Merldian, Ada County, Idaho, complete and in
strict accordance with these Specifications and the applicable drawing anC sr:b-
ject to the terms of ci)e ContracE.
SECTION 2.02. TI}IE FOR CO]'1PLE1'ION OF CONTRACT
The work to be perforued under this Contract sha1l be comrnenced !.riti)in ten
(10). calendar days after the Cate of writEen notice to proceed has been li.ren to
the Contractor by the Or+nr:r.
A1I work including backfilling, testing, and f j.nal clean-up shalL be con-
pleteC wlthin 40 c-alcndar da1,s frorn the date of Notice to Proceed.
A11 uork sirall bc, conrpleted in a workmanlike manner and approved bv the
Engineer prior to acceptance by the City. Time extensions r,ri11 not be 6rantedexcep! as provided for in the General Conditions of the Contract.
SECTION 2.03. PARTIAL PAYIIINTS
Partial payn]cnts wiIl not be macle by the Owner as the work progresses;
provicicd, horu'e,vc'r:, tirat il tile completion or acceptance of the worli is celayed
through no fauLr of thc Contractor the omrer may, at his cjiscretion, pay tr-,r
any part of tire Contract colipleted. The Contractor agrei,s that no pal,irent madeun<ler this Contra(.!, excrept tir(' final paynent, shall be evidence of the per-fori.ance of this (loncract, eit.irer in whole or in part, and that no payr,ents shallbt' consfrued as i,.ccptance of rrnsartisfactory worl: or nratr.ri.tls.
2t+
iris operations co the rlghts of way and easements as designated on the plans
urLti:ls the Cortractor, at his expens€, obtains the ri;itt to use adjacent propert)
in whicir casc the Contractor shall pay all costs involved and final clean-up
sira1l be made. as required by these Specifications.
Lines and grades slra11 be furnisired by the Enginecr, as provided in
Section 1.11 of tlie Gen€rra1 Conditions. l'he Contractor sha11 give the Engir:cer
ample noticc crf the tinie and place where lines and gracies r".i11 be needed. A11
stakes, narks, and reference infornation shal1 be carefuLly preserved b,\' th(
Contractor; ani, in cascs of !heir careless or unnecess3ry destruction or re:ror,a1
by hin or his cr4rloyeos, such stakes, marks, and reference infornlation shal1 be
replaced by tii,c Enginecr at the ContracEorrs expense. The ConEractor sha11 be
responsib.l-e for ti)e transfer to the structure of the lines and grades as set 5l'
th€ Engineer.
sFC I r 0\ 2. 10. PERIr0RM,4r\'CE 801(D
The Contractor shal1 furnisi: a surety bond of the form included hercrvith in
an anount at least equal to the total amount of the Proposal as security for the
faithful perfornance of the Contract and payment of all persons supplying labor
and materials for the construction of the work. Said bond shal1 be issued b)'a
surety coErpany authorized to issue such bonds in the state in which the r*'ork is
to be performed and having a record of service satisfactory to the &,'ner. The
bond shal1 be in force for one (1) year after lhe date of final payrnent for llrc:
work to cover all guarantees against defective workmanship and naterials, anc] for
such additional tine as may be required by law for the filing of clains for n(rn-
payllrenl of labor, matcrials, and services. The term of the Perforruairce Cc,lC
sia11 be as st.rled in tircr Perfornance Bond forn inclucled in thesc Contract
Docu;ea ts .
SICTIO\ ].I1. *\1\'TENA,\CE A]iD GUAR,!\TEE
Tha Contractor hereby agrees to make, at his or.'n expense, an)' repairs or
replacements madt. necessary by defects in materials or worknanship supplied by
him. The Contr.rctor also agrees to hold the Owner harmless fron claims of any
kind arising frori danage due to said defects. The Contractor shall nake all
repairs and rcf lJc{.xlents pronptlr- upon receipt of written orders for samc fron
the Engineer. 1r tllL Contractor fails to make tire repairs and replacenents
pronplll', tlrr. 0,,r'rcl uar, do thc rvork, and Ehe Contractor and his surety sha11 be
liab1c for thc ct,sL Llrr:rtof ,
StCl iOir' 2 ,09 . LINES A:\-l) GRADES
sa(110r- 2.12. L\l'oRj,slil.N DlFFrcLt.l'1ES
Tire Contraclor slrall protect his work and naterials fronr damage due to the
Ilatrrrr of the r,ork, tile elelnents, carelessncss of othcr contractors, or frori
:ir\' .iltise whatever until th(, cr,:rplt tiou al)(l ilcceptar,et of rhc wori-. Al 1 loss or
(:.ii,e-ars arisint otlt oi tlle naL(irr (if tht' work to b"- itrne undt-r these C('otract
:)! ailit]( nts, or f rL)r: any unseet) c.-.rrtrLrctiort or tlt'f er:ts: tii:i cir lir,.i i)t' encou:)tered
26
jr) ti)e prosecution of the work or fro:r the action of tlre elenenEs shall be
sus t ei ned by the Contracfor.
UirlLrss otlrrr,vise specificalll' provided in the Specifications, aIl workman-
ship, equip!:rer1-, rltrterials, and ar:ticles incorporated in t:]€ lvork covered by tilis
Contract are ic i.,. of thc best available grade of their respr'ctive kinds. Lhcr-
ever i:i tlrt' S:cr:j iications any naterials, article, Cevice, oroCuct, fixture,
forrn, typc oi ccrnstrucLion, or process is inCicated or specified by Patent or
proprietary' ner,re, by nan:e of the nanufacturer, or by catalc-g nunber, such
Specificatioas slia11 br deened to be used for the purpose of establishing a
standard of quality ancl faciliEating the description of Ehe naEerial or process
desirei, and shalt be cleemed !o be f o11or.red by the words, "or approved equal ."
SIC,II0N :]. 13. CC,!PI,] A\Ci.] Ii,ITl] SPT(]IFICATIO]:.C OF }[{TI.:RIALS CR IOUAI, CLAL:St
slla 1 I
chis
Electric por.,er is availablc fron the Idaho Power Company and the Contractor
nake arrangements for any po!'er ire may require for the construction of
Di.-cject and pay a1l costs invclved in securing and using electric power.
a',
196l EAST SIlJI'l PAtll SEi\'ER LrFT S'lATloN
ciTY oF yrRll)I1L\, AD.q, CCU\fi, IDAIIC
SPEC].AL S P EC I F J-C.\T I O\:J
necessarlr or reclriire.d to complete tlle work in all respecls as shor,rn on the Plans,
as hereioaiLer sDCcifieC, or both. Each scction hereinaIter is <livided, wi]ere
applicable, into sections consist.ing of: A, Scopel B, Yaterials; C, ir:orknanship;
and D, lleasure enL and Payinent. This method is employed to facilitaEe the work
of the Contractor in preparing his Proposal and in following the Specifications
during constru( tiL-n. Any Standarrl Specifications referred tc herein are bound at
the end cf rl,. '. s( ( t i ons.
A11 refertnces to the form ASTI1 re[er to Standard Specifications or
Me-thods of tire Ar.r.f ican Society for Testint )faterials. The nunier folLowing the
abbr:eviation refers to the serial number of tne pertinent AST)1 SDecification.
Unless othervise r,otrrti, references !o these Standard Specifications are to bc
the 1at( s t revi s i c,r, of said Specifications .
B. Progress of ConsLruction. It is the intentlon of these Contract Docu-
ments that the prodress of the work sha11 proceed in a sysLenatic manner so the
minimun oI inconvenience will result to the public in Ehe ccurse of constructio!,,
Conplete backfill .1nd clean-up shal1 be accomplished after the pipe has 'ceen
inspecte.i and app roveci .
C1ean-up of all construction debris, excess excavation, excess naterials,
and complete restoratioD of all fences, ditches, and similar iterns sha1l be co:,-
pleted inunediaLcly folLorqing the final backfilling and testing of the pressure
line. The Conlractor shaIl stockpile the excavaled lrench naterial sc:-s to Co
the least dar:a;,:;' 16 acljacent areas, or fences, regardLess of whether these are or
privale propcrtv or puhlir rights of way. A11 excavated materials shall be re-
rroved fron Brassr r: ai'ras, and tirese surfaces shall be left in a cLrnCirion
equivaler.rt tci tl'l( j r crlginal surface and free fronr all rocks, gravel, boulders,
or otlrer l'orc i;i, r:rt t,r'icl .
It is thc int.rnt of these Contract Documents that the ConEractor shall
providi all 1;rbr:,:. anc cquipment na'cessary to grade and rnaintain in a reasonabl(
c!)n(litior.r ti)e sLrcet, on whicir construction nas been acconplisheC, until final
acceplailc, ()t Li)o entirc proje!-t b.v the Cify. Prior to final accep!ance of the
projcct, tirt, s'.jr i'ace oi t;r. str(,e r sha11 be replacei and slrrrpcc as Ci::ected bl'
tht: Iirrl.i lr.r'r'.
lile Contr!( t(rr sha1L e\crcise all
sEructurcs a:r.i uCi 1i tir.s, lrirether
A. Scope. Tire Contractor sha1l furnish all labor, naterials, and equiP:rent
C. Int.,rl itru. tur'.> ar:.| lrilirirs-
An,,
,.lrr..,ti iLr :r
SLrclr t.1,a i r
sfru(:trrre or rrLilitics dana:.rl L.-!' lil.r worli slr;rl1be rep.rir.'|1 or re-
conllition equ3I Lo or b!tter tirin rnc c()ndit iorl pri.)r t.. tire ,j:tt'ragr,.
,rr re1>Iace;ncrrt sir:l I bt- acconplisl:o,l ilt tlr( (:()nl rtr !cr's !,\pL.i:sra
28
r^iriicut additional coEpensatiou Ironr the O"rer,
E. PubIic Srfet
Thc Contractor shall rernovc and replace all fences at his own expense
without addltional conpensation fronr the Or,,ne r. The Contractor sha11 replace
tl,ese fellces irr a condition as gocrC or beLter tilan their original conditior,s.
1f interferin3 por.rer poles, telep:icnc poles, gu_i uires, or anchcrs are
encountcred, thc Contractor siral I notify th€- Engineer at least three (3) days in
advance of const ructic)n to pcrmit arrangeineits with the utilit]' coxrpany or City
forces for pr.,r(cLion or relocation of the sEructure. Such structures viIl not
be considered t(r interfere unless tirey ar:e !'itiiin thrc'c (3) feet of the trench
cente r l.inc.
Thc Coirt.rec!or sha11 proLect all existinB buildings and drainage ways
or other jmProv(,'rrcuts and similar itens located within the construction area at
his or'"n experlse r,,i tilout additional compensaEion froni the Owner, If the Con-
tractor encounLirs exlsting structures which will prevent the construction of
the pressure c.iisc:hrrge pipeline and which are not shorm on the P1ans, he sha11
notify the Engineri.r before continuing with the constructlon in order that lhe
Engineer nay nralie such field revislons as necessary to avoid conflict wlth the
ex!sti.ng str:uctrrre s. The cost of waiting or "downfi time during such field
revision shall br' borne by the Contractor uithout additional cost to the Owner,
If che Contractor sl,a11 fail to so notify the Engineer when an existing structure
is encouDlered, buL sha11 proceed wlth the conslruction despite this interferctc{',
he sha1l do so at his oi"n risk.
D. _ Fie 1d_Re,l_o,c-.al&n. During the progress of construction, it is possible
that minor relc,c:r'rtiors of the line may be necessary. Such relocations shal.1 be
made onlv by direci.ion of the Englneer. Unforeseen obstructions encountered as e
result of suclr 1r,1c)caLions will not be subjects for claims for aCditional
conpeosation bi t:,. Contraclor to any greater extent than would have been the cascr
had the oi)s t ru( t i ,: ; been encountered along the original location.
1. 4nd Convqq194q9. The Contractor shal1 comply witir all
rules air(l reguiatir,ns of the City authorities regarding the closing of the public
strect to thc us;.. of i,,ub1ic traffic, The Contractor sha]1, at all times, conduct
his work so as to assure the least possible obstruction Eo traffic and normal
pursuits. All <,bstructions wiEhin traveled roadways shaIl be protected by
approved signs, barricades, and lights where necessary or ordered by the Engineer
for the safety cf the craveLing public. The convenience of the general public
and residents ar-.d the protection of persons and property is of prirne importance
and sha1l be pror,,ideC for by the Contractor in an adequate and satisfactory
mannc l: .
Tile Cclrlractor shall use every reasonable precau[ion to safeguard the
persons and prop,-rrty of the Eraveling public, Failure of the Engineer to notify
tl'rr. Contractor to lnaintain barricacles, barriers, lights, flares, or danpler signals
sha11 not relitVe tir(-: ContracLor from his responsibility. A11 barricades and
abstrucrions slrall be proLectcd at night by signal lights which sirall. be suitably
il isrribuled an(l I(ept burning irour sunset to sunris(. BaI:ricadcs sira11 be- cf
s.:.,lanLial c()n.t ru( [ ion.
Tile C.,ntractor will be required to confint c()!rstruction op!,rariorls withirl
ti)a ii r(,.1s tor wlricir c()nstruction easements have becr) obtajned unless ht ir:ts made
s1r,';i;r1 itrrantclx'nts \dith tlrc affecacJ propc:rt1' orurrers in advrnce. Propt:fy
23
o'e.nc.rs affected by the construction shaIl be notitied by the Conrra(tcrr at 'leasE
48 hour.s in advance of the tine' construction begins. During:il consfruction
operatiolls, tiie ContracEor sha1l construct anC nraintain such f ec11:'ties as nay be
required to provj.de access bv all property ouners to thcir propert)'. \o person
shal.1 be cut off f rorn access to his residencr ior a period excee,.in11 8 ircurs
unless the Conlractor has raade special arrantene:rts !",itir the 3i:ecteJ persons.
lire Contractor sha11 proviCe for access at all Eir:res for livestocl: through farn
areas; speci{it:a11y, no rrortion of farmlands in wriclt Iivestock .r€, pasltureC
shall be cut off frorr reaCy access by Ehe farrr aninals.
SEC11t):, 3.01 . EXCAVATION A-\*D BACKFILLING
prepar(. !he sitc ior- construction work, excava!ion and backfilIin3, incluCing but
not linited trr providing materials i perforrning all excavationsi conpacting all
fi11s and backlills; shorinEi, sheeting, bracing, and der,ratering excavation, final
stte. gr:.tiin,r ,-,I djsLurbeC areas; and all incidental and relateC i;crl:.
A. Scc,p.r. li.ris section covers the work Decessar) for the Ccntractor to
i. Excal,ation. The excavation for the work wil.l be unclassified. 'Ihe
ConLi::r.tor shall conrplete all excavation of every descrlptioo, regardless of the
charactar, naturej or conclition of the naterlal encountered. The CoBtractor
sl.Iall make his own estimate of the kind and extent of the vorious naterials wliicll
vi11 bi encounLered in thc excavation.
2. Cravel Ba<kfi 1l . Gravel for backfill
run or cr:ushed gravel, frce frorn clay ba11s, roots, and vegeEable natter. Crar,el
shall b€ reasonabl;- and evenly graCed fron coarse to fine within the fo11cr'ing
l ini ts:
sha11 be 1-1/2-inch rnintrs pit-
Q.,.!_xf
SLZa
Open in gs )
Total Pas s ing
Pe r Cent By ir'eight('l
C. Workmanship.
1. Trench Excavation and Backfil1. Trench excavation anC backfill slr:rl1
be perforrnecl
and ii.rclif i11,
in accordance rvi th
Lor.nil lie rer,, i tir.
the Standard Soecifications for Trench E:icaletion
depLir v.ith propel al1o,..ranccs made for forms, working space, and gravel cushions.
Lvcr;' ..ifort sha1.l ht, n,ade to carrl excavations for tlre br.ttoxrs of iootin3ls ancl
siabs nc dee .Dr,r ti,i,ir tir( (,1e\:aLions silo\r'n on the Plans. A1 I e::cav;rtion carried
bclirr,- tlic, graor. 1ilt,s si:t,rin on the Plans or establisheC b\ the En-sinecr sh:-I1 bo
r€j'rlace.i with Lirorougirl)' cour|:ct<,cl !lravel 3t tht' Contr"?( tor's experse.
2. Lini t of l.xcavation.Al1 excavation shall be nade to the required
. lla
3. Earth BackfilI. ilackfilling 3rounC coucreti' structures shall
until tlre concr€-t. h.,rs obt eirred suf f icicnt strcl,rtir r:r.l tl-:t 'er11s irai
:rt'..1 and apprrrvecl b;,' titt lilr:ineer. !-artlr birckf i I I sh:rl I be placed in
, except th(rse .irui:s wirj.tir ir.: indicatei cn tj)(' l'I.lr'r..i to bi ravel
not br
t bec,n
all.
-30
baciif i11ed. Earth backf il1 shall be p1ac.d in ar. ap.,.,rovecl manner ancl sna'l 1 be
liror:ougirly conrpacted in order to prevent subsequ.--'- :!tt1el:rctrL. Co':rp.c!ion
sirall bc by tbe usc of pncu:ratic-operaLe(l tarnpers, ;'i-ler-pu(1(11in!r, or otiter
ap3 rovi:C me t:rods .
D. Ue 4s u rerle, r t ?nd Payir,ent.
SEC'j'10.i i.()3. 11.\N!iOLE CO.T"STRLICTI0N
A. jSqne. firis
I. C()iti l( t('.
grave i baciif i 11 shalI
all s:cri ng,
r.r t i- hcC br:,:r,Js, :lr,-
Cor.a'r(.tc usec
:r rr, i r:ri r:e,d as
:r i:.i ni nrum o I
in thc
to Dlce L
5 sacli s
c |.n s t rti ( j t i on of tlre :ilanirc le basr:
,, :,t00 psi conprtssl. r r.sL .rit..r.i:' -'.:'r.uI pcr cubi c i tr..] c:-
4, CraveI }iilr ar:c riuckf il1. Gravcl :iii ancl
be pr,,vided in all areas desigr:ateC by the Enginr-.r to recei.ve gravel fi11. Al1
g::;rve 1 ii1.1 anc; ;.ra,re1 backii11 sha11 be placed ir laycrs not exceoiin! 11 incire,s
thicli ancl slla1l be thorousillv compacted witi'r ir-ecirlinical equiprneot, suca as
pneunirl;c ta.i1l)ors or otller effective compactinF equiDnienL, approved 5l' the
Engi:rct r . ii.rLrrl-o1rt,rate,d tair,pt rs only shali be c,p. ra!e<J within 6 feet oi r,,a11s
during tirr: brcirl i lIin3, operaLions. Gravel fill sir;'i 1 be use,d for the fu11 depth
oi tire excaveLic,n r[rCer corlcre.-a wa11s, slaDS, pipriines, or in other lcc:itiorls
where subse(]u(,rrI scttlerr€int r.'ou1d be harrnful.
5. Sl,.,ririt;. Iile Contra.tor shall furnisir and install
bracin;. and sl)i,..tinS requireC. to support adjaceni earEh banks or structures
and for !ir(: Drotictlolr and safety of all personnel working in ti]e exca','atian5.
Siroring providr,cl fc,r the excavations of the structure and for tire trenches s1ra11
confori: tc tircs.i S1,r t:ia1 :iecifications.
6,, ll.\{.r_L-(:r j}6. 1l 1s expecteC that ttater will be encounterei durinb
thc, e..;.cavation. /i.l 1 excavation for structures shall be thoroughly detatered by
equipmirt furnjstre.l ;rnd operated by the Contractor. A11 water sira1l be r.i-n\c.,1
during periods rvheir concLet€ is being deposit€d and vhen presence of vater r',i11
damage the structurrs. The Contractor shall be responsible for furnishing
adequatc dewatering equipnent ani operating such equipment to keep the ground
\r'ater hclo'v; the iviltcr level in eaci structure sc as to avoid flotation of any
stru(rturtr prior tc1 l;ar'lif i I1 .
Measurexrent and payment for this secaicn
lump sum bid in the Bidderrs Propcs:1,
i rcnr includes the work necessarv for the construction ofthe precast naniiol.t-, including but not limiced to the additional excavation anclbackfill rerluirc.l ; concrct(, and forms; furnishing ani placing concrete Drecastsecti(\rrs, coni.r( te co'(.:i, irlct pipc, a.d fittints; carst iron nanhole frai,e,s,covet-s ancl 11i r t Prnr_r; (l(jirirt( l-ing ;rnd alI apDurtenanccs.
sir;,11 br., 511 1,1:r',r.r,r r iL.uril
fii cl,-i...s, . I iri r. :;lrrrl I b,,,
il(rl-.. l'!'Le .
r.i r'.1 , i,r 9. lg[,s. [orn.:, lt,r nanlr..lc trasc s,rrl I beotlrri IoIn: r..rt(,rial :,1)lr.()v(,d ir;, rlre Eil_ in,..t t-.
- 31
sliaIl be a ninimunr 48-inch diameter reinforc(C concrete pipe, CIass II, ceni,,rn-
ing to AS T|1 C 76-57T, witlr the added requiretrei]t ti)at the reinforcemenr sr.1l1
be circular and not elliptical, Pipe sha11 have a minirnurn kral.l thickness ci
4-1./4 inches. Cones shall be concentric witit t*'r11 rhickncss and reinforc,,rcrt
similar. to cllaL of manirole pipe sections. The tops and bot!olrs of cones sira11
be paral le 1 .
3. Itortar. Ttie joiots for ttle precast concrete manhole sha1l be ::ade
vith cenent n:crl'titr consisting of one part cenent to two parts of clean, re11-
gradei sanc r,rhicir r"i1l pass a 1,/8-inch screc:n. Adl:,ixtures mav be usai nct
exceedirrg tirc fol lowing perccnEages by volurre of cerrent: hydratcd line, ; per
cent; diator.a((.r,uri eartli or other inert materlals, l0 per cent, The co[sistenc]'
of che nortar sl,r11 be sL:cir that it will adhere readily to the pipe. \o norlar
sha11 be usc<,' wlir.I iLs inllredienEs have been nixeC for a period great€r t.1an
30 ininuti:s.
2. Precas t lfanirole Sections.
4. Ilarirr:le Franrcs and Covers. The
Precast concrele sections for tht, cranirole
the P lans
rnani.ic,1e f ranre and
cr apfroveC equa1.
COVE T
This
shail be
iter sha1lof the s ize au<l sl-rape as shor{'n on
include a cast iron dirt pan,
TLel' shali conforr.r Lo ASI'y A 48 and shalI be sound, snooth, c1ean, and free
fron blisters ar;d all deferL:ts. A11 castings shall be planed and ground where
necessary to insrrre perfc,ctl.y flat and true surfaces. Covers sha11 be true and
shal.l se6t wlLlri.n Ehe ring at all potnts.
2. I'L-.tq_i-4.C_-l:j!!i.t !Ja_!-L9_1C_-qSg!i-9.99.. the joints for the precast con-
crete manholc slrrll br. f,Lid(, cf cenrent mortar consisting of one Part cemenE to
!$o parts sar1d. l'lrc r,,;lls s,ral1 be constructeC true to line and grade, as
establisired t',: ti/ I-rr.ir-re , ]-. )iortar sha11 be placeJ on the groove of the lowcr
section oI pi|. i,riar tL] p1i,(iiLir the next section cf pipe. The entire joint
shal1 be conplr t( iy filleci r,.ith mortar and ErovreleC to a smooth finish.
consEructed so Liie first scction
throughout the ful.1 circunfereirce
be deposited on Lire ccricrrtc base
and the iranirolr v:rll.
C . i,,rorkma
1. Concrete Basc. The
r. . ( lrr..
iD rirc nianholc' i,.r11 as sitor.'n on
concrete base for the precast manhole sha11 be
of the precast manhole has a uniform bearing
of the manhole wall. Sufficient ncrtar shall
to provide a watertight seal between tt,e base
to positivel.)/ Prevent anil
the oranhole. The nanhole ri.ng shal1
!itir tirt, surface of rhe a:joining
PLar,s or Cirected by the in- inecr.
al'rd Cover. The cast iron uranhole ring and cover shall
be instelled ()rr Lir(' toP of tl)c rnanhole so as
irriilfr:ltion rri slrriace t-.t !tround water into
be set so th. L,,i) o1: Lirr cov.r is jusC flush
grc'und surfacc ur)l( rist otir(lv;is(r silown on the
4. l,rrtr'r-al Conrle( tion. Stub pipe' section frorr uauhole sha11 bt' plact'd
tir!' Plans. Maxinur Ien;:.tir shall be ten ieeL
. u'-:: iiit' Lhc ni.ll:..,,1r :, i: I I.Pip., scr. tion sira11
a !.rrterti-ght seal
i;. ir i uggeC unle'ss
be grouLed into Precast u:11 in
betvecIl the n]arlhole r'ra1l an'l the
dir.-ite,i t-\ tlrr' En;itlaer Lo notsucn a n)anner
pipr,sccLi.on.
plu'i.
as to pL-ovid('
S Lub p i.Pc to
-.1 I
il. Mt.rsrrr:omcot an.i Pa ent.
,irl I b!, pi-rrt of tlrc 1u: p sum biC
i[.c1r(]\ 3.04. RAni SL.]AGE puyp .L\D ]10TOR
.\. Sco
Mcasurcareot an<-i payrcnt for this scction
in tlLe P,iud.r's i,r.rposal .
sta] lin! a rar,,
itrs':r11;rtion as
Sr,cti.iicrtiolrs.
i Lei ccvcrs al I work necessarl
Dir'..1 , r.! Lor, ;,r ,i al I othc: xct i
r,: L.rt ?lan. irJ in aicor-::..
!or furnishing ar':d in-
rcqu i rc <i f(.r ccr.plete
!.'i tlr these S pr c i::1
L. Ilatr.rial s.
I. Pull rll-s. I ire Contractor sha1l
llodt i jDi.A-SS, 3-.i rrch sublersible pun.ps.
:i!rul! ((;P.11) at.r total D1-na:'ric ilead (TDH)
ca'!aci L.i sira11 i,, 2- )/6 ir:c:t,s. DisciJrge
f\rrnisir and install 2, Cornell
Capaci tv sha11 be 70 gallons per
of LU ieet. Minimun solids size
:;12. sl.a1i oe 3 incires.
'1'c. assure (,1,(i'riir:' .f aischarge check va1tr.. the pump sha11 have
head-capaciEl, crrrv( ! prr'duclng 100 GPll at 8.5 fect TDI1 and 25 GPll at
TDH .
a steep
11.5 fect
Ii.rr. impellcr sha11 be cast of lleehanite iron of lortless clog-proof desiqn.
Vane rrd!i.'s shali be ricll rounded to present a sr:rootir f1ow. The trailins edges
ci lhe iinpeller shall pass pc.rsitivelv through tnr, <jischarge flov. This breal:s
up anlr solids and pr(,vcnLs! balling up of rags anci othcr matorials r.rhich coulcl
plug tlre outlet of the puurp. 1'he inrpeller sha1l not be recessed but shal1
ope i:rtiL in !he rririn i1or", ol the. liquitl . Impeller sha1l be bllanced in the
f aLlL.r-t. to insure aiainst rr<,chanical and hydraulic unbalance. Iapeller sh:11
bi '-,'(':.:rJ anil ,ic:.,'r,d tc, sir;iit. Tire asscnibll,' sea11 be further locked to sh.rft
5r .t :r,::-ire!tral loci.l sr:rt.i.:.
)i,- ,.';r.:n i tc
:ri: riis ivc
iron cas L \'i.tir
coa(ii t ions .
n a a\iv scctlons to DroYlce
Thi
rejistLr-
$o t(,r ,
i-;rpe li c,.
'ore al:; t l,t
L.ack side p1rtc. siial1 be cESt of Ueei?,nite iron accuratelv :achined to
witir tle r:r-,1utc anc provide a concenl:ic register for tire sub:ersible
firo i,.ack si dc, plate sha11 be bled to su:rt to removc seal pressure. The
iri:b sh:rll bi' ri,ccssr,'cl in the back sidr pl.ate !o scrve as a Dressure
:: Ii..ir..rintir.
l
)ic ri ()]' .
,r 1tl t i ons l(,r
'fir! :l!, tc' r sha11 be a sr.rbne rsible t)'pe, 1-horsePower (HP) .
l i.r:;t,. ( ltt')i) , ??0 voLts, 60 r'\'c1cs, sin':1e phase.
pur.i) siia11 be inst.ril.cl in tlre 1o<:-tion shol4n on tll('
lt ::rn'.r1'l:.-trrrerrs r. ir'r::,e nd-tt i ons , sr.,b iCct to a|nrLl\'i.i1
1.-. ,,crk:uansili
\r:li
-j3
.i]_-,_- y!.in:l!lfg4- an,l-_j'' r)4::C_n t_. Paynent fc,r tirls see r.ioI shall bc p.rrt ci
Lhc Iui.:p sur biC in tht, lritlit,r' r p1s'pc,sa1.
SIC I iC}i ].05. CAST TRI]\ PIPi .\\D FIl'1i\GS
L. llJt(ri.rl.s.
A. Lcppg. llris sccLioi.r co\rers the L.lork necess,-r" fL)r the casL
anq fittinrls, ircluiiing but noL 1i:rited to furnishin; :eJ irstalling
::at€rie1s, i itLinils, an(l appurtcirerctis, courpleEe,
i. rc.n
:11
l. St a'rci;rrri Spccifications. Materials irTr cast
Cas: I ron
i ron p ipe
Pipe ani
arl(: f itLi.rts
Fittir,.:s,cL,i-,f(rr:i r., the StandarC Specifications for
hcrri'itir, .:,cept as nodif ie.'- iierein.
a_.."-,.|_].pe. AI1 pipe shal1 be cement
e .,:,i i r I rr pipt, i.n len8rhs not less EhantJ-t of thc Standari Specifications.
I ir;ec , Class Super
con f o rr.
as shout,l:i
150
sha t1
be
..,
i
18 f e€ t
Plpt: s ize
ana
sh.-r11
1,. .loints. Joinfs for
an(l shalI co,,ii,r i, r.) Section ts-1.4
Cas t flang! adal- t or
shail be the Tyton Jcint
Specifications.
coup l ings sita1l b.
the Plar.rs. Al1 f 1ar;c
cas t
of Lhe
iron pip(.
Srandard
-! -l:i-_!!!l&q. Fittings sha11 conform to Section B-2 of the Stancrrd
rr ioir: .:j,)(l s]:a1l be Class 150, cast i.ron, f 1a:3,ei joint, confor,tiing to
l-r-.l :jlrl il-2.i of the Standard Specifications, bound herervith. Fittings
1"riI.r.l j siic() conll)l(.te uith high-strength cast iron nuts, bo1ts, ani
,\r l r r 1i iir.js slr3ll be furnishei wlth stani.-rc. bituminous coatinH
]:]qLnI. Cenent inortar lining shall confonn to ASA A-21.4.
Fl t,:. i b le Co
A1l rjttjr!:s shail be cenenL lined and sealeci \,,itil an application of
asphrLt ( c',1t int.. i:r. tlrickness c-. f Ehe cement lining sr.talL be at a ::;iniru::
of 3/3.1-ini:ir au,; s[::] 1 bi: brusli-applied in three separate anci successive api1i..r-'
ti.cns ujtlr Lir. .':llor,'til bt tween each applicafion for the previous layer to seL.
Siri.Lh-ri t,,i r tl I , or equ;rl , and of toe size as shourl cn
ai:ptors slial t ht crlripy'.r<'i with anchor studs.
!.-._ !.9 r ir-L,q11111_r.gp .
Spcr'i ii.::,t ir,r,s for Cast lror; Piire anri FittinBs, boun( iterrwith, excepr tllat
tirL :.;tilwinll :-lt.ln.iard Spc.'i ii,.lti(,t-. i tems shalI ht e irall,t:rl as indicilL(d. Ihc
iL. r i i.r':L,r,rs r,irii:lr iollor.' r(,iL: t (-' rhe iten nuirlb!'rs in ti.r' referencei Stant;rrtl
l:i,. iii.rrtions, il]lc Ll1(. clidrl!:( s ,rr addirions irorli iy :ritrl sill)Pl.('nl!'nt tll(-
I (r i 1 i r i"! i'iir:ai.r.llrlrs.
,r .riit': littir:.;,(.r-!i.iJnship shall ccnior:r to tiie Staniarc
inili.,l, ;.: 1.. tri si::r I I 1..
- 3l+
:... i i(,Ll l.t -' oi tlres. Sp(.rial Sprcir'icntic,ns
C-_7 ._1ry_.fr_:j:--(, sl_41_il_l_.. s ! s . The leaki:.:r !(:: iirr.ll bc rad(j Jiier
parLi.rl bac kfi I1.
(l-1,. St('rilizatiol]. Ic st€rilizaLicr "i11 L.t rrc, r; i rc .i ,
2. Ea: be dn,c n t A11 cas: i rr-rn PlPCi, cor-rcr(.te v.,;r'l I s or f loors i;::icir are
anc iiriii,-s whiclr are cast ir
requir!. c. oc watertitht si.al1
in a r.'::.1'ti:ht iranner, coil:rs
P i,r( r.
hnve
CI:
i,tircr
the I u:: p
:l
)e, 'l'hi s scction
B. Matcri.a.l-s.
1. tl Va lvcs .
Payiirent for tiris s.(Lior- sha11 be part r
Propcrsal.
related
g Dut noL iir,rit(,!l to
as s h.j\.,.i1 c;n the
covers tlre work necessJr
furr:isiring and instal1i:
P lan s .
for the valves,
aIl naterial and
Plug valves sha11 be the size as
s iri lar anC
ol
be
s h or^m
equal
on thc
toPlans.
LIIL\i / AC l'
Ithey sha 1 I bc r,'r'encir operated and shal1
ec(entric ]f;,!il:r- Scal with flanged ends.
a vertica l porition, l.iue1ler
shalL be suitable for op€ration
sr.in--ty1,. , grai,ity opcr :'-Ec t
sirall be furnisirecl anC installed as shown on
applicable sections cf thc Standard
and FittinES, bcur,.l !ie:-er"ith, an<1 Ehe
Pa).nient for this ser'tion will be include,j
r)iCier's Proposcl .
check va l"ve s
)io. .\-2602-6,ln
or
the Pl.aDs ancl iu conl oriirance lrith
Speciiicationsr f(,r CasL Iron Pipe
manu fac t u re t' r s ra c()ln.(,I-i..1iltions.
eq ua r .
C. horknrirtsIri
.\. 5c
l!i,L()ri,,rs
L.- -l il
j). .\l i valve's
)leasurcmenf anc, Pa rent.
as p..rf oI rht' 1un1, sun: bici in E irc
i-i( lr iro\'ars Lll( work ne-!ss :!_
;i.i,.-ir,., h.:L n,r lir.ii. :
! i'a'. r'r:1's, an!i Jppl:rtenJra. s,
f(rr tira asb.stos
, iLrrni shing and
c( 'r il,l cte,
.: :i lr (,:i a !) i , r:: r.li t I i i.r' sit.rll \)il\l (_l(r6_5r, rr.
-j5
sirail be Class 100. In adcition, Eests for waLcrLi.llLlless sirali .onfcrrn
tl)e r!quiremcnts of .johns-Hanvi 1le Spt:cificaric,r. lb{ r'rr prt.ssLt r pip( .
shail br nooinal 4-inclr size ani furnisheL, in rlarL:i.i, rui-(rrs strori.t):d l€:l
IL
'2, Jolnts, .lcrjnts shr1l bc
evr-ri'r(,specL Lo "Rinii-l i ce" coufjiing
C. i..ro rk ans lrip .
JirPr(r,(. ., ..r iil, tyi,L i,r-. ((i.]irl
iianuiil(r:r,rr.. r i .loirns-ll;rn',iiLr.
ilt I
llancling .a th€ asbesLos cliiear pipe and rccessori€s
sliall confcrir to Sectic,n tr cf -lc-rns-)lanvillc S1 et ir'ieaticn 34t1.
be incluCed a,s D;rl <.:f the lur p
. Il!;rs urcr:.'nt
su!. bic in lhe
h.r1l
1he
islcr:.
SECTIT\ 3.0t]. r.;.!-(.lRIC.{L N:D !'U}[' CoNTR0L SYSTI:):
A. Sco
and !{j r1i p.:r{,u t t
for the SeLrate
turnisiring an,i
iiiis section coVers the furnishing of all 1abor, materials,
. L(tristruct ani instal-1 the elc(t:ica1 rnd puinp control svst(I
i.i1i Station. Thc work incluCes, but is ncl llmilci tc,
j i,sr ta l l ing the iollcwing:
3-uire, soliC rc::t rr1, fusible.
switch and neter bast
notors.
(1
(2
(3
(4
()
(6
Main servlce disconnecr
llotor controls
Punp cont rols
Alar!: s.1,s terrr
Wirinl,.rnd conduit
Ground i np. protectior ior
Lnt.err.riters' i:bol-atories, Inc. uherever starr'eris ii:ve been establis:.er cv
that agcncy, ar,.l s:.ri1 r€(.t the resp.,ctive speeiiicatior:s enC other rcquirenen!s
specificd her-cr'n irnil cn the P1ans. The Contract(rr shall also furnish ani
inst:ill ali ir.i.rl. ntill itcns of rraterial require.i ior:r complete lnsta11ation.
B. Ilaterials.
.l . Gc irt,r'iii . A1l iratrrials shall be n.'.;, lirst quaiiLi , apnrr,\;ec by
2. il:,i;: rli scoDnccL Sr,riich, The main aiscL-.:1nect switch shal1 bc a
Eype, rated at 60 a;rperes at 240 volts A-C
liElLA Type 3R enclosurr- t.rith padlocking prc.
ro Gcneral Electric ]loceI TG )2?2 R2. The'
two 50-anpere, i.eIa.,'c,,- a, ti.rn, Cual c jencni
ir raintigl,t,
lr aud equal
si::.i1ar ,?nc Lqu::1 tc Fusetrons as nanuf actureri b1, luss:..rn )[aprrFacturing Cci--;;,:.1 .
,3__,_ _! ! ",-,--_rs!gj.!!_L$-. lhr- starters for e.{ 1: ru:rP r:.-tor slral l bu ::cross-
flte'-linc,, noo-ra\r(.rSjni,r lirairnL,,-ic cyp(], \lliL\ Siil( f, , 1-roie, Ior ?20-voic,
60-ivc1e, 1-pi:r,r. oF(]i-ijt j()n. i.',( stiirfer .o1l s;,irl1 cp.,:.rt.' tru 1.1(l-volt,
60-cye iu, I-i'lrir,;., i,c,r.'cr'. li,r :r.:r t('r sir.'l I be ,.ir. ic't-i ir: ! i'r.lf cIti!-ilt,
\i\L|fypc r r:r',c1()irLrc. l:.r, i, un,-ri'un.le,il r.ondr.tctl'r sir:i I bc t:<luippc'd witl' a
Lirernrirl ovtrrl<,.r,r r. lil) Lo l)re\'iLe ovcrclrl rcnt pri,rc.tion. Iile staraers s: n]-1
bt si:r:iiar itni r'ir,ir I L() (:\'n(i3i ;i.'iLrii )lo.ril .i-'.-.
!-i,,r:L iir,it,,r ') (:r,lttr(,1 sh,tl I b
36
c-7, Ii
prr!i.tl bar kfi 11.
coi-rcr(,t(, r"'al is or
eqL.f,r.
C. I,riCrr kr.l:rn S ir
SptciaI Sp t'L i f ica t ions .
drostatic TesLs. The, 1r,akil.:i a(:: sh:.1L bc racle rire:
(l-8. St(,r-i I izaticn. :ic st.,ril i;ii,Li.: ;i i i b<fccrif!r:.
pi pc
firnlt- at tached
Eire trr;ii':ecr.
anc, f itrii---s r^hicli are cast ir
requir.r '1. DC watertighE si..i1
in it uui-r i-ti:irt i:annor, collarscas t uf,on tirer,, or oLll€rriise
.:tir.r :r:r.1irs as .ryrProvi:<l by
I'h i s srcc:tirrn
Payilent for Liri. srci.ion shc11 be parr c
ProposaL.
B a):!E-!4.
inciur:i:rg but not iii,ri t€'.i to
relsted wc,rl< as she\.r, or the
lrl
ci'
covers tlle wotk ne ce s s.,. r
furr:i siring and instal I i:
P1ans.
for the valr'es,
al1 nat eri a 1 and
1 . _tl_Lti1,!'-qlVi:s,. Plug valves sha1I be
P1aus. They sira1l bc r"'rerncir operated and sha11
WK\/AC E ec(€ritri. )1rr;rlr- Seal witir flanged ends.
b. Ilateri-aIs.
2, Ulrcc k Valr",cs. the
.i ,Jert i cnl pos;i t i c)r'r, l'luc1ler
oi
bt
tlie size as shown
s i:ii 1ar and equal
on th.
to
th.e Plar)s and in confcrrnauce. raith
Speciiliationr; fc,r CasL lron Pipe
manuf act urer' s rt,cor:n:c,l.J:rtions.
check valves shall be suitable for operaticn
l;o. .{-2602-6, suinri-typc, gravity operatec,
sLa1l be furnisht.c anC installeri as shovn on
.rpplicable secriolrs cf the Standard
and Fittlngs, bc':r,.1 1-rerervi.til, anC the
Paynient for this section will be incluCec
r]Ldder's Yropos J I .
i_it. ;\l I va 1ve s
l). llt:astr remen L anc, Pa ,lent.
as pi:rt of rhe 1uar1r sun bid l" Tr,"
\. sc i ii i s s,.', 1i ,:,tr col,t'rs work nc.. ss : r-1.' f or tilc asbL stos
noL linrit.r Lcr, it,rnishil):l :tnd
3pP (il tenJnc(:s, cr )-l|i1,.1c te.
rcicr:t piir,.' irn(r I it Lln.,.s, , irLe 1u.:ing,
in:r::r.l lin{ r:il r',.rLL,rjlils, i i LI ir):.r.,
tlrt'
bLr L
aoi
)l;itcriiirs
L._,l Ul. . 'i ii( .rslr(,s1.,\ , t:rr( !-rt I,r ii)(. slr.:l I \::.\l { l(ri,-ft,, -il
.35
l_:: I rr
!.iiric..operated typc.. The iloat controls sira11 b.-:r.(,untcd in a N E}lA 4 !.,/ater-
ti-:iit, cast iron cabinet an,.: saall be operatr,d b..' ai:-ustable sto;,s ettarh.:u
Lo a stainless steel cab1e, r1i1 electr:ica1 conta, ts shal'l be macl. thrlru!,ir
ir,crcurv swj tches having 10 anpr-res capacity at 11i ir,lt-s A-C. The float shali
bt;r.le.of irc:vi ((.ranric, .:ci; a:rJ alkali proof . ;:.r: i-1/3 inci)rs ciir::La.: :('
fit irsiCc;r 6- jrr:ir guicle pioc. Al1 exposeci corltcirrnts of thc float s\ritch
ass\:r]bl\ stral i br corrosion-prc.t'f and suitablc' icr clre.ratiorl in the prEsence
oi co!:rcsiv€ grses. Tirc f 1r,;t suitch assernblv sir;1-1 be simj1ar anC t,cua1 tcr
lieal\,-Ruff IyD. l5Ilj.
aiar,, -<\',itcll acci a red rvarring
shaii tcnsist of a higl, 1eve1
cr ti,r, pL.\,(r Scrvicr po1(,
alar!1; sy s teii,
l ight !:oun te(
lirc alart]] svitch sha11 be a pressure operatcc svitcir, rated at l[' amperes,
1?0 ','clts .\.-C, 1'',itli a nornall)'-cpen contact, The s.ritch shal1 be housei ir a
wat.rLi::ht crlsr iron enclosure with a bottom conneclion for 1/2-inch I.P.S.,
anc'. r: i/f-iii<lr tapped conduit opcning in the sicie. the conipression btll shall
be east irorr !,,ith a lop connection for 1/2-inch 1.P.S. The alarm swicci: she11
be siriiar .1rc equal to iiea1,,'-Ruf f Model 756.
r'(.r r!,ar!rirrg lieirr shaIl be a weatherproof , ii0-voIt lighE f i:,ture f r',r:
or, l/l- iucli conduit. The fixture shal1 be tquippe<1 with a guarc,
larrrp, and a ruby-colored g1obe. The fixture sha11 be similar and
)1ill€,r )lo. AC-3060 r,'ith No. AC-5050 g1obe.
galvanize<i, shcrardized, or C. E. whiEe zinc-ccatec, and
equral tr, rigiri r'r,nciuit manufacfured by General ilectric
Sheet aud Tube Corlp?.ny, or Republic Steel Corporation.
6. Ri;i<1 Conciuit. All ri gid condui t shal1 be s tandard \reight hot-cil)
shall be sini lar anc
Cornpany, Youngs t or"'n
7. Flejlible !g!414!. Flexible metal conduit shal1 be made of
flexiblr :alvanizr:il stecl witil a black potljvinyl ccver e>:Iruded over rhe core
tc ixal(L Ll)c conclirit 1i(luia-tithE anC vapor-tight. fhe corl.lult sha1l
have a built-in ,ropper bor.rciing conCuctor 1q provicie a positive grcund,.aic
shail b. appr:Llve(: 5\' Un(leruriLersr LaborJtories, Inc. Flexible conduit
shali be sinj lar r:rro eqLral to Anaconila "Seaitite,' Iyp€ U.A.
explosion-prool' 3nd vatcr-proof type suitable for service in
Croup D loczrLic,n. .IuncLjon boxes sha11 be similar and equal
Seri.'s i.i --\)i .16 .l;tl Clit)( 17 Coa.lulets.
S. CoutlrriL .Iur'rctiol Boxes, Conduit
c,-- Qs-!-tI rit Sr'a1 Fitrin . The condui t seal
junction b o:ie s shal1 be the
a Class I,
to Crous e-ij-ini s
shal1 be, t:',c
D locat ion, a1lc
iitting
i, G roupe-\p.LL,s l on-pI'()() i Lt pC
s,r:l.l 'o! siri,iiitr anci
siri tabl! f or serr,iic.. in a Class
erlrrri to Crouse-Hinds Nc,. EYSl.
l.' _. . -!:!,-!,_!_r., !!,_.1..c().,uuctLrrs si:al1 b. si I iJ ccliper trith rubtt::
1,,'p( RIli.l or 1l;i'], rat..il 1'or 6(10 r,r,1rs. lhc
Lir( lJtest r(,qriir('i:r(.Ls c i lbe currenL eclition oi
, anu shall ilr'.t ilI arliicable .{ST}1 spc'cificaLittns.
(r'.rnrrf acturt.d sinlt )'Jovrlrber l, 1961), and .aclr
i iirsulaf ion, rc,lL;i,. , rla: ril:ltltlf .icLuref rs aal.'
L(l !0\'( riI):t lrt r.'r ril;rr i.llt('l vilIS.
r:rop1l::Lir irr:u)rttiL,u,
i!,r's s:r.il I c,.rn1'orl.. t-.
t i(]ri,i L I l.'. t. r ica l Cc.,.
:r,lri (,'rs slr.r I I h(.nck
,i\, it.i Si:a(,, i titc! r
, rrr. li r,,.rrkr'rl orr its i.
37
Conductor sizes shall be in accordance :.i:ir .\i,crican riire (iau3c
lc"rr- ccnductors to tllt notors sirall be No. 1-. :nc cc,nducLors for tle
ccnirols and alarrn systt;:r shall be No. 14.
sizts.
i ura
slra i l
wi tir
Colductors shall br. reatory ci,l.cr-coceii , !iltir ! sc'parate colcr icr.utir
phase and n(utra1 us( i d.-:rsistentl;,' Llrrc,uglicL:t Iire installaEion.
Conductors siral I b.. si!jlar an,i equal tc cJi]cuctors nanufacturc. :' Ccrr:-al
Elcctric Conrp;tlly, Gr:nrr:il CabIe Cor;pany, or Ro: e Cablc Company.
1. Gcrrcra.l . 1n all cascs, uorkmanship ;l,c !htr nanner ci i:'tsiallaticn
si.:11 oe lirsl clas;s aurl in accordance with best currcnt prac!ice. EIecErical
equip::,rrrt sh;r.l I be insl-irl,led in accoriance wiLh th(, nanuf acEurcr's recorimenCa-
!icns errC tLc directions of tire Engineer. A11 rvork stial1 conforu tc the
:l..rr j.'al Codes ci tlit. Citl' of i.L.riciian, Stat.. o: It-raho, and the National
iircrriiril (locc. ',iii! rt these spe(:ificali(rns 3r.] tile Plans call for ucrk
excteiiDg th( irrini:iur1 reciuirenents L,f Lh( abor!, C.,C.'s, the Plans arc
S)a.riii.:.,ti (,DS sha1l -cvir..n,
fr. i'l..in.: indicaL.. Lire general layout anrl air3nEcnent of the electrical
3ii putp conl r-o1 s)'sLei). FlelC verification of scale dj-nensions on the Plans
is r,ecessary, sirrc{r the actual locations, distances, and elevations will b,c
governeci by actual f j-eld conditions. Discrepancies between the Plans and
actual fiel.d conditions or between rhe Plans and Specifications sha1l be brc.u5i-,t
prorptlv to the attention o: the Engineer for a Ce.'ision.
Ail itenrs not spccifically mentione'C in the Specifications or rrctcd ('rn tl,.
?ian.-<, btrt which arc ob.;iousl;- necessary to nuke a colnplete working installa-
tior:, siral1 be furnishtrC arC installed by the ConLractor.
aurl;,--r izr.<l arcj competenL representative, constantly supervise the eleciricel
ucrl. ir,r:r iLs bri;irrning to coiipletion and fin3l accepE.rnce. So far as possible,
:r. jhall ke.:p thi sa:i,(. forelan and vorkren thr:ouqiiout the project CuraEion.
-\,rr ir'r -: iLs prc,jr.ss, the \,'ork shall be subjcct tL) inspection bi' the Er;inc.r
alc bi :r.p::csentaLjvLs of the oirner, at which tii:,e tire Contractor si:a1l
f umislr Lhe r(,qu j.ra,(l acc..ss anci inf ornation.
2. Supervi s ior, .The Contractor shail personally, or throu?'ir an
Ali wiring shalI be run in rigid galvanizi.cl)
.(.n.r:ii, except for thc final conncctions to notcrs and elec!rica1 equipr.,r,nt
i:'.sicr the lift station. These final connecticns sha11 be made with ilcxible
con!.uit Et 1cas1. 11, irrclrcs 1ong, but may extenC tlie entir€ distance from tba
jur:itir'rn bo\ds to tir(, i,.iiriDni€r1t. ,\1.i conclujL ccrnc(Ljons insiCo thc liit
si.:a -i .'r siral l b., a,:,1:, i( s i (,r-irroof anc water-pr(](li.
11,-' cr.nciuit LrcLi,.1r, tii. i.i 1't station l.{tcl th. pct^'c'I servici J,o1.
aL.r. r ::ini[r]ri ()f tr,,i, ir.a L l.ci()r' iinislr€d grirci', sttr: slilll bc c(ve r(:C
. i:,',eil irs|lr:rltun r'(rlt ir:r.
ila
iln
-i ti.ltlr. i t sca i sllir i
ice iht li: r stat ic,i
br inst.rl ied in tl:., se:-, i.'.' cul:(luit
i i..,t lJtc til.' hJzit!-doLs -:asr':i illsidc
i.i.::.. .. r., t c : v
rl:r li:r
3B
STANDA,RD SPECIF ICATIONS
FOR
TPENCH EXCAVATION AND BACKFiLL
l{0
STANDARD SPEC IFICATIONS
for
TRENCH EXCAVATION AND BACKF I LL
for backfi I I shal 1 be ciean,
graded from coarse to fine.
8. Materials.
B-1. Gravel for Eackfi ll" Gravel bank-
Therun gravel or crushed rock, reasonably evenly
maxipum si ze shal 1 be three (3) inches.
B-2. Selected Eackfi I I Materi al .
piece of mateiial of. -ize greater than 3/4-inch
opinion of the Engineer, material of th'is size is
material excavated from the trench, the Contractor
run gravel or crushed stone having reasonably even
J/4-inch si ze,
grave I or sand.
B-4. Gravel for
B-3. Gravel for Pipe 8ase.Gravel for pipe base shall be clean pea
Selected backfill shall contain no
di ameter. Where, i n the
not avai lable from the
shall provide clean, bank-
gradat i on from 1/8-inch to
Foundation Stabi I i zation. Gravel for foundation
stabilization shall conform to B-l herein and
tly free and other material such that it will
shall, in addi tion, be sufficien-
produce a stable ba se.
Special Speci fications, gravel surfacing
be I inch to 3/8 inch, conforming to the
t4 63-51 .
q-5. Gravel Surfaci ng Material" Unless otherwise indicated in the
for use with Class E backfi ll shall
appli cable requirements of AASH0
C"Workmanshi p.
Documentsthatt@hallbeinasystematicmannersothat
as little inconvenience as possible will result to the public in the course
of construction. It 'i s necessary, therefore, that the Contractor confine his
operations to as small a length of work per crew as is feasible. Except by
permission of the Engineer, at no time shall the trenching equipment be further
than 200 feet ahead of each pipe laying crew. Backfill of the trench shall be
accomplished so that no section of approved pipe shall be left open longer
than 48 hours, except by permission of the Engineer. Complete backfill and
cleanup shall progress as each section of pipe has been inspected and approved.
The Contractor shall repair and regrade al1 existing drainage ditches, naturai
drainage courses, and all other drainage facilities, including culverts damaged
or removed during the construction,
The Contractor shall give prompt cons'ideration for reopening streets,
road's, and driveways to the public after the line has been installed past
these points" No traffic way shall be closed while work is suspended over week
ends or holidays, and closures during work days shall be as brief as practicable.
Where private accesses are to be closed, the property owners shall be notified
by the Contractor at least 24 hours in advance of the closure. Access for fire
and emergency equipment for the protection of buildings, life, and property
shal I be maintained at al I times.
C-1" Progress of Construction. It is the intent of these Contract
4r.
\-,
C-2. Trench Width., Minimum width of unsheeted trenches in which P,i Peis to be laid shall be 24 in(hes greater than 'i nside diameter of the pipe for
24-inch and larger pipe and l8 inches for less than 24-inch diameter pipe,
except by permission of the Engineer. The rnaximum clear width will not be
limited, excePt in caSes where excess width of excavation would cause damage
to adjacent struct'Jres or where the Special Specifications or the Plans limit
the clear width at the top of the pipe to avoid pipe failure due to excessive
ex t erna l l oad,
C-3, Grade. The bottom of the trench shall be carried to the lines
and grades shown on the Plans or as established by the Engineer, with proper
allowance for pipe thickness and for gravel cushion or spec'ial bedding when
required" Any pa.t of the trench excavated below g.s66 shall be correctedwith approved material thoroughly compacted. The depth of trenches for
utilities shall be as specified in the Special Specifications or shown on
the P l ans, or both.
C-4. Rock Excavat i on.
It shal I be the Contractorrs .esponsibi I i ty, when di rected by the
Engineer, to !'emove all loarn. sa"d.. g.avel, clay, or other such material
above the rock and clea" off and expose the !-ock surface in a satisfactory
manner so that the Enginee' may examine the su!'face and obtain any measure-
ments he requires" Measurement w';ll include only the actual volume of the
rock to be removed.
Unless otherwi se specrfied in ths $ps6ial Specifications, the
quantity of rock shall be measu.ed by the Engineer and the Contractor or his
representative prior to backfilling the trench and the amount of rock deter-
mined, agreed upon, and made a matte' of record by both parties,
b"
excavate-d
De th of Rock Excavation.
to a depth o nches gr
Where rock is
eater than the
encountered, it shall
requi red grade, and
thorough I y compacted
SI X ]be
the
to
trench shal I be backfi lled with suitable material,
establ i sh the proper grade fo. tne pi pe.
c.Use of Explosives"
the prosecuiioa aFtle work;- tfa
not to endanger life or property,
the neat lines of the trenches or
When the use of explosives is necessary for
Contr actor shall use the utmost care so as
cause slides, or di strlrb materials outside
excavations"
a. Defin'ition of Rock Excavation" Unless otherwise defined in
the Speci aT-SpeATTTAtTons JF--e t;;-it-oZk','l i-sha1 I be understood to mean soli d
sandstone, I imestone, g.anite, basalt, or other solid rock of equal hardness,in ledges, bedded deposits, or unstratified masses that, in the Engineerrs
opinion, will require the use of systematic drilling and blasting for removal.
Boul ders less than one-haif cubic ya'd in volume will not be class'ified as
rock" Cemented gravel (conglomerat€)r shale,. ciay, and other sedimentary
materials will only be classified as rock whenr in the Engineerrs opinion,
systematic driliing and blasting is 'equi.ed for removal. Loam, sand, gravel ,clay, or othe!- such material stratified between the layers of rock will not
be classified as rock
All explosives shall be sto'ed in a safe, secrure manner in compliance
w'i th local laws and ord'inances, and all such storage places shall be marked
clearly rrDangerous Explosives"r! No explosiu"s 5hal1 be left in an unProtected
manner along or adjacent to any highway, street, alley, or other area where
such explosives could endanger persons o!' p!-ope!'ty. Storage of explosives
shall be in accordance with the requirements of the State Industrial Acc'i dent
Conm'ission or similar- appropriate body having the jurisd'iction in such matters
in the state in which the work is performed.
0nly persons experienced in the handl ing of explosives shall be
al lowed to use them on the work. Where State or local laws require that
explosives be handled only by licensed personnel , it shall be the Contractorrs
responsibility to see that this requirement is met.
The Contractor sha11 provide all necessary approved types of tools
and devices required for loading and r,rsing explosives, blasting caps, and
accessories, The Contractor shall conform his acts to and shall obey all
Federal, State, and local laws that may be imposed by any pLrblic autholity
or directions that may be given from time to time by the Engineer reiative
to the handling, placing, and fi.ing of explosives" No blasting shall be done
adjacent to any portion of exposed work or structures unless propsl- precautions
are taken to insure that the structures and materials surrounding and supporting
the same will not be damaged by the blasting, When blasting rock in trenches,
the Contractor shall cover the area to be shot with blasting mats or other
approved type of protective material that will prsvgal the scattering of rock
fragments outside of the excavation, The C.ontractor shal I give ample warning
to all persons within the vicinity p!-ior to blasting and shall station men
and provide signals of danger- in suitable places to warn people and vehicles
before firing any blasts. Unless otherwi se app.6ys6 by the Enginee!', ali
blasts shall be fired with an electric blasting mach'ine which shall not be
connected in the circuit until just prio!' to the time for fi'ing and then
shall be connected by the man who will operate the blasting machine" After
a blast has been fi.ed, the blaster shall make a minute inspection to determine
if all charges have exploded befo'e employees a.e allowed to return to the
operation" f4isfires shal I be corre(,ted in a(co!'dance with the requirements
of the applicable portions of the State or local Safety Code for Blasting"
The Contractor- shall be responsible for any and all damages to piopsrl, a.
injury to persons resulting from blasting or ac.cidental or premature explosions
that may occur in connection with his use of explos'i ves.
d" !g[of Damage, In case inju'y from blasting occurs to any
portion of the work o' to the material sur.ounding or supporting the same, the
Contractor, at his own expense, shall remove srrch injured work, repair the
work, and replace the material suryound'i ng or supporting the same, or shall
furnish such material and perform such work of repair or replacement as the
Engineer shall order. Any damage whatever to any existing structures due to
blasting shall be promptly, completely, and satisfactorily !-epaired by the
Contractor at his own expense.
C-5,, Shoring, Sheeting, and B.acing of Trenches. Whenever necessary
to prevent caving, excavation in sand. gravel , sandy soil, or other un-
stable material shall be adequately sheeted and braced. Where sheeting and
bracing are used, trench widths sha'l I be increased accord'i ngly- Trench
a'2
C-6. Location of Excavated Materials. Durin
C-l I " Trench Backfi ll Above Pi
rt\-,
sheeting shall remain in place until the pipe has been placed, tested for
defects, and repai red, if necessary, and the earth around the pipe compacted
to a depth of four inches over the top of the pipe" All sheeting, shoring,
and bracing of trenches shal'l conform to the reqriirements of the State
lndustrial Accident Commission or simi lar appropriate body having jurisdic-
tion over such matters in the State in wnich the work is performed.
the Contractor sha I I I ocate the excavated mater i a I so that
ench excavation,
it will not
obstruct a traveled roadway or streeti and, unless otherwi se specified, he
shall keep all streets and r6aiwsy5 open to traffic.
C-7, Removal of Water. The Contractor shal 1 provi de and mai ntai n
ample means and devices with which to promptl y remove and dispose of all
water entering the trench excavation during the time that the trench is
being prepared for the pipe laying, during the pipe laying, and for such
additional time as may be requi.ed for the setting or hardening of joint
materials, during the time that the backfill is being placed, and at such
times as may be spec'i fied in the Special Specifications. The Contractor
shall dispose of the water in a suitable manner without damage to adjacent
property.
C-8, Foundat'ion Stabi I i zation,.Where pipe is to be laid in the
trench and the bottom of the trench is in fine, wet sand or other unstable
material not satisfactory for base for pipe, the Engineer shall requi re that
the trench be excavated to a depth of from l2 to l8 inches below the required
flow line grade and the t!-ench be backfilled to the requi!'ed grade with
gravel for backfi ll as specified in B.l herein. This i tem shal1 include
excavation necessa!-y to provide space for the foundation stabilization
material"
C-,9. Gravel Base for Pipe- The gravel base shall be a minimum
of 4 incheffiof the trench with the top of the gravel
base at flow line grade for the pipe. The gravel base shall be placed and
raked to grade ahead of trre pipe laying ope.ation- Wherever, in the op'i nion
of the Engineerr the pipe zone of the trench is in suitable base material,
this item will be omitted. This item includes the additional excavation
necessary to provide space for the pipe base material.
C" 10, Tr encn Backfi I 1 at Pi pe Zone.\,lhen pi pe has been
the trench, selectedffie placed in the trenc
taneously on both sides of the pipe for the full width of the trenc
layers not exceeding s'ix inches in depth and tamped thoroughl y with
pneumatic tamper, unless otherwise specified in the Special Specifications
or by the Engineer, If hand-tamping is permitted, the backfill material
shall be thoroughly tamped with tamping sticks made from lrrx 2rt lumber or
such other devices as may be approved by the Engineer" Particular attention
must be paid to the underside of the pipe and fittings to provide solid
backing against the external sur face of the pipe- The pipe zone shall be
considered to extend four inches above the outside of the pipe,
g tr
lai d in
h simul-
h in
a
e Zone" Backfi 1l above
zone shall be one or more of the ln
Special Speci fications.
ol 1 owi ng c I asses as spec'i fi ed
the
the
p1 pe
pi pe zone s-h al I be backfi lled in six-inch layers and each layer sprinkled
and thoroughly tamped by means of hand-operated or mechanical ly operated
tampers. ths fill shall be Irotrght to the requ'ired su!'face grade, and
tampi nq sha I I be such that no sett I ement wi I 1 occur ., Al I wi ndrowed
material over trenches and the upper twel ve inches of all trenches finished
level with the surrounding ground shall be free and clean of all boulders
and stones four inches in diameter and larger, unless otherwi se designated
in the Special Specifications or d'i rected by the Enginee'.
b. Class B Backfill. The trench above the pipe zone shall be
backf i I led-5nd-TIEilG'dT&i-iiTh a hose and long pipe nozzle. The nozzle
shall be inserted at such spacing as necessary to completely saturate the
backfill" All windrowed material over trenches and the r-rpper twelve inches
of all trenches finished level with the surrounding ground shall be free and
clear of all boulders and stones four inches in diameter and larger, unless
otherwise designated in the Special Specifications or directed by the Engineer.
c,Class C Backfill"The excavated material may be pushed back
into the trench by mechaniCal means. Where this method of backfi l l is
al lowed, the earth shall be pushed first onto the slope of the backfill
previously placed and ailowed to roll down into the trench. The Contractor
will not be allowed to push the backfill material into the trench in such a
way as to permit f.ee fall of the material into the open trench. Under no
ci rcumstances shall sha.p, heavy pieces of material be al lowed to drop
directly onto the pipe or the tamped mat€rial around the pipe" All wind-
rowed material over trenches and the upper twelve inches of all trenches
finished level with the surrounding ground shall be free and clear of all
boulders and stones four inches in diameter and larger, unless otherwise
designated in the Special Specifications or directed by the Engi neer,
d. Class D Eackfi 1 I " The enti re tr ench above the pi pe zone shal I
mater i albe bac kf i ITE
a" Ciass A Backfill. The entire depth of the trench above the
d with mater-iaT a. specified in B.l he'ein. This
shall be placed in the manner specified in C-ll c. herein.
Class E Backfi I I " The trench above the pipe zone shal I bee"
back f i I led-5 s sPecified unde' C-ll c.. herein to a depth below the ground
surface such that fol lowing compaction over the enti!'e trench surface
by at least two passes with the wheels or tract of a loader, truck, cat,
or other similar equipment, the top of the backfill will be l8 inches below
the ground surface. Fifl6un inches of gravel as specified under B-1 herein
shall then be placed in the trench and similarly compacted. The remaining
3 inches of trench depth shall be filled with material conforming to B-!
herein. The final backfilled surface shall be at the same leve'l as the
original surface" This item shal I include the replacement of al I gravel
surfacing renpved or disturbed by any of the construction operations whether
within or outside the 6ctual trench area.
C-12,, Excess Excavated 14aterial " All excess excavated material s
from Class A; B; t ; and E opEi-tions
the Contractor at I ocations out li ned
shall be hauied and di sposed of byin the Special Specifications.
r.J
Unless otherwise noted in the Special Specifications for Class C
backfill, the Contractor shall make his or.rn estimate of the backfi ll material
required at the trench side after normal settlernent has occurred, This
material shall be neatly windrowed over the trench and all excess hauled and
di sposed of in locations outlined in the Special Specifications. Any excess
or deficiency of backfill matelial, which becomes apparent after normal
settlement within the Contractorrs guarantee period, shall be the Contractorrs
responsibility and shall be corrected"
C-13" Road, Street, and Dri v9!!!y !19!!l ng s " The Contractor shall
obey all ruies and-eguiaiioni of iFe County, C'ity;
regarding the closing of public streets or highways
traffic"
and State authorit'ies
to the use of public
The work shall be carried out so as to cause a minimum of disioca-
tion of normal cormercial pursurts. Traffic must be kept open on those roads
and streets where no detour i s possi ble. The Contractor shal I , wi thout
further or other order, provide, erect. and maintain at all times during the
Progress or tempo!-ary suspension of the wo.k, suitable barricades, fences,
signs,6r other adequate protection and shall provide, keep, and maintain
such danger lights, signals, and flagmen as may be necessary or ordered by
the Engineer to insure the safety of the public as wel I as those engaged in
connection with the work All barricades and obstrr-lctions shal I be protected
by signa'l lights which shal I be sr-ri tably distributed across and along the
roadway and which shall be kept burning from one hour before sunset until
one hour after sunrise and at such other times as vision is obscured by fog,
srnoke, or dust" Al 1 barr ieades shal I be of substantial construction"
C-.l4. Permi ts and Easements" Where the trench is to be dug within
Cont ractor shal I acquainta right ot way ob ta I ned by pe!'mi t or ea sement, the
himself with the !-equi:ements of the permi t or easement, shall confine hrs
operations to the area within the permit or easement, and shali obtain from
the permit or easement grantor at the completion of the constrdction a release
indicating that the work has been satisfactorily completed in accordance
wi th the terms of the perrnit or easement. Should it be found impossible for
the Contractor to obtain any of tne required releases either because of the
absence of the grantor or because of impractical demands by the grantor, then
the Engineer may wa'i ve this requirement if? in his opinion, the Contractor
has fulfilled his obligations. The Cont.actor shall notify the owners of
these propert'ies 48 hou.s 'in advance of the t'ime when construction will be
started.
C-15" Interferin Structu"es and Utilit'ies. The Contractor shall
amage t o exr s ng structures and
empt has been made to
o i ndi cate their presence
take all gossible caution to prevent
:;:l' i;:fu ::i,:::':::':ti, il, ::'
t
erground., An att
on the Plans or t
in the Special Specifications" Whiie the information has been compi led from
the best available sources, its completeness and accuracy cannot be guaranteed
and it is presented simply as a guide to possible difficulties. The Contractor
shall notify all utility offices c.oncerned at least 48 hours in advance of
construction operations in which a utilityrs faciliti6s 6qy be involved.
This shall include but not be limited to irrigation, water, telephone,
electric, oil, gas, and television serv'ices,,
C-16. Fiel
ex pec t ed tFEi;r' n-o r--;
d Rel ocali on;l ocat r ons o
It shall be the Cont.actorrs responsibility to locate and expose 8ll
existing undergr6rrn6 structrr.es and utiIities adjacent to or crossing the
proposed t!-ench far enough i.r advance of the pipe laying in order that the
Engineer may make such field revisions as may be necessary to avoid conflicts
with utilities or st!-uctures. The cost of waitinq or ':down time during
such field revisions shal I be borne by the Contractor without additional cost
to the owner. Any struc.tures or utilities damaged by the work shall be
repai red or replaced in a condit'ion equal to" o!' better than,- the condition
prior to the damage. Such.epair or replacement shall be accompl ished at the
Contractor!s expense wi thout addi tional compensation from the 0wner.
The Contractor shal l .emove and replace such smal I miscel laneous
structures as cul\erts, fences. mail boxes, and sign posts at his own
expense wi thout additional compensation from the owner- The Contractor
shall replace these structLires in a condition as good, or better than,
thei r original condi tion ,
If interfering power poles, telephone poles, guy wires, or anchors
are encountered, the Cont!'acto. shal1 notify the Engineer at least l2 days in
advance of construct'ion to pe!'mit a."angements w'ith the utility company for
protection or relocation of the st!-ucture. Such st!'uct,rres wi ll not be
considered to interfere unless they are within 3 feet of the trench center
I i ne.
If the Contracto. encounters existing st!-uctures which wil I prevent
the construction of the pipeline and which are not properly shown on the
Plans, he shall notify the Enginee,- before continuing with the construction
in order that the Engineer may make such field revisions as necessary to
avoid conflict with the existing structures, If the Contractor shall fai I to
so notify the Engineer when an existing st!'ucture is encountered, but shall
pr-oceed with the constru(tion despite this interfe!-ence, he shall do
so at his own risk. When the location of the pipeline as shown on the Plans
w'i ll prohibit the restoration of an existing st!'uctrre to its original
condi tion, he shall noti fy the Enginee. in order that a field relocation may
be made tl avoid conflict ,
During the Progress of construct'ion, it is
the line wi i I be necessary" Such reloca-
tions shall be made only by directron of the Enginee.. Unfo.eseen obstructions
encountered as a result of such relocations will not be subjects for claims
for additional compensation by the Cont.actor to any g!-eater extent than
would have been the case had the obstruction been encountered along the
or i gi nal location"
may be i emoved and do not require replacement obstructions to the construc-
tion of the trench such as but not limited to t!-ee .oots, stumps, abandoned
piling, abandoned concrete strrrctures, logs, and debris of all types, shall
be removed by the Contractor at his own expense without add'i tional compen-
sation from the owner, The Engi neer will, if requested by the Contractor,
make changes in alignment to aloid major obstructions if such alignment
changes can be made without adversely affecting the i ntended functioning
of the facility, The Contractor shall pay a1l costs resulting from such
al i gnment changes.
' C-11, 0bst.uctions, Thi s i tem shal I refer to obstructions which
ll I+
*.-. !:-L!_._BS3 var! tgl l1lJoss Cu1 !]fqqe!LL3l!!: when excavati ng through
culrivft land" the topsoi I shall be removed and stockpi led on one side
.'bf theftnch and the slrbsoi i pi I ed on the other Backf i I I shal I be such
that the finished s,r.face will be as nearly as practicable to its original
condi t i on.
C..19- Clea.in9 the Rrght of Way. \,lhe.e clea'ing of the right of
way i s necesGtr,-11 16;ll- EdlFor to the start of the trenchi ng"
Trees and brush shall be c'.rt as near to the surface of the ground as
practicable and piled for disposal. 0isposal shall be by burning unless
otherwi se di rected by the Engi neer " The Contractor shal I observe al I
Federal and State laws relating to fire pe.mits and local .egulations related
to burning such mate, ial " Uqder no condition shal I ex(avated material s be
permitted to cover' Iru5n 6. trees p'io,' to clearing and b,,lrning.
C-?0^ Pavement Removaj , Unless otherwi s e noted in the Special
Specifications, whe'e t-enches a!'e to be dug th!.ough paved streets, the pave-
ment shall be cut to a straight lrne on each side of the trench with a
power saw o. other approved equipment" The widtn of the pavement cut out
shalI not be greater than the minimum width required for the insta'l lation of
the pipe" The Contractor shall so conduct the pavement rernoval operations
as to cause the mininum damage possible to the adjacent pavement" After
the trench has been backfilled, the pavement crrt shall be filled with
gravel and shall be maintained level with the adjoining pavement without
bumps or chuck holes until the pavement is patched,
STANMRD SPECITIC.ATIONS
roR
CAST IR,ON PIPE AND FITTINGS
u5
Reference herein is aade to standerds, tesls, methods. and specl.flcatlons
of research and technical organlzatlons as follows:
ASTM
AltllA
ASA
Amerlcan Socl.e ty for "Ilesting Materlals
Anerlcan t{ater l,lor:ks Associati on
Amerlcan Standards Associ ation
Item Standar:d Specification, Test, or Method Designalilolq
B-1" Cast trron Plpe and trittings Federal Specif lcatlon III{-P-421a
ASA A 21.i0, A21 .1"1
AXIIIA C 1.00
B-2. Elanged Pipe and Fi.ttin8s Federal Specltication lll{-P-421a
ASA B 16"1
B-3. Jointing l{aterials for: B&S Pipe ASII}I C 150
References to ASTll, AI{IIA, ASA or Federal Speciflcafions shall be understood to
mean, in all cases, the latest standard or specifl.cation unless othersise
sEated ln the Special Speciflcations,
B. Uater:ials "
.E-1." Cast lron. Plpe and Fittings iBelt and Spigot, Eechanlcal Joint, and
Rubber Gasket Jolnr Type) "
E:1.1- lell-and-Spigot Plpe,.Bel1-and-splgot cas r:on plpe shall
e of class asconform to Federal Specl.flcation I{W-P-421a,
speclfied in the Speclal Specificacions"
B-1 .2 " Bel1*and-Spleot Fi.ttings.Bei 1-and-spigot cast i r:on flttlngs
6ha11 conforn to the latest spectflcat 1on of the America[ }laler Ilorks Associa-
tion for Bel .1. -and- Splgot Fiftings, except tbat short-body flttlugs of local
manufacture nay be used, unless othervlse noted in the Speclal Sepeclficat ions,
provlded they othenrise conform to AIIWA G 110-52 or Federal Specifica-
tlon XII-P-421a.
!:!J '-Eeql,g919c1-&1"q!-P&9. -e8-EI tEgeq. ltlechanlcal j olnt cast
iron plpe and fittings shall conform to Federal Speclficatlon III{-P-421a,
Type 1II, or to ASA A 21 .11, and shall be of cl"ass as speclfled in the Speclal
Speclflcations. Joint mat.erials sultable for the specified pi.pe slzes and
presaures shal1 be furnlshed rrlth the pipe,
B-1 .4. Rubber Rubber gasket J oint
caat Lron plpe sha1l conforrn to Federal Speclflcation I{W-F-421a, Type II, ex-
cept as oodifled hereln, end shall be of class as specified in the Speclal
Specificatlons and sha1l be U"S. Tyton Joint plpe as manufactured by the
Unlted SEates Pipe and Foundry Company and Paelflc States Casr Iron Plpe Con-
pany, or approved equal. Plttings for: use wlth rubber: gasket joint plpe shall
Type I" and shal.
r1
1b
li6
STANDARD SPECII ICATIONS
for
CAST IRON PIPE AND TITTII{GS
be mechanlcal Jolnt as speclfied ln Ltern B-1.3 above" The rubber-rtng gaskets
shaLl be sultable for lhe speclfied pipe slzes and pressures and shall be fur-
nished wlth the pipe" R.ubber Basket joint plpe shall be of the pattlcular
type speclfied in the Spec;ial Specifications. A nontoxic vegetable soap lu-
bricant shall be supplied in sufflclent quanti.ties for instal llng the plpe
furnlshed.
B-2" Cas! Irp4 Fl4nge{ Plpe and FlLttngs. Fla nged caat lr:on plpe sha1l
conform to Federal Specification I{W-P.-421a as to oetal thickness and qua1lty,
and the flanges and bolts shall conforn to ASA B 16"1. (latest revlslon).
Flanged flttings sha1l conforn to ASA B 16.1 (latest revlsion) " Fittings
shal1 be Class 125 unl.ess otherwise specified. Flanges shall be faced and
drtlled 125-pound ASA.
B-2.1-___Ggg!e!q" GaskeE naterial for flanged joints ln caat iron
plpe shail be sheet rubber conforming to Feder:al Speciflcatlon I{E-G-156c,
Class A or Class B, LlL6 inch thlck, unless otherwlse speclfied ln the Speclal
Speclflcatlons, The gasket shall be full-.ctit, wlth holes to pass bolts. Gas-
ket mater:ial shall be f::ee from corroslve alkal 1 or acld Lngredlents "
B-3. Eandline" Care shall be taknn l.n handll ng the pipe to prevent ln-juty to the coatlng, and no pipe or othe!' Eaterial shall be shlpped lnside any
pipe at any tioe after it has been coated'
L-4. Jqlnti.ng llaterlal for Be11-and-Splgot P lpe. Jolnting material shall
be one of the foll.owlng as specified in the Speclal Speciflcatlona or as other-
wlse specifled in the Speeial Speciflcations.
B-4"1. tead, Lead for caulki ng purposes shall contaln not less than
99.73 percent pure lead. trnprrritles shal.l not exceed the followlng linits:
Arsenlc, Antlmonyr and Tln together
Copper
ZLrtc
Iron
Blsmuth
Sllver
B-4"2" Cemenc,Ali cement shal 1 confor.m to ASTI C 150, Type I or
1,I.I .
B-4 .,1,= LeInlng_qE_-Eeq&iBL-U4lef i.ai. s . Yarnlng or packlng aaterlal
shall consist of one of the following: (1) oolded or tubular: rubber ringe;
(2) asbestos ropei (3) treated paper rope. fhe use of hemp, jute, oakum, or
simllar meterial wi1l not be per.nltted unless specifically call^ed for ln the
Special Speclfleatlons. A11 of the above matexial s shall be handled rslth care
ln order to prevent contamlnation and shall be dry when put lnto place la thejolnt" The material used shaIl. be free of o11, tar, or greasy substances. In
cement Jolnts, the yarning material may be oEltted lf so specified ln the
Speclal Speclf lcatlons.
\_.
0.01s%
0. 087.
0. 002%
o.aofl"
o "257"0.0n"
BliJt "_ Uechantqel .lqeugl :lnger- llechanical coupl lngs, not aa a part
of the plpe itself, shall be Eanufactured of wrought steel and provided wlth
rubber rlngs and track head bolts and nuts and shall be slmllar and equal !o
the coupllng Eanufactured by the Dresser l{anufactur:lng C@pany or Sxnlth-Blair
Class 400 as maoufactur:ed by Smiih-Blalr, Inc" The parllcular type of coupl log
to be used shal:
Specificatioas,
be in accordance with the requi reoeots of the Special
C, Workrnnship,,
C-l . Preparation of Trench"
C-l .1, Grade. The bottcrn of the trench shall be gr:aded by hand to
the llne and grade to which the plpe ls to be laid, with proper al lowance for
plpe thickness and for: gravel cushton or: special bedding when speelfied"
Before each section of the pipe is laid, the grade shali. be checked rvlth a
stralghtedge at least as long as the pipe section, and any irregular:itles
found shail be corrected. The rrench bottom shal'I. form a contlnuous and
unifora bearing and suppor:t for the pipe on sol.id and undisturbed ground at
every polnt bet.reen bell hoies, except that for a oa:imum dlstance of 18
inches near: the center of the pipe, the grade may be disturbed fo:: renoval of
liftlng Lackl e.
C-1" 2. 8e11. (J oint Ilol es " Ai t.he I ocatrl on of each j oint, bel l
(Joint) hol.es of ample dinensions shall. be dug in the bottcm of the trench and
at the sides where necessary to perflit the jolnt to be made properl.y and per-
mlt easy visual inspection of the entrire joiDt"
C:1,.!,.-Lglpyai-al-{+LelA The Contractor sha1l at aI 1 tiEes provlde
and Daintaln ample means and devices to r@ove and dispose of all water enter-
lng the trenc.h excavatl on during the process of laying the plpe. Where cementjolnts are used, the pipe sball be kept dry until the joints are made and
until Ehe cement has taken its initial set.
c:4"_._rterl ng,!
C*2 "2 " Handl lns aterlal " Pr oper lmplenients, tool.s, and facilities
satlsfactory to the Englneer shail be provi.ded an.d used by the ContracEor for
the safe and convenlent prosecution of the work" A11 pipe, fitttngs, valves,
and hydrants shal.l be carefuli.y I owered lnto the trench, plece by plece, by
means of a derrick, ropea, or other suifabl.e tools or equlpEent, 1n 6uch a
anner aa to prevenl d{rEage to the pipe line Daterials and protectlve coatlngs
and linings. Under no ci rc,:rnstances shai.l pipe Ilne materials be dropped or
dr.mped lnto the t ren( h.,
C-2,3. llamoer Tes t.The plpe and fittlngs shal1 be lnspected for
defects and, while suspended abovegrade, be rung with a Llght haumer to
detect cracks.
C-? "4. Cleaning Plpe an Ail l"mps, bllsters, and excess
coal-tar coatlag shal.l be removed from the bel 1 and splgot ends of e-ach pipe.
The outside of the splgot and the lnside of the bell shall be wlre-brushed
and vi.ped clean and dry and free froo ollL and grease before the plpe ls laid"
Il7
C:?.1, Ql-s!l:&!l-35-EipS- Materlal sha1l be dlstrlbuted on the I ob
frcm the cars or storage yard no faster than can be used to good advantage.
In general" no more than one weekrs supply of Eat.erlal sha1I be dlstrlbuted ln
advance of the l-aying unLess otherlflse epectfled in the Speclal Speciflcatlons.
The ends of aechanical joint pipe and fittlngs and of rubber gasket jolnt
plpe and flttlngs stn1l be wlped clean of alI dirt, grease, and forelgn
Eatter "
C-2"5. Placlng of Pi.pe in the Trench. Eve r:y precaution eha1l be
taken to prevent foreign Eaterial froE entering the pipe while it ls belng
placed ln the line. If the pipe laying crew cannot put the plpe lnto the
trench and in place wlthout getting earth into tt, the Englneer oay require
that, before lowerlng the pipe into the trench, a heavy, ttghtly woven canvas
bag of suitable slze shall be placed over each eod and left there untl1 the
connectlon is to be made to the adjacent pipe. During laylng operatlona, no
debrls, tools, clothing, or other materlal.s shal1 be placed in lhe pipe"
C-2,5,1. Bel1-and-Spigot Pipe. After a 1 ength of bell"*and-
splgot pipe ls placed in the trench, the splgot end shall. be centered in the
bell and the pipe for:ced home and brought to correlt iine and grade, The plpe
shall be secured ln place wlth approved backflll materi.al tanped under lt
except at the bells. Pipe and ftttings which do noh aliow a suffi.cient and
unlform space for: joi.nts shall be r:moved and replaced w1th plpe and fittings
of proper dimensions to losure such unlform space" Precautlons shal1 be taken
to prevent dtrt frcm entering the jolot space"
C-2.5..2. Mechanlcal Joint and Rubber Gaskel Jolnt Pipe. Ile-
chanLcal joint pipe and rubber gasket joint pipe shall be placed in the trench
as her:elnbefore speclfled in lt€m C-2"5; pipes shall be connected as hereln-
after speclfied for the respective type.
C-2"6" Nrmber of Pipes taid Before Join.ting.
C-2.6.1., Bel1-and- SpLgot Pipe.. I{hen the jointing materlal spe-
cified ls cenent, six or more lengths of plpe shall be in place ahead of eachjoint before such Jolnt is flnished.
C-2."6"2, llechanlcal Jolr,"t and R.ubber Gasket Joint Pipe. Ue-
chanical Jot.nt ptpe and rubber gasket Joint pipe shal1 be connected as hereln-
after speclfled aa soon as they are placed ln the trench"
C-2..1 . Preventing Ir:ench Water Eron Entering Pipe" At times when
pipe Laying is not in. pro6iress, the open ends of plpe shall be closed by a
watertight plug or other means approved by the Englneer, and no trench rrater
shalL be permltted to enter the plpe" Joints of plpe in the trench whlch
caonol be pour:ed (see lteu C-2.5) shall be caulked wlth packlng to make Lhen
as \ratertight as possible. These pr:ovlsions shal.l apply during the noon hour
as vell as over:nlght. If rsater: is ln th,e trench, the seal sh€.ll r€maln in
place until the trench is pr.rmped completely dry"
C-2."8. Cuttlng Plpe" The cuttl ng of plpe for insertlng valves,
fittlngs, or clogure pieces sha1l be done in a neat and workman1lke manner
wlthout damage to Ehe plpe or lining and so as to leave a smooth end at right
angles to the axls of the pipe
Ilhen oschlne cuttlng ls not available for cutting bell-and-splgot plpe 20
irphes ln dlameter or larger. th€ electric-ar:c cuttlng method w111 be per-
mitted, uslng a carbon or steel rod" On1.y qualified and experienced worlcmen
shall be used on thLs work.
The flame cutt.ing of ptpe by means of an oxyacetyl ene torch sha1l not be
a11owed. I{hen approved by the Engineer, the pipe nay be cut cold in the fleLd
by use of rolling pipe cutters. or sledge and cold cutter. Rough edges shall
be smoothed as dlrected by the Engineer,,
Ifhen mechanical joint or: rubber gasket joint pipe ls cut in the fiel.d, it
shall be cut as recomended by the pipe manufactrurer, and the cut end shall be
reconditioned so that lt uay be used for the next joint. 0n rubber gasket
Jolnt plpe, the outside of the cut shal i. be ground back or: dressed as recon-
mended by the plpe oanufacturer an approved by the Engineer"
BeI1 End to Face Di.rection of I :I'less otherui se
dlrected, pipe shall be Iaid wtth bel.1 end facing in the dlrectlon of the
laylng; and for lines on an appreciable slope, bell.s sheli (at the dlscretlon
of the Engineer) face upgrade.
C-2"10" Permlssible Defiectlon at Joints.Wherever it is necessary
to deflect plpe frm a straight 1ine. elther ln the vertical or horlzonEal.
plane, to avoid obstr!.rctions or plumb stems, or wher:e long.radius curves are
pemitted. the anount of def l..ection allowed shall not exceed that approved by
the Englneer, I'l,axlmro permiLted deflections are lndicated herelnafter in
Tables I, II, and trIl"
(See foll"owing page for lable I)
ll8
TABLE I
axlmum Deflections of Cast Iron Bel1-and-Splgot Plpe*
*Llnlting factors:Joint openlng not to exceed 0"75 lnch.
Caulktng space at face of bell to be not
less than 0.25 lnch In vldth.
9"201
5 "501
4'20'
4"20'
3"50'
3"40'
3'10 r
2"40'
2"20'
2'00 '
2"00,
1'30'
1020'
1'
1'
0'
0'
0'
00'
00'
50
40',
401
(1)
(2)
Nom.
Plpe
Diam"
llax" Deflectlon (ln lnches) Illth
PJoint
OpeninB LZ ft.16 f r "18 f r.20 ft.Deflec.
Angl e
2
3
4
6
o
10
t2
L4
L6
18
20
24
30
36
48
54
60
0.41
o.43
0 .41
0. 58
0. 6s
0. 75
0.75
0. 75
0"75
o.75
o.75
0. 75
0.75
0.75
0.75
0. 75
0,75
0.75
23.6
14. 8
11.1
11.1
9.7
9"3
7.9
6.7
5"9
5.3
4.8
4"O
3"3
2"8
2.4
2.L
1.9
L.7
31.5
t9,7
14"8
14.8
L2,9
L2.4
10"5
8"9
7.9
7.L
5"4
5.3
4.4
3.7
3,2
2"8
2.5
2"3
35 ^4
22.2
L6.7
L6.7
L4.5
14"0
11 .9
10.1
8.8
8"0
7.2
6.0
5.0
4.2
3"6
3"2
2.9
2"6
39.t+
24.7
18. 5
18. 5
L6 "215"5
L3 "2rt .2
9.7
8.8
8.0
o" I
5"5
4,7
4.0
3.5
3.2
2.8
I
I
\/--
TABI"E I I
Maximr.m Deflection of Cast Jron l,lechanlcal Joint Pipe
Safe Deflection for: i50 Por:nds Pressurei
3l
31
27
20
20
20
L3-L/2
L3-L/ 2
11
11
220
320
320
380
380
500
500
2L
21.
18
28
.,a
24
18
18
18
12
85
85
100
130
130
130
190
190
230
234
300
300
330
340
340
110
110
1.30
170
170
170
250
250
300
300
400
400
440
450
450
L25
1.25
tq)
195
195
I95
285
285
!+O
340
450
450
500
510
510
12
10
10
8
8
7
6
6
13
13
L3
9
9
7-L/2
7-L/2
6
6
5
5
5
22
15
15
L2
1.2
10
10
9
9
8
7*112
7 -1.1 2
*For pressures above 150 pounds. reduce the tabuiaLed deflection by 10
percent for each 150 pounds added pressute.
DA
Size
of
Pipe
Bend in
One Joint
Angle A
Approx. Radlus in Eeet of Curve
Produced by Successlon of Joints
Length in Feet
201
Length in Feet
Deflec- in Inches D
L2t 16| Lgr 201l?t 15r 1g'
3
4
6
8
10
t2
L4
16
18
20
24
30
36
42
48
g"-1gr
8"-18 r
7" -O7',
5" -2Ll
5"-21 '
5" -2L'
3" -35 r
3'-35 |
3"-00 t
3'- 00'
2" -231
2" -23'
2'-05 |
2 " -00'
2" *00'
ug
I
TABLE III
Maximum Deflectlons of Rubber Gasket Joint Plpe
Based on an l8-Foot Plpe tength
Size
of
Plpe
Bend in
One Jolnt
Angle A
Deflection
ln Inches D
Approx" Radius ln Feet of Curve
?roduced by Successlon of Jolnts
3tt through 12tl
14x and 15rl
18r' through 24'l
C-2.LL. Alignnent. Pt pe lines intended to be straight shall be so
1ald, and ln no case shall a devlatlon frm lhe stralght llne at atry jolnt ex-
ceed one inch.
C-2.L2, Unsuitable Conditions for Laying Pipe.No plpe shall be
laid ln water or when,
unsultgble-
ln the oplnlon of the Engineer, trench condltlons are
C-3.1. Jolntinq of Cast lron Bell-and-S plgot Pipe and tritEings.
00
00
00
5
4
3
18
1.5
11
2061
259 |
343,
C-3.1.1. Placlng of Yarnlng }{aterlal . The yarnlng Eaterlal
sba1l be placed around the spigot of the pipe and shall. be of proper dlmenslons
to center the splgot in the bell. When the spigot ls shoved h@e, the yarnlng
uaterial shall be drlven tlghtly agaiost the inside base or hub of the be1l
wlth suttabl"e yarning tooL s ,
Ihen a single strand of yarnlng material is used, it shall have an overlap
at the top of not Dore than 2 inches. I{hen Eore than a slngle strand ls re-
qulred for a joint, each strand shalL be cut to sLrfficlent length so that the
ends w111 peet wlthout causing overlap The ends of the strands shall meet on
opposlte sides of the plpe and not on the top or at the bottcm. Successive
strands of yarning roaterial shall be driven home separately.
C-3.1"2. Depth of Jointing Dlaterial . For lead j oints, a space
not less thar 2-l/4 inches in depth shall be left in the bell ln plpe having a
nominal dlameter of 20 lnches or lessl 2-112 inches i,n 24-, 30-, and 36-inch
plpe; and 3 inches in plpe larger than 36 inches"
Ifhen c@ent ls specified, a space not less than 3 inches tn depth shall be
left ln the bell unless it ls specified that the yarnlng Eaterlal or packlng
shaLl be onltted.
C-3" 1" 3, Lead Joints.
C-3.1.3,1. Ileating and Pourlng of Lead. Lead sha1l be
C:-3. 1o:qlinoi Pipe.
sha11
shal l
j oint
heated in a neltiag pot kept in easy reach of the joint to be poured so that
the molten uetal. wl1l not be chllled in being carried from the Eelting pot to
fhe joint. The lead shall be br:ought Eo a proper temperature so that, when
stirred, it will show a r:apid change of color" Before pouring, all scrm
shall be reuoved from the surface of the molten lead. Each joint shalI be
made with one continuous pourr fi.liing the entire joint space with so1ld 1ead.
Spongy or iuperfectly fi1led jolnts shall be burned out and repoured,
C-3" 1.3.2. Posilion of Joint Runner, The j oinE runner
fit snugly against the face of the bel1 and the outside of the pipe and
be damed vrlth clay to form a pourlng lip to provide for filllng the
flush with the face and to the top of the bell.
C-t3.1.3.3" Carrl.kipg, After the lead has cooled to the
temperature of the pipe, lead joints shall be caulked with pnermatic or hand
tools operated by co[petent worknen until. such Joint,s are thoroughly compacted
and watertight" The finished joint shal"i show a hard and even-hamered sur-
face over all. Care shall be taken not to overstrain the bells during caulk-
ing. Lead should be caulked from the barr:el toward the bell of the plpe to
assure that lead rril1 be forced inlo the beil groove.
C-3"1.4.1. Proportions of Ceoent and l{ater" one quart of
cement sha11 be thoroughly mlxed with aborrt l"4 pint of rnater" The mlxture
sha1l be such that, uhen lt is tightly compressed by hand into a ball and the
ball ls br:oken lnto trro pleces, the break shall be clean. If the hand is
water-stained, the mixture is too wet. If ther:e is evidence of crrmbling in
the break, the mixture is too dry, The c€rlent mixture sha1l ring wlth a
metallic sound while being caulked.
C-3.1 "l+,2, Cause for Re ection.No cement sha1l be used
has taken lts inltial set"after: having been r,ret more than one hour or after it
C-3"1.4.3" Caulklng Cement Jolnts, Starti ng at the bottoE,
the jolnt space shall be filled with the cement mixture and the rixture caulked.
The remaining jolnt space shall then be refllled and caulked untll the jolnt
1s practically flush wlth the face of the be11. The mixture shall be thorough-
1y cmpacted to make a watertight joint without overstraining the bell"
C-3.1.4.4" Trench I{ater and trn lliel &!. No warer sha1lbe allowed to touch Ehe joint until the initiai set has taken place
C-3"1"i,5" JoinEs Kepr MoisL Cenenr joints shall becoveredimediate1yffiTa.ter'1al-approvedbytheEng1-
neer for the proper time to insure complete hydration" In cold wlather, careshalr be taken to prevent freezing of the cement mixture before and after thejolnt ls nade.
c-3.lwith cenent i oint" sGff-
hours after the last join
shall not be permitted inIten C- 7.
.4,6. Time lnterval Before Fi 1I 1ng Pipe.not be filled with rrater before a lapse oft in any valved section has been made, andthe pipe untl1 all. joint.s have aged as pr
Pipe laid
Ewelve
pres sure
ovided in
50
c-i. 1 a-_cenen!_&i*_
c-3.2.Jointlne echanlcal Joint Cast trron Plpe" l,lechanlcal j olnt
caat lron pipe varies slightly with different oanufacturers, and the partlcu-
Lar pipe furnlshed shall be installed ln accordance wirh Ehe manufacturert s
recomendations as approved by the En.glneer. In general" the procedure
sha1l be as hereinafter specified. The ends of the pipe shall be cleaned of
al 1 dlrt, mud, and forelgn Datter by wa'shiflg with water and scrubbing vlgorous-
ly wtth a wlre brush, after r,rhich the gland and gasket shall be slipped on
the plain end. If necessary. the pipe end may be lubricated wlth soapy water
to facilltale sliding the gasket in place.. Ihe end of the pipe shall then be
gulded carefully into the be1l of the pipe previously 1.ald. The gplBot shaI1
be centrally located in the bell, the gasket placed ln posltion, and the bolts
inserted in the holes "
Torque ranges to be applied to cast iron bolts and wrench lengths which
should produce the required rorque when applied by the average man should be
as follows:
Torque Range
Ft. - tr"bs ,
!ft:ench
rh In"
5/8
3/ tl
1
L*t/ t,
40- 60
60- 90
70 - r00
90 - 120
8
10
t2
14
ficatlons, the Contractor shal1 Provide adequate means to PerEiE an e
currenE to pass across all PiPe joints without excesslve vol tage drop
elecrrical connection sha11 be made by driving silicon-bronze wedges
Ilhen tightenlng bolts, the gland shoul.d be bro"€ht up toward the flange
evenly, naiofalning approxlmately the same dlstance betreen the gland and the
face of the flange at all polnts atound the socket, Thls shal.l be done by
partlally tlghtenlng the bottom bolt first, then the top bolt, next the bolts
at elther side, and last, the renaining bolts" Thls cycle should be repeated
untll all bolts are withln th€ requlred range of torques. If effectlve seal-
ing is not attalned at the Eaxlmtm torquee the Joinf shall" be disassembled and
reassenbled after thorough cleanlng. Overstressing of bolts to c@pensate
for poor install,afion practice shall be avolded"
C-3"3, Jointlng Rubber Gasket Joint Pipe,Cast i::on pipe with
rubber gasket type jolnts shall be laid and jolnted ln strlct accordatrce wlth
the Eanufaeturerr s recommendations as approved by the Engineer and in accord-
ance wlth the requlrements of the Special Specificatlons. The Contractor
shall provlde all special tools and devices such as speclal jacks, chokers,
and slmilar ltens requlred for the lnstallatlon. I"ubrlcant for the pipe
gaskets shall be furnished by the pipe manufacturer, and no substltutes rrill
be permitted under any circr.mstances.
c-3.4 . Electrical Continuity" When so stated ln the SPeclal SPecl-
lectlrc
" The
be tween
the barrel of the PiPe and the mouth of the bel 1' where joints using rubber
rings are eoployed. Two such aledges shall be lnstalled Per jolnt on oPPosite
sidis of the pfpe on the horizonral center line" The wedges shall be approxl-
mately one lnch- square and shall be taPered frou 1,/8 lnch to 1/16 inch approxl-
;a;i;, The wedges shall have serrared edges to provlde good contact' -The
voltale drop at 5OO "rp.t"" current flow shall not exceed 1'0 volt per jolnt'
DlaEet.er
of Bol t- In "
C-4, Setting Valves and Pittings,
C-4"1. General . Valves , firtings, plugs. and caps shall be set and
laying andjointed to pipe
jointing pipe.
in the roanner he::einbefore speclfied for c).eaning,
C-4.2" Location of Valves. Valves la water malns shall , where
possible, be locatred on the slreet property lines extended unless otherwise
shown on the P1ans.
C-4.2=_V41ye.Lo1p A val.ve box shal 1 be pr:ovided f or every valve
which has no gearing or: operating mechanisn or: ln whlch the gearing or operat-
lng mechanism is not fully pr:otected wlth a caat iron grease case. Th,e valve
box shal1 not transuit shock or stress Lo Ehe valve and shal 1 be centered and
plumb over: the wr:ench nut of the valve with the box cover flush wlth the sur-
face of the finished paveurent or: such other:leve1 as aav be directed by the
Engineer.
C-5 " Settlng Eydr:an t.s .
C-5J_,___L_qqe!_19!_. I{ydrants shali be located as shosn on the Plans
or as direcled by the Englneer in a manner: to pl"ovide complete accesslhlllty
and to minim.ize rhe possibility of damage frou vehic.Ies or lnj{rry to pedes-
trians. If hydrant locations ar€ not shown on the Plans, the foll onlng condl-
tlons shall govern:
W'hen placed behlnd the curb and where no lanrn space exists, the hydrant
barrel sha1l be sr-t so that no porfion of rhe ptuper or hose nozzle cap rr111
be less than 5 inches nor more than 12 lnches from the gutter face of the curb.
Ilhen set in the 1a!rn space betreen the eur:h and the sidewalk or between
the sidewalk and the pr:opert.y line, no portion of the hyd:'ant or: nozzl.e cap
shall be wi.thin 6 lnches of tbe sidewalk or the gutter face of the curb"
C-5 ,2. Position" At1 h ydranrls shall stand plumb and sha1l have
thelr nozz\es par:allel with or at rlght angles to the curb with the pmper:
nozzle facing the curb, except Ehat hydrants havlng tno hose nozzl.es 90 de-
gr:ees apart shall be set with each nozzle facing the curb at an angle of 45degrees. Hydrants sha1tr. be set to the established grade wilh nozzles at least
12 lnches above the ground as shorn on the Plans or: as dlrected by the
Englneer:.
C-5.3,_ qo,nnec!1q! le Xe14_. Each hydrant shall be connected to theuain wlth a 6-inch cast iron branch contr:olled by an independent 6-inch gatevalve, unless othemise speclfied or shorn on the plans.
- . -Gi5.4i- Eydferrq !fe14age. unless orhersise spectfied in rhe plansor special speciflcations" hydrani drainage shal1 be prlvided at the base ofthe hydrant by pl.acing gravel or crushed stone fron the bottm of the trenchto at least 6 inches above the waste openlng in the l,yd16pt. and to a drstanceof 1 foot around the elbow" No drainage systeu shall be connected to a seuer.A concrete base at least l2 inches squar,e Ly 4 inches deep shal). be frovidedfor all hydrants.
sj
C-6. Anchorage.
C-6,1. LlAiting Plpe Diameter and Degree of Bend" On all plpe 1lnes
4 inches 1n dianeter or lar:ger, all tees, plugs, caps, and bends exceeding
22-l/2 d,egrees and other locations where unbalanced forces exist sha1l be
secureLy anchored by suitable thrust backing as shown on the Plans or herein-
after specifled.
C-6"2" Thrust Backing, Reacfion or thrust backi ng shal1 be placed
as shown on lhe Plans and shall consist of concrete of a olx not leaner than
one ceoent, two and one-ha1f sand, flve stone, having a c@pressive strength
of not less thao 2,000 pounds per square lnch. Backing shal.l be placed be-
tween the undistur:bed ground and the fittlng to be anchored. The quantity of
concrete and the area of bearlng on the pipe shall be as shown on the Plans or
directed by the Engineer. The backing shall be so placed that) unless speclfl-
ca1ly shown otherwise on the Plans, the plpe and fittlng joints w1ll be
accessible to repairs.
G: !.!. j[e!el__EelqsE_. Uetal harness or tie rods or clamps of ade-
quate strength to prevent mov@ent may be useC instead of concrete backing as
directed by the Englneer., Steel rods or clamps shall be galvanlzed or other-
rrise rustproof treated as shown on the Plans or directed by the Engineer.
C-6.4. Anchorage of Ilydrants. The bowl of each hydrant shal1 be
well braced agalnst. unexcavated ear:th at the end of the trench wlth stone slabs
or concrete backing, or lt shali be tied to the pipe with suitable metal tie
rods or clamps as shown on the Plans or directed by the Engineer.
drostat.lc Tests "Pressure and l eakage tests shall be uade on all
newly laid plpe or any valved sectlon of iE" or both, unless otherwise specl-
fied in the Speci.al Speclflcatlons. The Engineer will conduct the tests, but
the Contractor shall furnish all necessary assistance, equipment, and materlal
and shall make all taps ln the pipe as required.
The Contractor shal1 furnlsh the followlng equipment and materlals for the
tests, unless otherrf,ise speclfled in the Special SpreclflcaElons :
2 5-ga1lon gr:aduated contalner:s
2 Pressure gauges
1 Eydraulic force ptmp slmllar and equal to Pacific
It.T. 75 as manufactured by the Paclflc Punp lng
Company of Portland, oreSon
Suitabl.e hose and suctLon plpe as required
c-7 " E
The tests shall be conducted after the trench has been backfilled or
par:tlally backfllled with the joints left exposed for inspectlon" I{here any
iectlon of plpe ls provided with concrete reactlon backing' the pressure test
shall not be nade until at least flve days have elapsed after lhe concrete re-
action backing is insEalled' If hlgh-early cement ls used for the concrete
thrust backing, th" ttre may be cut to two days instead of the five previously
specified "
Plpes jointed $lth cement sha1l not be
and tnspecied and tested for leakage untll
the ualn ts f i-lled with water as specified
subJ ected Eo hydrostatlc Pressure
at least 36 hours have elapsed after
ln lten C-7.3'
The pressure fest shal 1 be conducted in the following manner, unlesg other-
wlse specified in the Special Specifi.cat ion s " After the pipe has been back-
fllled or partially backfilled as hereinbefore specified, the plPe shall be
filled with rdater, Unless staled otherwise in the Special Specificationsr the
test pressure shali be 1-1/2 EiBes the norBal static pressure, but cot less
than 50 pounds per square inch.
C-7.L" Duration, The duration o f each pressur:e tesf shall be 30
lal Speciflcatlons.minutes unless olherlrise stated in the Spec
C-7 .2, Expelling Alr, Before appiyiog the specified test pressure,
all air shall be expelled froro rhe pipe.
C-7 "3" Pr:ocedure" Each valved sectlon of pipe shal.l be sLowly
fiLled with water to replace any lostl and the speclfied test Pressurer oea-
sured at the point. of l orrest elevation, shal1 be applled by means of a puop
connected to the pipe in a satisfactory manner.
The pump sha1l then be valved off, and the pressure shaLl be held ln the
line for the test period. At the end of the test period' the PunP shall be
operated uDtil the teat pressure is again attalned, The PunP suctlon shall
be in a bucket, barrel, or slmllar devlee. or: through a meter so that the
auount of water requlred to resEore the test pressur:e may be measured
accurately.
C-7 "4" I"eakage "teakage shali be deflneC as the quantity of sater
necessary to resrore the speclfled test pressr.lre at the ecd of the te8t period.
No plpe installation will bc accepted r,rnt.i 1 the I eakage is less than the nuD-
ber of gal1.ons per hour as determioed by the formuta following:
L ND IP)1i2
5 500
in which
L = allogable l eakage ln gaLlons per hour
N = nmber of joints in the length of pipe tested
D = noi.nal diamete!: of pipe in inches
P = average test pressure during the leakage test ln
pounds per s q.rrare ineh
G:7_.1.___Celfgg!&!-ol_ExgEs*qaye-teebege.. Should any tes t of plpe
laid disclose leakage gr:eater than that al"lowed under Iteo C-7"4 above, the
Contr:actor shall, at his own expense, locate and repair the defective joints
or pipe until. the leakage is within the specified allowance"
C-8" S!e_r:!!Eqr:!qL Sterilization of new lines shall be
Contractor prior to connectlon Eo fhe exlsting system,
compl.eted by the
Prior t'o chlor:inatlon, all dirt and forelgn matter shall be flushed fron
the Ilne. Water shal1 then be fed slowly into the oew llne with chlorlne
applled ln aoounts to produce a dosage of r+0 to 50 ppn" Treated water shall
be r:etalned ln the ptpe for: at least 8 hours. A residual of not less than
5 pprn shall be produced ln all parts of the line after the 8-hour perl.od has
q?
elapsed.
The chlorlnatlng agent sha11 be elther a liquid chlorine gas-water Elx-
ture, dlrect-fed chlorine gas, or a calcl.rm hypochlorlte and water Eoisture.
Chlorine gas-rrater mixture shall be applied by means of a solutlon-feed
chlorinating devlce. Chlorine gas shall be fed directly fron a chlorine cylln-
der equlpped with suitable device for: regulating the raEe of flow aud provld-
lng for effective diffusion of gas within the pipe. Calciurn hypochlorlte
shal1 be simil.ar and equal to coxmercial products koown as II.T.E., Per:chloron,
or Maxochlor. A solution conslsting of 5 percent powder to 95 percent vater
by weight should be prepared. The calclum hypochlorlte and water Dixture,
f :st made into a paste and then thinned to a s1urry, shall be lnjected or
pumped into the nerdly laid line under the condltions specified hereinbefore,
The nethod of placing concentrated quantlties of cormerclal sterl.lizer6
1n the line as lt ls being lald 1s not a satlsfactory method of sterilizatlon
and w111 not be permitted.
During the chlorinatioB process, a1.1 valves ln the maln llne sha1l be
operated.
After chlorination, the water shall" be flushed froE the line at its
extremities untl1 Ehe rrater tests are equal chemlcally and bacteriol og ically
to those of the permanent source of supply"
RECOMXENDED EXPENDITT'RE fOT thC I965 MEPIDIAN
RECREATION PROGRAM - JUNE I to AUGUST I
SA LAR IES
POS iII ON & EXPLANATIONNAME
Frank Cha r I ton
Janice Hi tt I ei der
Vlanda Bolen
Barbara Cox
Bi I I Cox
Rex Everi st
Pat B rown
Jim S I aughter
John Snodgrass
Ga le Ooores
Terry Pi tki n
Bus 0river
Equi pment Expendi t ure
Di rector--S 100 per wk.
and Mi I eage
Tenni s and Softbal I Instructor
S l.25 per hour
Tennis Instructor S1.00 per hour
Playground Instructor $2! per wk.
Smal I games organiser and
supirvi.o. 5t.oo p", fibtp
Basebal I Coach (two team! ) S1.00
per hour
Basebal l Coach S1.00 per hour
Easeball Coach $1.00 per hour
Basebal I Coach S1.00 per hour
Easeba'l I Coach S1.00 per hour
Basebal I Coach $1.00 per hour
$8.00 per day--2 days per week
AIlOUNT
93o.oo
40o. oo
285.00
225.00
200.00
225.00
I I 5.00
I r 5.00
I I 5.00
115.00
115.00
r 44.00
250.00
Total 3,234.00
PETITION
We the underslgned property owners, l-iving uithin a radius of ]0O feet
of 905 l{. Ist. Streetr do not object to Mrs Grovie Ennett operatirg a Beauty
Parlor in her home at the above address:r
Slgnature Address
x 91L 1,{eridian Street
School Dj.strict #2
x 829 Meridian Street
Earry D. Burke
Mabe Cairns
see at Va11ey Agency
a)n C^)-,--t-o 817 lleridian street
W=--/,
/^) ...1r-zt )l2 l,Jest Idaho
duso BueC\./
m.x // /z/.4 1O5 liest Idaho
George Da s
x
Glenn Karns
rv Ali tihit
IE . Monlux
Mrs .W. E. I,ant
t 81] lrrest lst. street
101 Uest Pine Ave.
x 8 &80 l/est 2nd. Strect
Lives at 15 E. State
821 west 2nd. Street
rY)4--A * (8 tsl;L. R. Blai-r
x 8rO West 2nd. Street
x
)"'tr)rn-hj--,/
Ton zeno! /,
L L
'J--
128 Uest Idaho Ave.
2O5 West Pine
I
,
\/Jnature Page 2 Addre s er.-z
815 west 2nd. StreetX
O " .: /- t/(IZa- -//*^"L/E11a Strobel
x ln^- fr-,** c.z',-y-ee1 l! West Pine Ave.
llrs. frnest Colyeli
x fllL. //,",*/A/zo--L40 west Pine Ave.vlisi{ Harn /
* 4a *r/:ru-lOJ llest 2nd. Street
ry Whittle ffi
921 West 2nd. Street
Aubrey K. Smith Lives at 1118 E. 4ttr. st.
r 4\\.u- a-^.^.-!,P14 West 2nd. Street
CarI Goodvin
x 922 Uest 2nd. StreetXA. Hixon Lives--unknown
9f9 West 1st. Street
Me Elfis
X A.nA-a / t].l---/*i)-o--,..--^,-t1I West 1st. Street
C. T. Adans
x
C
.4,1-
Rev. 10- 64
Section No.
1.01 .
1.02.
1.03.
L.04.
r.05.
1"06.
L .07 "1.08.
1.09.
1.10.
1.11.
t.12.
1.13.
1.14.
1.15.
1.16.
L,L7 ,
L 18.
1.19.
1.20.
1" 21 .
r .22.
t.23.
t.24
"| "25.t"26.
1.28.
L.29,
r. JU.
1.31 .
L.32.
t.34.
1.35.
L.36.
L.37.
1.38.
1.39.
1.40.
1 .41 .
L.42"
1.43.
1 .44.
1.45.
L.46
GENERAI CONDITIONS OF COMRACT
Definitions
ExecuEion, Correlation and Intent of Docr.ments
Design, Drawings and Instructions
Verbal Agreement s
Copies of Dralrings Furnished
order of Cotrpletion
Ownership of Drawings
Subsoll Condit ions
Materials, Appl iances
Royalties and Patent s
Surveys, Permits and Regulations
Protection of the Public and of Work and Property
lnspectlon of l{ork
Superlntendence
Changes in the Work
Selectlon of Equipment by Ovmer
Extenslon of Time
Cl alms for Extra Cost
Varlation in Number of Units
Force Account Work
Deductions for Uncorrected l{ork
Correction of Work Before Final Pa)ment
Li quidated Dsmages
Reports, Records and Data
Suspension of Work
The Ownerrs Right to Terminate Contract
Contractorrs Right to Stop Work or Terminate Contract
Removal of Equipment
Use of Conpleted Port ions
Pa)ments llithheld Prior to Final Acceptance of l{ork
Indemnity
Damages
Liens
As s igrullent
Rights of Various Interests
Separate Cont rac t s
Sub conl ract ors
Engineer' s St atus
Engineer's Decisions
Arbltration
Linds for Work
Cleaning Up
Publ lc Safety and Convenience
Crossing Util ities
Sanitary Provis ions
CharacEer of tforknen
3
Rev.10-64
GENERAT CONDITIONS OF CONTRACT
b. The Owner. The rrOwner is the Owner named in the contract documents'
Section I 0l Definitions
e The contract Documents, The "Contractual Documentsrt shalL include the ad-
vertFent; the notice Eo bidders; the Contract
qualifications; the writte,t "gl."t'"t't between the Owner and the Contractor; the
,ioii"" ,o p.oc".d; the bonds. Seneral specifications' special provisions' tech-
nical specifications. addenda, plans and drawings by the Engineer- including any
suppleurental drawingsi and, those rn'orking drawings submitted by the Contractor
".rL'"pproved by the Engineer lncluding any manufacturer's working drawings of
equipment for permanent instalLation in this Project The contractual documents
taken collectively, and that in the aggregate, are understood and agreed to con-
sEitute one 1ega1 lnstrument IE is the intent to make all these documents com-
pli*"rra..y and explanatory of each other- and :?:h t"d every one of lhese documents
isapartofthecontractandincludesallmodificationsthereofincorPoratedinto
Ehe contracts before their execution'
c. The Enginee!" Wherever in Ehis contract the \'rord "Engineert' is used it shaLl
be understood to be referring to the Engineer of the owner, acEing personaLly or
through any assistants duly luthorized in writing for such act by Ehe Engineer'
d !!!psgr.. The Eerm rrtnspectorrr shaLl be used to designate an authorized
representative of the Engineer assigned lo Take any or all necessary-inspection
of the work and materiali furnished by the Contractor and his authoriEy is
definitely restricted to tbose functions
The term 'rContractorrr sha11 designate the corPoration'
I who enters into an agreement for the Perforrnance of
and contempLared in the plans and specifications
e. Contractor
f. subcontractor, The term "subcontractorrr as employed herein includes only
those having a direct contract with the CoDtractor and it includes one who fur-
nishes material , worked to a sPecial design according to the plans and specifica-
tions of this work but does noi include one who merely furnishes material not so
\rorked t
g surety The term rrsurety't sha11 mean Ehose corPorations or individuals who
areboundwithandfortheContractorandareprimarilyliablefortheProPer
performance of this contract and for the Payment of wages and materials' The
approval of financial .esfonsiUllity "I tl: Surety and the actual terms of the
Uona ,lff be treated under a separate heading
ship or individua
tract as out 1 ined
h Work The term "Workrr of
1 aboillaterial s, equiPment,
complete this con t rac t
the Contractor or the
t ran sportat ion and all
Partner-this con-
Subcontractor sha1l include
other facil iEies necessary to
i. Plans 4!!LDI3!IEg9 The "Plans and Drawings'r shalL consisE of the drawings
and the reproduction ot at"'i"g" Pertaining to the construction or details of
this work included in ttris .orrir".t as prePared or approved by the Engineer and
officially given to the Contractor gli lrorking at"iogs are subjecE to approval
of the Engineer
.10
j.
de
of
ma
Written Not i ce
I ivered in perso
the co rporat ion
il to the last bu
rrllritten Notice" shall be deemed to have been duly served if
n to the individual or to a member of Lhe firm or to an officer
for whom it is intended or if delivered at or sent by registered
siness address known to him vrho gives the notice
Section 1.02. Execution, Correlation and lntent of Documents
The agreement shalL be signed in quadrupLicate by the o'rner and the contractor.
The contract documents are complimentary and what is called for by one
as bindlng as if caLled for by all. In case of conflict between Plans
cifications, the specifications shaLl govern
shal1 be
and spe -
Section 1.03. Design, Drawings and lnstructions
It is agreed that the Owner \diI1 be responsible for the adequacy and sufficiency of
the plans and specifications. The owner, through the Engineer, or the Engineer as
the Owner's representative, shalI furnish plans and specifications which completely
represent the requirements of the work as far as practical !o be Performed under
thl contract. All such drawings and instructions sha1l be consistent with the
contract documents and sha11 be true developments thereof. In the cases of lump
sr.El contracts, plans and specifications which compLetely rePresent the work to be
done shall be furnished prior to the time of entering into the contracE. The Engi-
neer may, during the life of the contract, and in accordance with secrion 1.15'
i-ssue additional instructions, by means of drawings or otherwise, necessary to
ilLustrate changes in the work
Section 1.04. Verbal Agreement s
No verbal agreemen t
Owner either b efore
any of the terms or
con t rac t
or conversation with any officer, agent' or employee of the
or after execution of this contract, shall affect or modify
obligations contained in any of the documents cornprising said
Section 1.05. Copies of Drawings Purnished
Unless ot.herwise provided 1n the contract
the Contractor, free of charge, three (l)
for the execution of the work- Additional
the Engineer to the Contractor.
documents, the Eogineer will furnish to
copies of drawings and specifications
copies \riL1 be furnished at cost bY
Section 1.06, Order of ComPletion
The contractor shal1 submit, within five (5) days after lhe award of the contract'
a proposed progress schedule 1n a reproducible form The proposed progress
sci]"arte suLmitted by the Contractor shal 1 be subject to the aPProval of the Engi-
neer and the Owner. The Contractor sha1l perform Lhe work in accordance vith the
approved progress schedule Further, the contractor shalI submit to the Engineer
"rtn ,ontt, within five (5) days of the end of each estimate period, a copy of the
:1"1
A1 I
not
are
are
approved progress schedule 6ho\4,ing the relation of the completed work to Ehat ofthe proposed progress schedule The proposed progress schedule shalI show theorder in which the contractor proposes to carry on the ,^,ork with dates at whichthe Contractor will start the several parts of the h,ork and the estimated datesof completion of the several parts,
Section I 07. Ownership of Drawings
drawings, specifications and copies thereof furnished by Ehe Engineer shallbe reused on other work, and, with the exception of the signed conEract., setsto be returned to him on request, at the c@npletion of the work. A11 xnodelsthe property of the Owner.
Sect ion 1.08. Subsoil Conditions
The Owner shal 1 not be responsible should the subsoil conditions be found todiffer materially from those indicated by logs of test borings and/or records
made by other methods of underground exploration. No verbal agreement or con-versation with any officer, agent or ernployee of the O\{ner, either before orafter the execution of this contract, shal1 affect or modify any of the terms_
Sect ion 109 Materi;rls, appl iances
Unless otherwise stipulated, the Contractor sha11 provide and pay for al 1ma-terials, 1abor, water, tools, equipment, 1ight, powerr transportation and otherfacilit.ies necessary for the execution and con':pletion of the work. unless other-wise specified, al 1 materials incorporated in the perm_anent work shall be new andboth worknanship and materials shal 1 be of good quality The contractor shail, ifrequired, furnish satisfactory evidence as to the kind and quality of materials"
Section I 10 Royalties and Patents
The contractor shalI pay al 1 royalties and license fees. He shall defend all suitsor claims for infringement of dny patent rights and shal 1 save the owner harmless
from loss on account thereof excep! that the owner shali be responsible for all
such loss when a particular manufacturer, product, or process is specified by the
Ovmer.
Section I 11 S.rrveys. Permits and Regulations
unless other!.rise specified, the owner shal 1 furnish a1 I land surveys, base lines
and stakes for locating the principal coFponent parts of the \./ork togeEher ur,ith asuitable number of bench marks adjacent to the work. From the information pro-
vided by the olrner, the contractor shall develop and make al 1 detail surveys, lines
and elevations as he deems necessary. Permits and licenses of a temporary nature
necessary for the prosecution of the work shal 1 be secured and paid for by thecontractor Permits, licenses and easements for permanent structures or permanent
changes in existing facilities sha11 be secured and paid for by the owner. unless
other\.ri s e specified.
'72
The contractor shal 1 give a1 L notices and comply with alL laws, ordinances, rulesand regulations bearing on lhe conduct of the work as drawn and specified. Ltthe contractor observes that the drawings and specifications are at variancetherewith' he shall promptly notify the Engineer in writing, and any necessary
changes shali be adjusted as provided in the contract for changes in the work.
The contractor shal1 carefully preserve bench marks, reference points and stakesand, in case of willful or careless destruction, he shall be charged with Eheresulting expense of replacing same and shaLl be responsible for any mistakesthat may be caused by their unnecessary loss or disturbance.
Sectisn 1.12, Protection of the public and of Work and property
The Confractor shall provide and maintain all necessary r^?af chmen, flagmen,barricades, red lights and warning signs and take aII necessary precautions forthe protection of the public. He shalL continuously maintain adequate protectionof al I work from darnage, and shall take all reasonable precautions to piotect theownerrs property from injury or loss arising in connection with this contract
He shal 1 make good any damage, injury or loss to his work and to the property ofthe olrner resulting from lack of reasonable protective precautions, except suchas uray be due to errors in the contract documents, or caused by agents oremployees of the ovner. He shal1 adequately protect adjacent private and publicprof,erty, as provided by 1aw and the contract documents.
In an emergency affecting the safety of life or of the work or of adjoining, pro_perty, the Contractor is, ra,ithout special instructions or authorization fron theEngineer' hereby permitted to act at his discretion to prevent such threateningloss or injury. He shall also so act, without appeal , if so authorized or in-structed by the Engineer
Any compensation claimed by the Contractor on
determined by agreernent or by arbitration.
account of emergency work, shal1 be
Section 1.13. Inspection of l{ork
The Omer
vision of
sha11 provide sufficient
the work.
competent engineering personnel for the super-
The Engineer and his repre sen tat i.ve s shal 1 at all times have
whenever it is in preparation or progress, and the Contractorper facilities for such access and for inspection,
access
sha11
t o the irork
p rovi de pro-
ff the specifications, the Engineer's instructions, Laws, ordinances, or anypublic authority require any work to be specially tested or approved, the Con_tractor shal1 give the Engineer timeLy notice of its readiness for inspection, andif the inspection is by another authority other than the Engineer, of ihe datefixed for such inspection. Inspections by the Engineer shail be iromptly made,and where practicable at the source of supply. If any work shouli be-covered up\a'ithout approval or consent of the Engineer, it must, if required by the Engineer,be uncovered for examination and properry restored at the contract.or's expense.
if so ordered, theRe-inspection of any work may be ordered by the Engineer, and
-13
work must. be uncovered by the Contractor. If such work is found to be in accord-
ance with the contract documents, the Owner shall pay lhe cost of re-insPection
andreplacementlfsuchworkisnotinaccordancewiththecontractdocuments'
the Contractor sha11 pay such cost.
Section 1 .14. Super i nt endenc e
The contractor shall keep on his work during its progress, a comPetent suPerin-
tendent and any necessary assistants' all satisfactory to the Engineer' The
superintendent sha11 represenE the contractor in his absence and all direclions
giren to hirn shall be binding as if given to the Contractor' ImPortant direc-
Iions shall irmnediately be confirmed in writing to the Contractor. Other direc-
tions shall be confirmed on rdritten request in each case. The contractor shall
give sufficient suPerintendence to the work, using his best skill and altention'
If the Contractor, in the course of the work. finds any discrepancy betveen the
plans and the physical condit ions of the Iocality, or any errors or ornissions in
ihe plar" o. itt it" layout as given by survey points and instructions' he shall
im.neiiately inform the Engineer, in writing, and the Engineer shal1 promptly
verifytheSame.n.nyworkdoneaftersuchdiscovery,untilauthorized,willbe
done at the Contractor's risk.
Section 1 15. Changes in the Work
The o\dner, uithout invalidating the contract, may order additions to or deductions
from the work, the contract sum being adjusred accordingly' Any claio for exten-
sion of time caused thereby shall be adjusted at the time of ordering such change'
In giving in;tructions, the Engineer shal1 have authority to make changes in the
work not inconslstent h,ith the PurPose of the work. The Engineer sha1l further
haveauthoritytoissuerrrittenchangeorders.ExcePtinanemergencyendangering
life and proPerty' rro extra work or change shal1 be made unless in pursuance of
such wririen order, and no claim for an addition to the contract sum shall be
valid unless the additional work uas so ordered'
The Contractor shall proceed with the work as changed and the value of any such
extra riork or change shal1 be determined as provided for ln the agreement
Section 1.16. Selection of EquiPment by Owner
If the Owner or his agent
st a11ed, Cont ract or shall
the plans and specifications'
performance.
rves the sole right to select equiPment to be
esponsible only for its installation according
and shall not be held 1iab1e for its oPerating
rese
be r
in-
Eo
Sect ion 1 .17 Extens ion of Time
TheperiodoftimeforcompletionsetforthinEheagreemenEshallbeextendedin
a*o.lr,t eqtrrl to lime lost iue to causes which could noE have been foreseen or be-
yond the control of the Contractor' and which r'rere not the result of his fault'
'14
negligence, or deliberate act. Exlension of time for completion shal1 also be
allowed for delays in the progress of the work caused by any act or omission on
the part of the owner or his employees, or by other contractors employed by the
Owner, or delay due to an act of the governnent, or for any delay ln the furnish-
ing of plans and necessary information by the Engineer, or for any other cause
which in the opinion of lhe Engineer entitles the Contractor to an extension of
time. Strikes and labor disputes shalI be cause for an extension of time.
Section 1.18. Claims for Extra Cost
If the Contractor claims that any instructions by drawings or otherwise issued
after the date of the contract involved extra cost under the contract. he shal 1
give the Engineer \n,ritten notice thereof vlithin one day, after the receipt of
such instructions, and in any event before proceeding to execute the work, except
emerSency endangering life or property, and the procedure shalL then be as pro-
vided for changes in the \./ork No such claim shall be val id unless so made.
Extra work not included in the proposal but authorlzed after the date of the con-
tract that cannot be classified as coming under any of the contract units may be
done at mutually agreed upon unit prices, or on a lurnp sum basis, or under the
provisions of Section 1.20, rrForce Account I{ork "
Section I 19. Variation in Number of Units
Should the number of units of completed work of any iEem included in the unit price
schedule classified as a major itern vary trdenty-five (25) per cent frdn the number
of units stated in said schedule either the owner or the Contractor may request a
revision of the unit price for the item so affected. Under such conditions an
equitable revision of the price shall be made. A major item under the meaning of
this provision is defined as any item equal to or greater than ten (10) per cent
of the total contract.
Sect ion 1 , 20 Force Account Work
lf the Engineer orders, in L,riting, the performance of any work not covered by the
plans or included in the specifications, and for which no item in the contract is
provided, and for which no unit price or l ump sum basis can be agreed upon, then
such extra work shal 1 be done on a cost -plus-percentage basi.s of payment as
fo1 l ows :
a The Contractor shal L be reimbursed for al 1 co6ts incurred
and sha11 receive an additional pa)'rnent of seven (7) per cent
cover his indirect overhead costs, plus ei-ght (8) per cent of
indirect overhead, as his fee
in doing the work,
of all such cost to
al l cost, including
b The term rrcostrr sha11 cover all payroLl charges for: men employed and super-
vision required under the specific order, together with aLl workmen's compensation,
social security, pension and retirement allovrances and social insurance, or other
regular payroll charges on sane; the cost of all material and supplies required of
either temporary or peroanent characteri rental of all power-driven equipment at
agreed upon rates, together with cosE of fuel and supply charges on samet and any
-15
other costs incurred by Ehe Contractor asif approved by the Engineer.
a direct resuLt of executing the order,
c. The cost of the work done each day shall be submitled to the Engineer in asati.sfactory form on the succeeding day, and shall be approved by him or adjustedat once.
d. Monthly payments of aL1 charges for force account work in any one month shal1
be made in fuI1 on or before the fifteenth (l5th) of the succeeding monEh. Thosepa)ments sha11 include the full amount of fee earned on the cost of the work done.
Section 1.21 . Deductions for Uncorrected Work
ff the Engineer deems it inexpedient Eo correct work that has been damaged orthat rr,as not done in accordance $?ith the contrac!, an equitable deducEion fromthe contract price shall be made therefor.
Section 1.22. Correction of Work Before Final pa)ment
The contractor shall promptly remove from the premises all materials condemned bythe Engineer as failing to meet contract requirements, whether incorporated in thework or not, and the contractor shaLl promptly replace and re-execuEe his own workin accordance with the conEract and wilhout expense to Ehe owner and shall bearthe expense of making good alI work of other contractors destroyed or damaged by
such removal or replacement.
If the Contractor does not remove such condemned \dork and materials as
as possible, after rrritten notice, the Or^7ner may remove them and storeterial at the expense of the Contractor.
prompt ly
the ma-
Section 1.23. Liquidated Damages
rt is hereby understood and mutualLy agreed by and between the conlractor and the
owner that the date of beginning and time for completion, as specified in thecontract of the work to be done hereunder, are essential conditions of this con-tract; and it is further mulual1y understood and agreed that the work embraced inthis contract shalL be comraenced on a date to be specified in the Notice to
Proceed
The contractor agrees that said work shal-l be prosecuted regularly, diligently,
and uninterruptedly at such rate of progress as will insure fu11 completionthereof lrithin the specified time. It is expressly understood and agreed by and
bet\^,een the Contractor and the Owner that the time for compleEion of the work
described herein is a reasonable time for the completion of the same, taking inloconsideration the average climatic range and usuaL industrial conditions prevailingin this locality lf the said contractor shaLl neglect, fai1, or refuse to com-plete the work within the time herein specified or any proper extension thereofgranted by the Or^rner, then the ContracEor does hereby agree, as a part considera-tion for the awarding of this contract, to pay to the olrner the amount specifiedin the contract, not as a penaLty, but as liquidated damages for such breach ofcontract as hereinafter set forth for each and every calendar day that Ehe
'16
Contractor shal 1 be in
compl e t ing the work.
default after the time stipulated in the contract for
The said amount is fixed and agreed upon by and between the contractor and theowner because of the impracticability and difficuLty of fixing and ascertainingthe actual damages that the owner would sustain in such an event and said anoun!is agreed to be lhe amount of damages which the Owner would sustain and saidamount shall be retained from time to time by the owner from periodicar estima.esas a part of retainage to insure proper completion of the project.
rE is further agreed that t irne is of the essence of each and every portion of thiscontract and of the specifica!ions wherein a definite and certain length of tirueis fixed for Ehe performance of any act whatsoever, and where under the conEractadditional time is allor,red for the completion of any work, a new time limit fixedby such extension shall be of the essence of this contract.
The owner is authorized to use such Iiquidated damages to pay additionar costsResident Engi.neering and/or rnspection and such oEher costs as are incurred asresult of the delay in completion of the project \.,ithin the specified conEracttime limit.
te the work rrithin the number of calendar days stiputaEed in theing extensions granted thereto, shalI entitle the O\a,ne r to deducEue to the Contractor as ILiquidated Damages" an amount equal tofor each caLendar day of delay in the completion of the work.
for
a
Failure to comp 1e
agreement, includ
from the moneys d
tn oo$
Section 1.24. Reports, Records and Data
The contractor shall submit to the or,rner such schedule of quantiEies and costs,Progress schedules, payrolls, reports, estimates, recor<is and other data as the0wner may request concerning work performed or to be performed under thiscontract.
Section 1,25. Suspenslon of Work
The 0wner may at any time suspend the work, or any part thereof, by giving five(5) days notice to the contractor in writing of such suspension of wJrk. TheConEractor shall resume \rork \rithin ten (10) days after the date established forresuming work as fixed in an additional written notice from the owner to thecontractor authorizing resumption of work. The olrner shall reimburse the con-tractor for expense incurred by the contractor in connecEion wilh the work underthis contract as a result of such suspension
Section 1 26 The Owner,s Right to Terminate Contract
1f the contractor shourd be adjudged a bankrupt, or if he should make a generalassiBnment for the benefit of his crediEors, or if a receiver should be ap_pointed on account of his insolvencyr or if he should persistenEry or repeatedlyrefuse or should fail. except in cases for r,,rhich extensions of time are provided,to supply enough properly skilLed workmen or proper materials, or if he shouldfail to make prompt payments to subcontractors or for material or 1abor, or
-17
persistently disregard lau,s, or ordinances or the instructions of the EnBineer,
or otherwise be guilty of a substantial violation of any provision of the con-
tract, then the Ora,ner, upon the \,/ritten notice of the Engineer that sufficient
cause exists to justify such action may, without prejudice to any other right
or remedy and after giving the Contractor seven (7) days written notice, termin-
ate the empl o)'rnent of the Contractor and take possession of the premises and of
all materials, tools and appliances thereon and finish the \rork by whatever meth-
od he may deem expedient. In such case the ConEractor shal 1 not be entiEled to
receive any further pa)rynent until Ehe work is finished, If the unpaid balance
of the contract price shall exceed the expense of f i.nishing the work, incLuding
compensation for additional manageriaL and administrative services! such excess
shal1 be paid to the Contractor. If such expense shall exceed such unpaid ba1-
ance, the Contractor shalI pay the difference !o the O\tner, The expense incurred
by the Owner herein provided, and the damage incurred through the Contractorrs
default, shalL be determined by the Engineer
Where the contract has been terminated by the owner, said termination shall not
affect or terminale any of the rights of the Owner as against the Contractor or
his surety then existing or which may thereafter accrue because of such default.
Any retention or payment of moneys by the Owner due the Contractor under lhe
terms of the contract, shall not reLease the Contractor or his surety from 1ia-
bility for his default.
Section I 27. Contractorrs RighE to Stop Work or Terminate Contract
Contractor may suspend work or terminate contract upon ten (10) days \^Iritten
notice to the O\,rner and Ehe Engineer for any of the foLlowing reasons:
a. If an order of any court or other public authority caused lhe work
stopped or suspended for a period of nineLy (90) days through no act or
of the Contractor or his employees
b If
chirty
of the
to be
fauL t
the Engineer should fail to act upon any request for pa)rnent within
(30) days after it is presented in accordance with Ehe general conditions
contract.
c. If the Owner shouLd fail to
(30) days after its approval by
uPon any request for pa)Tnent within thirty
Engineer.
the Contractor any sum within sixty (60) days
act
the
d. If the
after it s
Owner shall fail to pay
arl,ard by arbitrators.
Section 1,,28 Removal of Equipment
In the case of termination of this contract before completion for any cause
whatever, the Contractor, if nofified to do so by the Owner, shall promPtly re-
move any part or at1 of his equipment or supplies from the proPerty of the o\tner"
failing whj.ch the Owner shal L have the right to remove such equipmenr and sup-
plies at the expense of the Contractor.
-18
{
Section 1,29. Use of Completed Portions
The Or^'ner may, at any fime during progress of the work, after written notice to
the Contractor, take over and place in service any completed portions of the
work whi.ch are ready for service, aLthough the entire work of the contracE is
not ful1y completed, and notwithstanding the time for completion of the entire
work or such portions which may not be expired. In such case, the Omer shalL
issue certificates of acceptance for such portions of the work, but such taking
possession thereof shall not be deemed an acceptance of any other portions of
the work, nor of any incompleted portions, nor of any work not completed in
accordance with the contract documents. If such prior use increases the cosE of
or delays the nork, Ehe Contractor shall be entitled to such extra csrlpensation
or extension of time, or both, as determined by the Engineer.
Section I.30 Paymenfs Withheld Prior to Final Acceptance of l.Iork
The Owner may withhold or, on account of subsequently discovered evidence,
nuliify the whole or part of any certificate of payment to such extenE as may be
necessary to protect himself from loss on account of:
b. Claims filed or reasonable evidence
other parties against the Contractor,
indicating pubLic filing of claims by
c. Failure of the Contractor to make pa)ments properly to subcontractors or for
material or I abor.
d" Danage to another contractor.
I^Ihen the above grounds are removed or lhe Contractor provides
satisfactory to the Owner which will proEecE Ehe Owner in the
payment shal 1 be made for amounts \rithheld because of them-
a surety bond
amount withheld,
Section 1.3I. Indemnity
The Contractor and his sureties shall indemnify and save harmless the Or.rner andall its officers, agents, and employees from all suits, actions or claims of any
character, name and description broughE for on account of any injuries or damages
received or sustained by any person or persons or property, on account of any
ne81i8ent act or fault of Contractor, his agents or employees, in the execution
of said contract; or on account of the failure of the Contractor to provide neces-
sary barricades, warning lights, signs or flagmen; and will be required to pay
any judgment, with costs, \,hich may be obtained against the Owner growing out of
such injury or damage.
The Contractor shal'l , unless otherwise specified, uaintain and pay for such in-
surance, issued in the name of the Owner, as will protect Ehe Owner from contin-
gent liability under this contract, and the Ownerrs right to enforce against the
Contractor any provision of this articLe shall be contingent upon the full com-
pliance by the Owner with the terms of such insurance policy or policiesl a copy
of which shall be deposited with the Ovner, upon the Ownerrs request for same.
1,9
a. Defective rnork not remedied.
Section 1.32. Damages
tf either party to this contract should suffer injury or damage in any manner
because of any wrongful ac! or neglect of the other party or of anyone employed
by him, then he shall be reimbursed by the other party for such damage.
Notice of peoding claim for any such reimbursement shaLl be made in writing to
the party liable wiEhin a reasonable time of the first observance of such damage,
and the claim shalL be fiLed and adjusted previous to the time of final payment,
(by agreement or by arbitration).
Section 1 . 33. Liens
Neither the final payment nor any part of the retained percentage shall become
due until the Contractor shal1 deliver to the O\,,m e r a complete release of aL1
claims or liens arising out of this contract, or receipts in full in lieu thereof
and, if required in either case, an affidavit that so far as he has kno\n,Ledge or
information the release and receipts include all the labor and materiaLs for which
a lien or claim could be filed; but the Contractor may, lf any subcontractor
refuses to furnish a release or receipt in fuL1, furnish a bond satisfactory to
the Owner, to indemnify the Owner against any claim or lien (in cases where such
pa),nent is not already guaranteed by surety bond). If any claim or lien remains
unsatisfied after all payments are made, the ConEractor shaLl refund to the Owner
a1l moneys that the latter may be compelLed to pay in discharging such a Lien,
including all costs and a reasonable attorney's fee.
Section 1.34. Assignment
The Contractor shalL not assign the contract or sublet it as a whole or in part
without the written consent of the Owner, nor shal1 the Contractor assign any
moneys due or to become due to him hereunder. without the previous uritten con-
sent of the Ovner. Assigning or subLetting the contract sha1l not relieve the
Contractor or his surety from any contract obLigations-
Section 1.35,. Rights of Various Interests
Wher:ever work being done by the Owner's forces or by other contractors is con-
tiguous to work covered by this contract, the respeclive riShts of the various
interests involved sha11 be established by lhe Engineer, to secure Ehe completion
of the various portions of the \"rork in general harmony.
Section 1.36- Separate Contracts
The O\a,ner r:eserves the riSht to let other contracts in connection wiEh this work.
The Contractor sha11 afford other contractors reasonabLe oPportunity for the in-
troduction and sEorage of their materials and the execuEion of their work, and
shaLL property connect and coordinate his work irith theirs.
'20
as
of
Eo
Seclion 1.37, Subcontractors
The Contractor shal 1, as soon
notify the Engineer in \n,riting
the work, sai d subcontractors
possible after the signing of Ehe contract,
the names of aII proposed subcontractors for
be subject to the approval of the Engi.neer.
fulLy responsibLe to the Owner for the acts
and of persons either directly or indirectly
acts and omissions of persons directly em-
The Contractor agrees that he is as
and omissions of his subcontractors
employed by them, as he is for the
pl oyed by h im.
Nothing contained in the contract documents shall
between any subcontractor and the Owner
create any contractual relation
Section I " 38. Engineerrs Status
The Engineer shall have general coordination and direction of the work. He has
authority to stop Ehe work whenever such stoppage may be necessary to insure theproper execution of the contract He sha1l also have authority to reject aIL work
and materials which do not conform to the contract and to decide questions which
arise in the execution of the work.
Section 1" 39.. Englneerts Decisions
The Engineer shall give aLL orders and directions contempLated underthis contract
and specifications relaEive to the execution of the work. The Engineer shall deter-
mine the amount, quality, acceptability, and fitness of the several kinds of work
and materials which are to be paj.d for under this contract and shall decide a1lquestions which may arise in relation to said work and the construction thereof.
The Engineerrs estimates and decisions sha1l be final and conclusive, except asherein other\n,ise expressly provided. In case any question shall arise bet\,reen theparties hereto, relative to said contract or specifications, the determination ordecision of the Engineer shall be a condition precedent to the righE of the Con-tractor to receive any 1,oney or payment for work under this contract affected in
any manner or any extent by such question,
The Engineer sha11 decide the meaning and the intent of any portion of the speci-fications and of any plans or drawings for the same vhich may be found to be
obscure or to be in dispute Any difference or conflicts in regard to their work
which rnay arise between Contractor under this contract and other contractors
perforrning work for the Owner shal 1 be adjusted and determined by the Engineer.
The Engineer shall, upon presentation to him, make prompt decisions in writing on
all claims of the Owner or the Contractor and on all other matters relaling to lhe
execution and progress of the work or the interpretati.on of the contract
document s .
Sect i on 1.40. Arbitration
Should there be any dispute or any questioned decision of the Engineer which is
subject to arbitration, it shal1 be promptLy submitted to arbitraLion upon demand
-2t
by either party to the dispute. The Contractor shalL not delay the !'ork because
aibitration proceedings are pending unless he sha11 have written Permission from
the Engineer so to do and such delay shall not extend beyond the time when the
arbitrators shalL have opportunity to determine vTheLher the work shall continue
or be suspended pending decision by the arbitrators of such a dispute" Any
demand for arbitration shal1 be in writing and sha1l be delivered to the Engineer
and any adverse party either by personal de1 ivery or by registered mail addressed
to the last known address of each \,rithin Een (10) days of receipt of the Engineerrs
decision, and in no event after finaL pa1'rnenE has been made and accePted' subject'
however, to any express stiPulation to the contrary in the contract documents'
shouLd the Engineer fail \dithin a reasonabLe period to make a decision, a demand
for arbitration may then be made as if the Engineer's decision had been rendered
against the party demanding arbilration,
a, No one shall be qualified to act as an arbitrator who has, direclly or in-
directly, any financial interest in the contract oI \nho has any business or family
reLationship with the Owner, the Contractor, or the Engioeer, Each arbiErator
selected shal1 be qualified by experience and knowledge of the work involved in
the matter to be submitled to arbitratlon.
b. Arbitration shalL be in accordance with the procedure and standards of The
American Arbitration Association. A copy of the Procedure and standards of The
Anerican Arbitration Association is on file in the office of the Engineer.
Section 1"41 . Lands for Work
SecLion 1 .42. CLeaning UP
The ovner shal1 provide as indicated on the drawings and not later than the date
when needed by the Cootractor, the lands upon which the work under this contract
is to be done, rights of way for access to same. and such other lands which are
designated on the drawings for the use of the Contractor. Any delay in the fur-
nishing of these lands by the Owner shall be deemed proper cause for an equitable
adjustment in both contract price and time of completion.
The contractor shall provide at his own expense and lrithout liability to the
owner any additional land and access thereto that may be required for temPorary
construction facilities, or for storage of materials"
The Contractor shalL. as directed by the Engineer' remove at his own expense from
Ehe Owner!s property and from all public and private property all temporary
structures, i"ULi"t and waste materials resulting from his operations' This re-
quirement shall not apply to Property used for Permanent d'isposal of rubbish or
waste maEerials in accordance \,rith Pernission of such disposal Sranted to the
Contractor by the Owner thereof.
Section 1.43. Public Safety and Convenieoce
The Contractor shalL at all Eimes so conduct his work to insure the least possible
obstruction to traffic and lnconvenience Eo the general public and the residents
in the vicinity of the work and to insure the protection of persons and property
-22
in a manner satisfacEory to the Engineer. No road or street shall be closed tothe public except with the permission of the Engineer and proper governmental
aut hor i ty .
Fire hydrants on or adjacent to the work shall be kept accessibl.e to fire fighting
equipment at all times. Temporary provisions sha11 be made by the conlractor toinsure the use of sidewalks and the proper fuDctioning of all gutters, se,,rer in-lets, drain diEches and irrigation ditches which shall not be obstructed exceptas approved by the Engineer,
Section 1 .44. Crossing Utilities
when new construction crosses highways, roads, or streets or utiliEies under Ehejurisdiction of stater county, city or other public agency, public utility orprivate entity, the owner shal1 secure \./ritten permission from the proper author-ity before the contractor may start such new construction. A copy of this writtenpermission must be fiied roith the contractor before any work is done. The con-tractor wilL be required to furnish a release from the proper authority before
acceptance of the work
Section I.45. Sanitary Provisions
The contractor shal I provide and maintain such sanitary accommodations for theuse of his employees and those of his subcontracEors as may be necessary to complywith the requirements and regulations of the 1oca1 and sEate departmenls ofhealth and as directed by the Engineer.
Section 1"46. Character of Workmen
The contractor shal 1 at al I times be responsible for the conduct and disciplineof his employees and/or any subcontractor or persons employed by subcontractors.
A11 worlrnen must have sufficient knowledge, ski.I1 and experience to performproperly the r"rork assigned to him. Any foreruan or worknan employed by the Con-tractor or the subcontractor who, in the opinion of the Engineer, does not per-
form his work in a skilLful manner or appears to be incompetent, or to acE in adisorderly or inEemporate manner, shal1 at the lrritten request of the Engineerbe discharged irmnedi.ately and shalI not be employed again in any portion of thework without the approval of the Engineer.
i -?3
1955 EAST SrDl tltrE SE!J38, Lrrt srAlr0
cITr or utllDtratr, IDA c{xJrrT r lDlgo
.,i,,!I+,.'riii\ri'.'i r.;.
sEcrroH 2.01. DESCIIPII0| al{D scoPf, or uof,r.
ft 1. !b. Lt.Btl,oo of thtr CmCract to a.L. oart.lo r.r.r lqronrattrlrrh tho ..rrotrt ltrltr of tb. Ctt, ot lSrldt-, tdehq, .. outlh.d le tL.ldv.rtl..mt lcr Bld. od u rhora la rre deteil o tbr eccoqoyttg Drrlrj,
atlpolrS.d la thor g?.cttlc.tlGr Ga 6 th. tropo..l - Schc&tle of Itc cdH,er, rnl .. rry b. furthrr otd.rad bt tb. lottaoer ad 4grorrd b, tt *r.r.
fhr p1a drrteg rhorr thr grarrel ellgarat, loc.tfoa, alratlcr, 6d
chare !.!l.tls of thr pror.cE rort.
tbr lanrrl fotnrr of thtr sot*, rrc . ..ra!. lllt rt.tto, Gael.t , rltfi
t4, ltr..t lert ol pr...ar. dkohtrgr plpc.
ttr uort u.rar thl. Co6trr.t lnslsi.. furnlrhlog r!1 pl.lt, 1&or, rlulFnt,
erlta... | .rd r.t rlrl. rrqulrrd lor thr corttlnGtl6 ol tbr 196t Lrt tld. lrll
tr.r Lltt tt.tlc l[ tb. Clty of brldl.B, Ad. Couotr, Id&o. cqlet ad l!.trlr3 ...erA6c. rlth tb... Spoclttcrtlmr ad th. rpplle$h dtrfu[ ad rub-
,..3 !o Cb t r of th. coatr.ac.
SECEIOH 2.02. TIl,lU tOR C0HPL8TION O? C&iTtACt
ttr rott 3e b. tartor i urdes Shlr OEirrct rh.ll b. cesc.d rtlhtn ac
(10) crlodrr a.t, rtt.r tb. d.t of rrltC.r Eotlc. to proc..d h.a b.G d.rro toCt CGtrEt r by t'br Orarr.
lll rotk llcludllg brclllllhg, t.rthtr rad ftnet cl.6.rrp .h.11 b. c{F
pl.Cad rr,tllr rl0 crlradrr dtyr fro th. drt6 of Uotlcr to Proca.'d.
All I'* .h.ll b. coryLt d la r rrlcalll. r.--.a od rgprod by ttrbdlaar pllor t .ac.ptec. by ch. Cltr. fll .rtG316. rlll lot b. iEt.d
ercaOt .. ?r!rli.d fot lo tbr tlclrr.l Caalttlor of th. e6tr.ot.
3BgrIOil 2 .03. PAATIAL PAYI,GTTS
?artlal pr,r!!. rl11 trot br rrdr by th. Gra.r r. th. rorl paot!....a ipr.'la.d, b .v.a. th.t lf th. eo glatfoa or rcc.ptoc. of tha roal la d.Lyad
throrah oo lalt ef, tb. crrrtrrctor th. fi.Bar r.y, at hlr dl.crGttc' p., for
.o, p.rt ol th. c€rtr.ct coql.tad. Ib. celr.Gtor .t!i.. that to Pry.Gt rada
sdar thtr Co.craet, a:lapt tb. llul leyrot, rhrfl bc rvldrnce ol tha p.t-
lor.ocr of ahla Gooatact, .lth.r tu nbolr or 18 p!ra, .od lhrt uo pr,uotr rhrll
br cmrtrurd .. rca.?tG. of uarrtlrf,rctory yorL or r.t.rtrlt.
24
SECTIOil 2.04. ACCEPIANCE AHD IINAL PAIUENT
Ep6 tb. G€,?l.tloe of tb. r€r}' r€cosdtEB to tb. Catr.ct, th. lollla.r
aball G.rtll, to !h. Orl.E a ftarl ..tli.t. b$rd upol th. qurotltl.. rpprcrd
by th. ltrth-r ad coqutrd .ceordlBg to th. lurg ln prler aod ln th. Coa-
tr.ct, .bovl8t tb. totrl rott dme .. r.q!lr.d ed th. oor6t dr. Ch. Cotraatorttrtrlor. l1l grtor putl.l .rtl6.t a ed p.yrrtr .bal1 b. aubjact to eornactlc
1[ thG flnrl ..tlr.te .rd prrrBt. Upoa the rcc.?t8!a of thr coqh!.d hrk b,
tho (}ner, prrEt tn fnll, tftrr dtductlng th.r.tros r11 prcvtour p.r6t! Edlrt oth.r .&snt. to bG L.pt rad rctd,rcd uador thr provlrtoa. of thl. Coatrrct,rbrll be E aa to th. Catr.ctori prorldGd, tb.t b.for. Ed.lEt .uch flael grymt,
tba 0r! r rey rcqultr froo thc estr.ctor 3.ttrf.etory proof th.t r1l ddtr dsrlor L&gr, rat rfal3, ruppllcr, or toodt of rny hlad srd la or upos th. rotl by
3ha Catrrator or lhr lub€ootr.ctor Lrvr bren prld 1o !u11, ead r sotlca Frb-llrbod la lccorducr rlth th. plorl.la. of S.atloo 45-520 of r.hr Iddro Go&.
SECEI(X 2.05. SUSTENSTON Op PAYMEf,tS
lo ..ttr.t rhrll br prrprrrd or tll.d by thr Baglaor.! 161 .. a, otd.r
bt bh to cb. cortE.ccor ttr coqltGe. yltb 8h... $p.cllte.3l.o. rb.ll ro.la
uoelhd rlth, nor ehrll roy o.th.t. bc prrpcrd or llhd .r log er ay cteh
ar llo ttl.d or pBDa.cut.d .g.1,!.3 :hr ormrr ,.n oDofllct vlth tbo prwlriolr of
CLl. Cortrr3t rhell rr:rlo 6nr.tlrft.d.
SESrI(XI 2.06. DIS?OSAL OT sI'8PLUS I{A?EtrIALS
lh. orlar Rrarr?a. tb. rtrrt to d.rlgaetr th. rt.. for dlrlorhg of ay
.r!.a..raarltia r.t.r1.1 rttlla r s.dtc. of oar dlo trr thr Galtar of tta
paor.ct [d o..daltlanl pryaat rhrll br E d. to th. cortrlctor tor thlr hml.
h tha .rut tha or[.r rprclfll. !a, .r.. for dl.po.al of arcaa. crterlrl t
Cba CGtr.€tar ah.ll br hold r..p6.tbt for locrttng ruch ro rrlr. tro
.ddl3tstr 1 p.tr.at rl.1l bc D.da to tbG Contrreaor for thlr hanl.
SBCIIOT{ 2.O7. P VAILI}IC gAGg SCITEDULE
Iu rccordraee rlth g.ct16 4a-10O6, Idrho cod. (Supplom!) .. .a.ct.d bt tb.
Latlalrtlra ol ch. 8t t of lddro, ,abrnart 19, 19rr' th. d!18 r.ta r.t.., .l
o! lprtl, 196!, to br pald v.rlou. cltlrt of lebor .od rch.llct la thr porfor*-
rocr of thlt Coatr.ct, .r. tr lfutcd by tb. Dlp.at*rr! of L.bgr, Eteto of ldlho.
tt. contr.ctor sball errunr rll chant s to lebor coltr occlr loood by
cb8tar to ralr rcbrdul.r ardc rndetory b, 3t.tut.t durhg thr lttr ef thtr
CoECraGt, rod, furthrrrrr, the Coolraltor cotrpar.rttoa lor thlr Coatrect rbell
roC v.ry ar. 30 .uch GhroS.t, lf rsy, thrt E8y artr6 by statutory r.qsl!.ata.
SBCIIG 2.08. RIGETS OT WAY
ttr rcrr t?rovertr rr daatlratad oa tba p16. .r. to b. csaatnctad ln
rtlbtr cl:ry cd..rc!c. fgrEfuhod bt th. orB.r. tt. coets.clor rl.ll calhr
'25
bl,r rprntlou te tlrr rlShtr ol yr, !d a.a.rit. re d..ltlrtd a tta llea
rolaaa tha Cd3r.Gtor, .C hlr arDaoaa, 6bt.t[. thr rt3!t to Ea. adr.act pt 'part,lq rhlch cor trhr Coatrrctor ahtll 9ey all eorta tavolvrd ed ltrel cloa-upatrll b. tr.d. rr requlrod by !b... Speelflcrttoar.
SE TIOX 2.O9. LINES A.\tD CRIDES
Lia.r .[d gadro shall bc furalrbcd by thc Snglarer, ., prf,l.dad lng.ct16 1.11 of tb. €...!r1 CoBdllio.. The Contr.ctor rh.ll |1y. tha E glo..rql. lotlc. of tb. tlr aad plrcc rttrc l1acr rnd 3rrdor 1111 bc na.d!d. Allai*a., urhr, od raf.raoc. lalonrtlm ahr1l b! errcfully prtrcrred b, tbrGittaalcr; ra, tr c.... ol thlr errrlu. or rmac.a..r, A.ttnrctlon or rctrat
Ly hh or hlr rqloyrcr , .uch .t.La, rart l i tqd refercacr Lotcrr.3l6 rhrll hrrpl..rd by ttr lngt!..r .t tha Co[trrctor t a .rp.!tr. ltr. Crtraator thall ba
JaataialLl. f€r tb. tra.f.t to tha .trnatur. of, 3h. 118.. .td tradat .a a.t t,
aba In!l8a.r.
sBgrloti 2. 10. PEnFoRHAHCE 80t{D
tt. gorlt.ato".hrll lurEtrh s rur.ay boad of th. forE lncludrd h.rrrttb Lae -Eat .t la..t cqurl to th. totll moont of th. Prcpor.l .r racsrft, lor ttrfrtthlrt porlorrmcr of th. Ceotr.e; Ed p.F.ot of rll parroor cupplyllg lrborrd ltrtlrle lor tbr ec.tructlon of tbc lorL. Sdd bord thr1l b. larn d b, a
ar8rty c€op.s, .rrthorit.d to lr.u. rueh boada ltr tha ft.t. la rtlch th. rcrh 1.
ao ba p.rtcrrd rad brvteg r r.Gofil of rrrtcr r.tl.frctory Co th. Or!.r. ltr
bod rbrtl be la tolcc tor ool (l) yorr eftor thr drtr ol ftill p.tmt lor thrIltl !o adar .11 fr.reta.r at.kat drtectlvr rot*rorblg ed lrtarlrla, rod tor.rrh .ddltion.l tlr u ary br r.qulr.d by la for thr ftlhg ot clrlrr tor a -parrat of kbor, otrrirlr, ed aarlc.a. Ito t.rn ol th. PGrloslaca lotrd
rbrll bo .. rt.t.d ln thr Prtfonoc. Bood forr tncludod h th.t. Cmtr.ctDocca..
SECTION 2.11. UAIETEilNCE NqD GUAT.ATItsE
tb CclSrrtor har.by .lraaa Bo ral,., at hlr om .r?anra, ey rapatrl or
rql.amta .a& r.c.r.try b, dafact. ttr r.tatt.b or sorLanorhl,p .u$11.d b,
hh. Aa Cotraator rlto rjr..r to told tha or.Ear benl.tr lrol chll ol ot
Lbd *1rlrg tra dorgr ds. ao ..1d .hf.str. Th. co.tt.€tor rlrll l*. rl1
rrgrlrr ad rqlrcrernt! Dros?tl,, apoa rrcclpt of urlttaa srdrrr lor rar. lra
tbr Ea3laUr. Il lti Collractor fall. to a.kc th€ tcp.lr, rad rrplrccralrpraftlr, !b. Or.E.a nry do thr uorl, rad tbc Coltr.ctor aad hl. ,sr.ty rh.t1 ba
lteblr lor th. ccrt thrteof.
tt. gEtr.ater rh.ll plot cE tfu sorl rod lrtrrtrk tror dorgr d{. to th.
aatera el thr rott, thr rlmtr, oatalaraBara of othor coottacteaa, or lra
roy crl.. eh.aarrr urttl tha coql.tls .nd r.e.pt&c. ol thr rort. ltl 1o:r ot
d.rqat erlrleg frt of the [l:ur. o! 3ha ,.rL to b. dor ua.r tb... Coetr.lc
Doamta , or f roi uy e.6 obrtrncttol or datactt rhlch ury br cacotatrrr{*26
l,a thr ptonoutlm of thG rork or lroo th. .ct16 of thr chmta ahrll b.
atatrh.d bt th. coltr.ctor.
EIGttoil t.lr. @itPLrAncE qrrs gpEcrPrcAno:{s op uATEx.rAr.S oB EQUAL cl^Irts
Ull.re otbrtwfuc sprclftcelly grrt&d ta thc Sprclticrgloc. .11 rortrE-
thtp, .qutnr.Et r Ert.rtak, aad rrtlclor lnaorpor.iad tB th. rorL oov.r.d by tbla
Colttaat rs. to b. ol th. b6.i ryelleblr grrde of thalr r..p.ctlvo hhdr. !rha-
autl lo tlrc Spcrtflcetlorr Ey ,r.tcrful3, .rtlolor dovLce, prodnrt, !trta8.,tar!, tt?a of rantrrctta r rr ptocarr 1r ladlcetod or epaolfhd by palnt c!
praDfLatary Ea!., by oroq of ths Eeulasturtr, or by cotalog au6er, rueh
t?.c1f1crtt6. thill ba dead to b. u.ad for th6 purpore of ertablkhhg ertia.rd of quattty ed frcllttrtlag th. dercrtptloa of tho B.t.t.l.l or rroo..aaaaltad, ud rhetl bc ,lorud !o bG t.allat d t], th. YordB r "or rpprovd Gqsal.*
sBgrlox 2.14. ?of'gR
llactrlc porrr 1r relhblc fro thr ldrho Pr.r Cooprot od thr CsolrlctotaLlt r*a taresarE ntr fer rny pcr..r hr n y requlra for the eclatrBct16 o(
thla proJaet o{ pcy r1l corlr ltwolvad ia oocutlal .r.l ullng rlactrlc p*er.
;21
196' E ET SIDI ? rf, stffin LIm Sr tIAr
crrY o, lGuDLtx, ADA co[rTr, IDAso
SECIISI 3.01. GEIIER L
A. Scopa.lb. Cotractor rh.ll tu:trlrh .11 l.bor, E t.rirtl, 6d aqrtr,st
taaaaralt or r.qslr.d !o eoel.ta tha eork la all r.apaatr ra rhd! oo tha Phra,
., b.r.lr.ft r rprcllled. or bo3h, Errh rcettoa h.r.h.!t.r 1r dl,vtdrd, rdrrrr
.!pl^r.cab L, t[to a.ctloor corrlrtht o(r A, Scopr; D, urt.rt.ft i C, llarlrethl? iDd D, li...urcn3 &d P.y!aat. thtr rtbod k .ryloy.d to f,tollttrtr thr rort'
of, tba C6tr..tor la pr.p.rttg ht. lr.poa.l ead la follov1l, thc 8p.cltloatl6a
drrl,al oertnrctloa. lay gtGdlrd SpocMcettoea rofEtrd !o h.ralE ar. bcad .t
tb. ard o( thor ..ctl@! ,
All r.t.r.!c.. to th. totr l!tl{ r.f.r to 3t.nd.rd s?.clltc.tlon. or
htto(it of thr lrrlaa Soclrty tor ?.atlnx H.t.rt!l.. Ihr rrur.rr foll.*lag th.abrrvl.tla r.l.rr to th. .crl.l os*.r of th. p.ttllr.Bt ISTX Sp.cltlcrClon.hLaa o&.t 14. Dot d, rrfrrooor eo th.r. 9ted.ad Sprclflertlc. .r. ta b.
tb. lrt..t r.vl.toa of r.l.d Sprellteetlan,
!*._tprqt !-_9t Corrtstrqllgo. It. l. th. lrt.lti.m of th.r. Cctrrst Docs-El. tbrt Chr prcarerr of thr rort rhrll proaa.d la . ar.taratlc rao.r ro thr.l!tr cl lacavclroca v111 rrrrlt to thr publle la tLe oornr ol caaCrlcllon.C.?t ?. baalfill od el,ra-r, rh.lr. b. rcoql(rhcd.lt r tb. plpr h.. b..a
br7.et.d cd .tptrr.d.
Cl.s-u? o! r11 can:rrcEt[ dabrla, Gre]aal arca?atl,6, atcala ralarlal'... l
.od cql.t. Fra tor.tlaa of r11 hacrr, dttch.r, od rlrller ltar. .h.ll b. c6-pl.t d l-dlrtrly lollorht tlE fln.l brelllllta3 .Dd t..tlEl ol thr prcIurr
llre. rt. coitr.ctcr rhrll atocl?tla thr .rc.v.a.d tr.lch ..t.rkl .o .. to do
t!. l.aat daala co .dlrG.at .br.., cr focrr, rrgrrdl r of eh.th.r th.a. .r. oB
,rli.t gropart, or publtc rlght. of rrr. lll .rc.yrt d n t.rl.k rbrll bc r.-
rvrd lror tr.aaad rr[r, ad tbor rsrtecla ab.ll b. laft lE r coldttloe
rqolrrlot Co th.lr orlgloel rsrlrca rod l1.. lror rll rocl., f,r.r.l, bonL.ra,
or ottrr f,orrlp r.t.rlrI.
It 1a th. lataot of ah... Crtfact Doalrat. th.t tL. eatraatirr .h.11
prwtdr all labor od rqutpmt D.G.at.t, !e tr.d. &d iabCaltr ta r rrr.crbh
atrdlcla Cb. attrat, co nhlch soortrrraGl6 h.r b..n rst.'elt rhad ' 6ttl tlEal
..c.tt-.. ol tb. attr. pror.ct b, th. Clty. lttor to flnrl rocrptoc. ol tt
pror.ct, th. .ortrs. of th. .tr..t .h.tl b. rrplrcrd ral rheord rr dlrrctrd by
Ct. ll8fr-r.
G. Ie!|rtlttrr 8tIFctrrr . ad -gEllf t!gr. lbr eoatr.ctof .hrll .Dlal.. .11pallblr c]rtla to pr.yrEt dalr io arl.tl!3 atr.rctora. Ed 8tllttt ., t t.thal
*orrfrooJ or olclrond.
&, atfltclrr. ot utl1l!L. dr.|td b, tL. rcrt .hrll b. r.}alttd or t -plod tl . G..idl3lo!.qsrl to or b.ttrr th.s th. Goadlcta prlot tp tb. arE !..lrcL rprlr cr lrpleact .h.lt b. .ccqll.b.d .t th. Catra.trr r r .trrL.
?.8
vttbqrt .dditlo8.l co,ry.nr.tloE f toa th. Orn.r.
1!. Catte.cos .h.ll a.-r!ra cd r.pl.c. .11 f.ace. rt hla ora .Ec.idthst aaal,tloaal cop.tr.rttorr ltu thr Grarr. fh. Catt.ctor .hal1 raphc.
thor !r!:.. t! . coldlctoa .! pod or b.tt r thaa thdr orlglael ca6Altlot.It lntarLrlra polrrr pekr. tr lrpba poLr, gsy rlr.r, or oabor, art.oearl,.r.d, ch. Co6ts..tor rhrll lotlft r.h. Engtorot .t 1...3 thrrr (3) deTr h
aararaa of eantnctloa to p.rrlt ttrr;.taot. etth tb. Ettltt, c.Aey or ClC,
lora.a tor protactloo or rrloortloa ol lhr rhrctnrr. Such rtnctnrr. rlll rot
Lr mrldrnd to ht.rf.ra srl... tb.y .r. t,lthl! thrG. (t) f..t of th. tr.sclt
cGCar ltE..
lh. Conlsrelor rhell prot c! etl oxlrtlog bulldtot. ed dr.hrp trt
or otbrr l?rovcatr ed .l,at lrr ttGaa locrt.d vlthtn thr .artructlon ata. athlr orn .ipo.. rlthoot addttla.l a€q.a..tloo fro thc Grnrr. It th. Ca-
ttaGtor oearElarr crlr tlag . tructuraa t'tLch rt1l pra|?.qt th. eoat ttuctlca ot
trhr pr*rurr rilrcbrr;r plprlLao ad rtlch era aot lhffa c! th. tlarr ho rhell
l.ttl, thr irgtr{r brlorc cotlaul,lt dth tt. eonatractloo 1n ord.s thrt th.
&glrrr ly ulr ruch flrld rrrlrloar .r a.e....rt to wold cor(l{ct etth th.
arlatlat .tnrctr.r... fha co.! ol rrrltht or "dorm" tlr dull.!f, ruch f,lrld
raylrlo rb.ll b. bornr by tb. Cootr.ctor rlthodt addtllonrl coat to tha Ornar.
L th. Golta.ctor .h.11 lrtl to ro actlfy th. Bagla.ar rrh.q E arl.tltrS .tructtrr.
Il ncmt.lrd, bst lhall proca.d utth th. e@.tnEctlE d.rptta thta 1rc.rf.rBG.,
hr rhr1l do.o.t btr ora rlrt,.
D-._l-l!Lq_tglgtleg. Durht tb. progr.r. of coartnrcClor, lt fu Do..r.b L.
ttrt dairr r.loc.tloa. of thr ltnr lr7 br aoc..erry. ssch ralo€.llcla auall ba
rrdr oly by dlrrctlm of tb. En;ln l'. Ualorusra ob.tEatl6. .!!o[rtarad .a a
t aBlt ol rtrah raloc.tlor ylll Bat ba lrbj.ct. for elak for rllltlatt
sqall.tlo by th. eortrrltor to sy 8ra.t r .rt.a! tbe ro,nld hrw Lar th. c.r.
hd thr ob.trtretl6 breo oacorrtrrrd elcg th. orl8ltr.l locrt16.
E. Publl,e s.l.ty .nd Ceryarloq.. Ih. Cetr.ctor ehell c.ql, t lth .11
ru1.. ad r.ggl.alc. ol th. cltr .uthorltl.t r.trrdlll th. cll,.lng of thr puDll,c
.tr..t to ttr sao of publlc trrtfla. tL ?,6trrctot .b.11, rt e1l tli.t' oadlct
hk rort ao a. to rraEa. th. L.rt r€aalbl. ob.tr't Gtfqr to tsrttlc aDd lerr l
Fr.Elt.. ll oD.trsctlor rtt$a !r.nl.d ro.&..y. lh.ll b. ,rot ct.d b,
r0prd.d rl!!t , brrtlced.. , md llthtl rfiat. !.c.ta.ry ot 6rd.t d b, th. Botl ar
tor tbr f.fat, of thr trrcllag pdllc. lbr ecvmloc. of th. arar.l Dabllsrd r..tdtt. -a !h. psot.clls ot prrran ed prop.rt, tt of prlr l?ottac.
od rbrll bc prwldo{ lor by thr Contt.€tot h es edrqurtr od rettrtrctory
n@at.
lhr Geatrrctcr ah.1l a r"at, ra.aolabb procmtLa to ..t.lBca tha
p.r3m. [d pro?.rt, of th. tr.Y.lh8 puDli.c. lrllure of thr la3laot !o notll,
3ha CaBtraGtot to rrht.l! brrrlorJd, b.rrlar., lllhtt, fl.r.., or dmlrr ll3!.la
.trll -t [.11.". th. cattrctor lror hlr t rpolttblllty. illl barrlc.a.. ed
cbatn.cl6. rhell br prot.at.d .t otSht bt rttrtl lt8htt *ttch rhrtl br rdtrbly
dl.trlbBt d .trd h.pt but'rlag ttr .El.t to rBarl... trrrtc.da. lhrtl br of
lroatatlal cdra?r,llctf 6.
tt C t;..tot rllt b. r.Gflt{ te eorlhr cd.tnlctlc !t r.tla. tlcbtr
tlr e!... lor r,itlh Gr tr.otl6 airtmta hrr. b..a obtai[.d salaaa h. btr t.aa
.0..1.1 ar'al to3. rllh tb. rrta€t.d plaD.rtt onrrr la rd?oca. ?4t tt,.2s
6r!.a. .lf.c:ri by thr ca.trsccla.hrl[ b. Eotltt..l b, thc C6[tr.c!or.t t.rrt
at bcutr te rdvracr of tha tlr GG.Ct'lctlo! b.glar. Ib"lla tll coa.trlctte
o?aratioo., th. Crotr.Gtor rhrll coutEuet rnd nalotria au6h !.altttlaa .r Ert b.
r.q!14.d to p!f,ld..cc... by !11 propcrty oYtt.rr to th.lr propcrty. llo p6r.6
ahall b. cst olf lroa racllr to ht! lcaldanec for s partod aneordlag I houcLat tha Catar3tor h.. r.d. rpeolel .rr.trg.!.at. ,l th th. .!t.Gt d p.rror.
lha Gclr.ctar alrll prorl,dr tor reaara rt.ll tlss for ltva.toeL throug! frtr
rtr.l I rpreiflcalL,, Bo port16! of frralmdr ta vhlch ltv.rtocl, .r. puturad
ahall b. cBt ott froa rredy accear by tha f.Itr anlaele.
SECTION 3.02. EXCAVATIO'I AI{D BACKTILLING
l, . tqa. lhlr ..cttoa ceir,rrr tlrr rorl rccaerery for thc CoEtr.Glor toprralrt tLa .tta lot co!.tractloo ?ort, .rcrr.tlo! ad beeh!1111a8, taclEdlot bot
lot lhlt.d to Frorldlot rutrrlek i perfotdtrt r11 orG.vrtloor ; eo'Q.ctha r11
f111, a,l breltlll,r; rLorhg, rh..tht, brrclng, ad dcrsatarlat arc.ratloo, ftlrl
.lt Sr.dtat ot dlrtrrtcd .r..!; r6d .11 tncld.rt.l aad rrlatcd wort.
i. U.t.rl.l.
1. -ltgrv!g&F-. Th. .rcavltlca tor th. vork vtll bo uoclarrlflrd. lhr
C63ra.tor rhrll aelotc rll Grcw.tia of rvery doeorlptla, ragardlara of tb.
ah.rrcLr, aatura, or cdditlol of tb. artGrl.l .reoratar.d. Ih. C6l!.3!or.hrll r.L hlr qn ..tr.r.t. of th. Lted 6d .rt [t of th! ?.rl6a !l.ti8l.b rrflr..h
rtll bc aoGdrater.d la th. .rcd.tlo6.
2. Orvrl.lrclfllt. 8rrvrl lor beckflll rhell bc 1-l/2-tach oluur plt-
nra cr ctrrhod grrol, t!.. froa ctry b.11., root., ]rd Y.Cit.bl. a.ttar. 6rm1
.b.tl b. r..lor$lt &d .rro1, gr.{.d fr- GDlr.. to flr. rlthls th. (oll6rb8
lliitr t
3lrrvr Slrr
(8qu.n oprq,ilarrJ_
fotrt PeIlat
PBr clDt !y tblrht
c.__Eel}'rlEthte.
t--f,1gt$ l*e.vrtia,qC la*lftl. lt nch .rt.v.llca red brchlill rbrll
b. Fstcrrd h .a6or{ac. rl Cb tL. gtcd.rd sp.elttc.tlca. tor lrEch 8tc.t.3L
-, l.r&tt1t. brnrd h.r.rlth.
e, lhtt ot Ercrv.tllqf. A11 rrcrvetloo .h.11 bc oedc to th. r.qul!.d
aa?th rlth tsotor .llorec.t r.d. for torrr, votttng tprcr, ad ;tcvrl curhlolr.
Erat, altqrt rball ba rada !o Grrtt .rcsrattonr for th. bettal of lootlngr ad
116r m &eprr thm the elrvrtlcar rbra ca th. ?1.4r. All rrcrvettoa crtrlad
b.lr tba Jrr& llrr .he! oo th. llrt or .tt.bll!h.d by the Baila..r .hrll b.
roplrcd ,l!! thes.rthly eoqrctcd lrrtnl al the cotrtr.ctor'e orryeolt.
3. l8lb f.nlttlf. Brclltlltrg lrouad cacrrt .ttr<ntar rhrll lo! be
rtrmr uttl th aa.r.t. hJ obtelard artttalat rtrc;th 6a th. rrtl. bd. bacerri,rrl ia .t?tor.a by :hr lr3larc. !.rth beclltll rhtll br p!.rcrd lB r11
.8r.. r arc.?t tlclr .r. uhlrb err l{lcrr.d oa th. ?1r3 t6 ba arnlal, -30
brrtttllrt. t.rtb brclflll rhrll br plrcrd to E.?prc,r.{ g.l.3 ad rhell }r
thorouabl, ory.cG.d 10 o!d.! to pr.y.at rub!.qu.Et..ttlirant. C€,eactlonrhrIl ba by thr uce of ptr.u!.tlc-op6r.tsd talp.rr I eat.t.-podd1ht, or othar
.Ep r.d rthod..
4. Ot.Ycl till .nd B.ckfl.l.l.Grevsl flll 6d ir.v.l brekfltl rhrll
be prcvtdd h e1l rror d..l!B.t.d bt th. Guf,la.Gr to !.cGlv. grrvrl flll. 111
3rrv.l flll Ed arrt l brctftll .h.11 b. plrc.d ts lt.ra ,iot er...dhr 12 trGb..thtcl ad rhrll bc thorosghly corp.€C.d r,l th E chaalc.l rqutpret, rEah ..
pE uratlc tarar. or othrr oflcctlyr ce?.ctlag cqulp Gt, .pprorad by tb.lr;hor. 8{d-ct t t.d tq.r. 61, .h.11 bt opcrttrd rttbla 6 L.C ol r.11.
&rtha th. brcltllllq op.r.tlou. Crrrrl f111 rhrll br ur.d lor Cb. lEll d.rth
oa tba arc.yatlo! {ad.r coacrat. ralla, rl.b., plp.lt!.r, or t! othar loeltlenrrtrrr rubrqont a.ttl.!.Et vould bc hrntul.
-r-:.__!!eIlg3. lh. Co,atr.ctor rhell fsftl.h .td lart.ll ell rhorh3.blrclo3, ud rhltlog EcqulrGd to 3{ppott adJrcant oelth bm}a or ttnrctrt!.a
rad for th. prot.ctloa end rdrty of rlt porroonol rorllag h tha trcNatlo!..
Shorhg prorldcd for thr erc.eltton. o! th. rtrrcture Gld for tb. trracho rhrll
cofora to tba.. Specl.l Spcclf lcatloe.
6. Darrtarhr. It l. oEGGtad tbat ,rt.r rtll br cc.otar.{ artl!:
the rrorutlcl. All rrcrvrllon lor .tft.Gtnr.. ,b.11 b. thorcothly drt!.r.d b,qdlIrt lsEtrhcd rad opcrrtrd b, thc Cortaetor. All vrt.t rhrll b. rEr.d
durht t rtodr eh.a corcr.te lB b.1ag dcpoalt.d rad t b.o pr.r.!rc. of vetr: rllL
dlr.t. tba .trr3tErt3. Tf,. C.rtr.alor ehrll bc aGrpoaf lbla for tutll.hht
rdrqrutr dcrterlng .qulpaEt od oprrrtlag ruch Gqutpflrt to l..D ih. lr.rodr.t r balq, ab. vlt.r 1.v.1 ln ..ch .tEatur. ro .. to evold llotrtioa cl eoy
.trEctrr. Prler to brcLflll.
D. ftarstamt od frr!.st. xa.rutaDat rnd pqrarat lor thtr a.Gtlon
.h.11 b. lecludod rr p.rt of th. lu p rc bld ln tb. tldd.rir ?roporel.
sBc?ror 3.03. urlrHol.E colrs?rucTrolr
l. -8ger. tal. lt.n hGludat tha yosk oac..tary for thr c6.tsuctla ot
th. prac..t rrrboh, tacletL*3 bEt a6t lldt d to th. .ddttloo.l .rc.vrtloa ra
bre&,ftll ralrtrad t clmctat. rad fotu i lcralchtag end pleclag Goocrat. pt oatt
r.ctloar, ocar!r!. cm.., 181.t ptpr, rod tlttiaSt: c.tt tro rrlolol. frtr''
cor.a. ad Clrt gor; drutrrlag Ed rtl rppurto.ac...
E. ILt6rlrls .
l. Cnctaaa. Caacr.t r.'ad lE th. soi.tnuctta of tha -'tirol. Laaa
rtrll br.o pr.t rtlm.d od d,r.d.. t t t r 2,3Oo ptl ooqr rlo! t.t.ft r
2t lryr, lt ta abrll br r alalcl of l mcl. ot cclt t r .Sl. yed cl
aar3ratr.
r. loslr. lorr for rdole b.aa lhrll b. .raGh.d boudr. ply-
rr€d, or otha! fcra rrat rl.1 rgprcrd by thr lallacct.
-31
2. Fr.c0 a liEhoh. Sactlo!.. Prrcrrt con.r.t. r.ctl6r tor thr !-hola
abatl ba r rluhr l&lech d1ut.r rrlnlorcrd cocr.t. ptp., Ctlr. ll, cofctr-llt !o 161+t c ,6-57T, ylth tb. rddrd rrqulrcmt tb.t th. rctrtorccffit rhrll
br clrcotrr &d oot clllptte.l. Plpr rhell hevr e dnlulrl vrll thlc*,amr ofl-1/l hc&or. eoo3t rh.ll bG cec.Etrtc rlrb ualt thlcka..s rod r.lBtorc.trct
aiai 1.r !o tbr! of eaaholr plpc a..tloaa. Thc tope rld bott6 cf coo.a ahrll
bo pultrl.
l. _Iortrr. &. Jolrt. lor thr ?r.c..t coEcr.t lrhoh rbrll bc uft
rrllb cam! norC.r ermal.tt&g of on. p.rt ct$rmt to trro partr of clao, rall-
f.d.l ald trblch rtll por r t/&-lnoh rcrmg. Add.rtst . i.t b. trad Dtcm.dhg th. tollerla! p.rcrat.t . by vrlen ot c.ret r hyitrrt { llr, t p.rqrC; dt.tn e.6r Garth or othar tmrt lrtrrlels, 10 ?.! casi. tha c rlr tGGtot tbr Drt.r .hrtl b. .uch th.t lt rlll tdh.rr redlly to th. ptD.. lo Drt.tab.ll b. u..d rta ltr lEtradl.Eta ha$r b..a dr.d for e prrlod grnart.r lbrB
30 rlrut.r.
{. lbbqlr lrnr- rad Coacr. Iln uaholr trs rad cot t .hrll E.
o, th. .lrr lad rbrpt rt .hffa oa lha Plar or rgerovrd.q{rl. ?htr lt r.h.ll
hcleda a caat lraa dlrt p.s.
thry rhrll corforl to As?x I l! rad rhell bc roeod, ruotb, c1.a, .!d ft..
lrl bllrtfr rad cll d.f.ct.. l1l c..tla!. .h.11 b. plcrd od !roo{ rtrrr
raoaaa.rt to lDarr. p$frctly llat oa trra rtlrt.c.r. Go,nrr rhrll ba ttua aa
ab.ll ...t vlthln cb. rllt .t rl1 polrta.
1, c€aatata tra.. lh. caactatc br.r lot tba prrcr.t lrohola rbeLl be
lolatnratG{ ao lb. flrat a.e.!loa ol lhr prrco t !.nhola h.. e rulforn brrth3
tbr.qbont tb. full olrcu',crrncr ol tb. trohol. vrll. Sufflcl.o! ert.r .h.11
br drporltrd oe th. coEer.tr bllr to ptodda t vrt.rtlSht ..al b.tt..n th. b.a.
{a tb. uoholr cell.
2. ?l.Gb*ftr ,ol!t. tor thc pr.c.rt c..-
cra3a reLalr aLll ba rdr ol carat Drtrr eelrlrttng of €ot Prtt cast to
tro prrta aaod. ttr vr11r rhell br csofE[act d tr3E to llac eod trrd. r r
xtSll.hrd by tho Eo3la&r. Nort.r rh.1l bo plecod oa tb. groot . of Eh. lot r
r.atla of p!.pe prlo! to plectn8 tL. a.it ,.ctlsD of ptpr. th. .6tlt. ,olBtrhall La G.ryla!.1, llll.d ylth {ortrr &d trwrl.d to. tEoth flatrh.
t. xFholr ller el{ CovJr. h. er. t lroa loholr aht ec @Y.a 1h.11
b. lntllll.d or th. t.p of th. ..cbot. to lt to po.1t1v.1, 9r.Yt.6t .8y
trftllr.tla! of tart.c. or trouod vrtrr lulo th. larihol.. lh1 rr.h6t1 rln3 rhr1l
b. .at .6 tbc toD o! th. cor.r tr ,urt fluh rlttr th. .Btl.a. ol th. raloftrtDg
arood aErf.c. ueL otbrrwl.a ahoE oa tho Plror ot dltact.d b, th. IB;le..r.
{' L.tgf.l coas.ctlo. Stub PtP. .rcttoa frq seoholr rhrl1 bo plrcrd
ln tha .&hoL vell rc thoun otr tbc llur. Marlnul l.[3gh thrl1 bc trn ftt
outrldr tb. o&holc rall. ?1?. .aattoo rbrll be grootrd hto ?t.aart rell tl
.rtb I mrt .r to Drodd. r r.tariltht rcrl batrcra tha rchola tall .cd tba
ptF ..ctlor. Stub plpr to br pluggrd unlctt dir.ctcd by thc la8lr..r to 6ot
?ltr8.
-32
D. traatrltmt ed Prrs!. ll..rr..rnt 6d ,.trrat tor tbla aaltld
tbaU b. p.rt of tbe lq rsr btd ta thr Dldderrr trc'orel.
€. tbrb.lrbto. Ibo ,c? rhrll br lB.t.ll.d lE th. locrlla rhtrr o ttr
tlo d t! rceorlocr elth rlal.oc.lar I r recolid.tlc., aobr.ct to aDDreval
o, tb. ltaln .r.
stcfioil 3.04. nfif gEF cE puup AxD !f;]Ioi.
A. ,Gotg. tbt. 1C6 cowrr rt1 rerl acoreuty lor futrkhlr3 od la-ataltbl a r{ .dal. prq), Daor. .ra .11 6th.r rort rrqrlrrd to! lelatllltrllralG .. .bc! m th. ?l&r ed h rccord.Ec. rtch thrr Sprclel
8prctllcrtlcor.
B. U.tcrl,.l!.
1. hE . 11. Cotrtnctor rhrll furalrh rod hrt.ll ?, Cotlell
lbaal tDIl-tB, 3-1rch rubnrrtble pqr. C.p.clty rbrll bc 70 trlloar por
d,nrte (Gtf0 .4 . tot.l Dtr-d.c U..d (f,m) of 10 fcrt. lltaher roltdr .k.
a.t..lt, rbell br 2'318 lncbd. Dl.ch.rtr rtrr rbell b. 3 ta.h...
lo .r.rr. o?ctaa of dt.Gb.rF oh.cl v.[v., thr pr4 rhell hrrr . at a?
b..a-G*..tc, crrr., prduGtq 10o Cll .t 8., t..t IDB sd l, @t{ rt ll.l l..tilr.
fbr lgrlhr rhrll bc G..t ot b.Latt. trm of portl... cloa-?roof Col6.
Ynr rdj.. .h.11 b. r.lll ro6d.d to pr.rat r rpoth f1c. llbr crllh3 rdgoof th. trt 1L1 1h.11 p... po.ltlrrt, thloulh thr dlechrrgr fla. Irlr bt &t
rp eny rolldr ad prvotr bellllg up of a.f, Bd oth.r rt.datr rttch sli
?ha tt dtl.t of tb. Fry. tt 1e.lLr .b.11 oot b. r.€..aad brt .h.11q.rrt le thr rrl! fla of rtr llquld. Iqrllrr .h.11 b. brhcrd 1! tlr
f.a3or, 3o tlrrrr .8rla. t rcbolart ld hydranllc ob.la!.. terllrr rhrll
bc arrord ad Lryrd to rbelt. thc trdly .hrll b. fnrth* lo.trd to .h.tt
bt r hart-tr.atrd loct rcrrv.
lL. lclot rbrll bc !h.hr8l!. 116 a..t etah h.rv, ..cCln. to tto?ld.laf ltfu saaar rarrolvr ebr.,ln cadltlen..
lt b.at, rl{r plrtr rbrll br c..t ol L.hGlt. 116 .€acr.t 1, r.Ghh.d to
lallatat rrtth tba ?olBc. rod provldr . cooa.otrlc rrgircer lot thr aubrralbL
Et r. ltr becl, .1d. pl.t .h.11 b. bl.d to 3uT to rtDru ..r1 pr.tatan. lhr
llaltar brb rhell bl rrer...d la ttr brch ald. plrt. to ..rr. .t . praaaur.
Lr.*dre l&ytlatt.
2 . It Etor rhrll br r rubrrrlble t t r [4ot .tmr (x?) ,
1t0O 1116 trda. ?.r rlrtr (IltO, lto rltr, 60 rtcld, .lrtL ?h....
tt -t r .b.ll h.r. tLtul frrL.d ,rotaltl.r b..t?or.t d 1! ch.
rlrdl,qr.
-33
D. llltnrlGt .ad Prl! at. ?.F.trt for thl. ..cElao .L.11 be prrt ofthr lup ll Dld tE th. Bldd.rrr lroporel.
StcTIOt 3.05. 6A5T Inots PIPS Ar{D rI?!INCS
l. tiop... fhlr rcetr.o8 cov.ra tb. sotk !.eaaa.ry for the crat iror plpa
ad ttctlra., tncludlry but let lblt.d io ttrrafuhlog r8d lut.lllEE alllatartrla, tl,tthta, .!d .pFrrt6aaE a, csplata.
B.13.
l*. . Jtard.rd Sp.elf,lc.tl3ot_. Urtrrlek for c..t lro! plt. od tfttl!8.rbrll coolcrr to tbc 8ted.!d SDcclftcrtlmr for C..t 1106 Plpr md ,l.ttltrt.,
lcrod h.rrrtch, .rc.?t er sodtfkd b.t lB.
l' !tFa. A1l plpo rbeLl bc ccr.Et lb.d, C1u 150" Suprr
DrLvrrd, e.rt 1s6 Dlp. lu l.ot:fr r.t 1..r tho 18 lot ud rhrll cenlorl
to 8.ctl.[r *-1 of tb. St.nd.rd Sprcll!,ectloar. Ptpr a1!. .b.11 br rr rtm oath. ?1a..
b. Jolat.. Jolrxt! for c.rt lroa plpo rbrll b. tbc t ton JolEi.!d rhrll conforr to S.clloa 8-1.4 oI tbG St adard Spaclflcetlonr.
c. Ltilql. cfllt rrtrr llnlng rball conlorr to AiA A-21.4.
d. llitlDrr. Fl,t ti agr rbrll eonlorn to SGctlm B-2 ol th. tt.nd.rd
8p.clf,tc.tloar rcd rbell b. Clrrr 150, crrt froa, flraied ,otat, cooforllng to
8.ctloo. l-2 .od l-2.1 ot tb. st.cd.td 8t cttlc.tl6r, bor{d h.rdlth. ttathE.aL.ll br frad.h.d eorDktr rlth htgb-ttr.Ltlh G.rt lro{r rtr, boltr, .od
t.tt t.. Al1 ftttlra. rhe1l be Ist'drhrd ylth rt.adrrd bttrrlrf,r. co.tl!!ctrldt.
A11 fltttal. .h.11 bG eu.rt lh.d .ad 3.r1.d rlth aa .ppllcrCloB of.rfb.lt c..tl.t. 1'b. thlcl(D... ol th. cElt llnlng rhell b. .t r rlElrlo
ot 3/tt-loch .!d .h.Il bo brurb-rppllod Ll thrm r.p.rrt. .!d .$!e...ly. .p?Ilcr-tlorr rlth tlr. rllrad bGtt.ca ereh rpplLcrtloa for th. pr.vlou. kyrr to t.t.
2. "flrrlblr Csucllur. C.at t1.!9. .dr3tot couplla3r .h.11 b.
ht th-thlr 912, ot c1url, ud of th. rfu. .r .horm oo th. ll.$. All llragr
.d.rCorr rhrll br rqutpgrd rlth echor atnd..
c.
1. Plp. .rd llcallra. llorlrarhlp cbrll ooforr to th. 8t.!d.ral
tprcltlertlor to! Ca.t Iroa ?lpr .Ed ,ttt,lat.i boBld h.r lth, .rc.pt th.t
tb. lcllrlr! ttr[d.rd Sp.clflcati.o! lt6. .h.11 br chra3ed .l l!dlc.t.d. Ihe
la- Edara rhlat f,ollor r.fas to th. t,c.. aubera t! th. r.t.rarc.d E3.!dard
8?aclf1c.Ct6., .!d th. ch.!3.. or rddltloar mdtfy ead .sDplcrt th.
ratPacclY. g.r.arapba.
tb a.tah .t th. tr.och .brll b. r. tdlertrd h
' -3ll
c-l.1. cr.d..
l..tta 3.0t ot tt .. tt c1.l Sr..ttt.ttleEt.
g-r. bcrq.trtlc l.atr. lh. r.d..t. t..t rhrll L. ..da .tt t
,.*trl L..tttll.
C-9. 8t.r111!.t1or1.Ho rt.rlllt.tlon 1111 bc roquircd.
t, &Do&rat. All c..t lroa p19c end flCttryr vhlob rro c.rt t! pl.c.
through c6cE t. uellr or floorr rtleh rre requlrrd to b. v.!.rtlght rbr1l brrrc..t rrt6 tbr or othcrul.. flnly attrchrd {a s vrtartttht r.i-ar, tollrrr or
ottar rare. .a appro?ad b, tb. lolll.ar.
D. Ufqrpratqt l8d ?.q-t. l.F.nt lor lhlt ..ctlor rhrll bo p.rt ol
ttr lrry rue bld t,! tb. Btdd.r'r Propo[l.
sf,C?Iorf 3.06. TIIVES
A. 8cope. ?hla rcctlon colr.ra th. rork aoc.rrery fot thc velvrl,
Lactudta3 but Eot lbtt.d to furalrblq Gd llrt.lllng r11 rrt.ltrl rad
rrlat.d rcrh er ahdr ou th. ?1.u.
B. H.t6rl.U.
1. PLug Vrlvcr.Plug valvaa rha1l be of the alrc ra ,borm o( tha
?knr. ThrT rhal1 br vroach op.r.trd lod rhell bc alallrr .od Gl!.1 Cc
fa/fff .cc.rtrl,c l{egarg..l rltb tlo3rd endr.
2. Cbrct frlv-rr. ttr cbeel velvrr rbr1l bG .trlt.b1. for qar.t16[
1! r vrrtlcal porltlso, !tuGll. t Bo. A-2602-6, .rlog-typ., grrd.ty opatrted,
or rqurl.
C. Sorhurlto. 111 velvu .brll b. luratrhcd rnd tutrlled ar abn oo
thr Plca od la eoofo:mracc rlth applleable ..cttoBr ef th. ScaDdsrd
Sprcltlcrtloor lor C.at lron Plpe .rid }lttlBg. t bot Ed bat.vtth, .8d thc
tarufacaurar r r ragaciDdrtloor.
p.. !.h.lqra!t .sd llllt.eg. P.rrcst for thl. tcctlotr rtll bc lnclud.d
a! p3rt of thc lrmp ,u!! bLd la the liddcr r a Propoaal .
SBCTIOII 3.07. PN83SI'8E DISCIIARGE PIPf,
A. 8corr. thta ..ctlon eor.r. th. vorL ncccrary for thc .abcalot
cIrt Dlp. .ra llcth3., lacludlrE, trt trot lbltrd to, ltrrolrltn3 rad
t[.i.lllEg .1.1 .a!.r1.1., flltlnBt, and *ppurtenrnccl, ccophtr.
B. uatarlrl..
1. ,tDl. ?tr rtlerlor qna ,lD. rhrl1 coatsrr to lllli C-rt5-3t, 6a
'35
.b.11 bG Clor 100, In eddltloo, t..t. lor r.t.rt18ht!... rbrll co6for:r to
th. r.qrrlro.Bt. of Jch!.-Xrivtl1: Spretfleetloa 366 for ps...ur. plp.. Flpr
rbrll bc omlnel l-l,neh rlrt .od fatal.h.d lD E autsctnr.rra rtatd.rd l.ottha.
2. Jclst.. Jotlt, .h.11 b. rE .pproy.d couplla3 t ?. Dd oqrrl ln
3r.r.:7 tarpact to "Uat-flt." couplltt a. ueBt.cturrd by Johar-llrrvtlh.
C. Ilorknruhls . E DdllLt of tha .rb.ator coat plpr .!d rcc[lorlar
rbrll cafotr to S.ctloB 6 of Jobarldmvl l [o Sgrclllortloo 348.
D. Xaraat6aqt ald PayroBt. ltrirlurasrut and p.Fcrt for thfu ..ctld .brll
Lr tlcludrd .. p.rt o! thr lrry ru bld 1l! th. tldd.rrr Pro7orel.
stgrloN 3.08. ELEgrnrc,AL allD Prn(P collrf,oL srSTEtl
l. "8ccoe. fhl. roctfua crr.r. th. turolrhta3 of r11 l.Eor, lrt.rlrlr,
ard atulF.ot to coa.truct .trd lnrtrll th .lactrLcrl ad pr4 alotrltl arttc
for tb. t r.t. Lllt Strtlon. fh. uor* l.cluds., bnt t. E t lldt d to,
turdrhtq ead Lnrtellltrg th. fotltlqs
(f) llefl a.rylc. dl.coq a! .rltab Ed r.!.r b...(t) Llsr satrlDl.(t) l\+ crarotr(l) Alrrr rlrtr(t) rfrts od, ooadult(6) ermdf!. prot.ctln tra rtc...
n:---U*eddr.
}: €.!oe+. A1l art.rl.lr rbrll bc tr.u ' flr.t qurllty, rpprovcd by
Uldarrrltar. I Lborrtorl.r, lac, ntrrryrr rteoderdr hrrc brca a.trbll.h.d b,
th.t .aa!Gr, od aball r..! tb. r.aF.ctlva .pcelflc.tt@a r8d othar r.qutrr.at.
ag.clttad hrrrlo .nd o. th. Ple.. fh. Contr.ctor rhell r1.o fufirlab rld
l!.t 11 .11 hcld.at.l ttr. of r.t.rl.l rrqulrrd for ! c.el.t. lartrll.tloD.
7. Utln Dlreoonrec gtlte!. fh. rrtE dl.coolGct trltch .b.11 b. r
3-ylr., aolld !.uCrrl, trrrlbb t D.r r.tad rt 60 q.t.t rt 240 tr1t. A-c. ft
rulteb &r11 hrr. . r.r.atlabt, fE(A 1t?. 3f clclo.8re utth p.dloclhi prclrloar
ad rhell br rlrller rad rqerl to OG.r.l El.etrle t{odrl lG 3222 12. lt
rrlteb rbrl1 br rqolppd ylth tso 50-qerr ' dcleyrd reticE, drrl oluat furt 'rl,rllar .ad aqoal to tur.trora r rrmtrcturrd b, lua.D.! Ua lrcaurtla Coryeo7.
3. l$toa 83artara. fh. alarlart (or ..ch Dn* Dtot aLll b. tcro..-
th.-Ih., om-r.Errlag, erto.Clc rtF, trB{f Stro 0' 2-po1c' lor 220-rolt.
60,-cyelr, l-phrre op.rrtl.oa. rh. at.rt.r co[1 ahr]l op.r.t oa llG-lolt,
5(Fqrch, l-Etraa ?*rr. Th .t.rtGt ahlll be roclold lE . ntartltbr,
xDtA ltpe 4 raclorurr. E.cb uDgrord.d colductor rbrl1 bt .qul??.d rltb t
thrrrrl rarlc.d ral.y to pro?td. orlttcEtt 6t protactloa. ftr rtrtt.'r rbrll
br rhtlrr rad rqsrl to C.airrl El'.ctrr'G bd.I J402.
prry control rhrll b. th.4. Flori Sytfch. E.ch f1o.t trltch for
'36
G.Ll.-ryar.l.d !t9.. fh. flo.t e€otrolr .hrll b..ouated lr r trllA 4 u.!.r-tltbt, c..! 1ro. c.llr.t rod rhr11 b. or.r.t.d b, .drr.at.Dl. .to?. rtt.cl.a
to . .3.1a1... .t .1 c.bl.. lll .t.ctals.l cat.clr rhdl br r.d. thrcq,hsrsrrT .rltch.. hrfq 10 6?.rG. er?.clt, .t 115 v?lf. A-e. ?h. llott ah.llb. .ada et brrvy cerrlc, .eld .Dd rllrl!. proof, ed 4-1/2 tecb.. dlrt r totlt lrrtd. r 6-tlch guidr ptpe. AU .rDd.d cctoo.nct of tb. llo.t reltch.radl, ahl1 b. corrotlon-proo, .!d aBl,t.bla lor opar.tloq la tbr Pr.t.|acaol corrcrlv. tra.r. ft. (Lert ,rlt b ...ar51y rhrlf b. .hll.a .Dd .qu.l toBrely-bf I lr?a 1518.
5._ Alrtr SJrgr!. fhr alarn .yit.! .hr1l conal.t of I blgb lrvolrl.ra dtcb od r rrd rrrala3 llght oeut.d 6 tb. p .r aar'ic. po1..
tho ehn arttch ah.ll br r prruur. opcrrt.d rrlt.h, rltad .t l0 qrt.l,
1t0 vo1t. l-C, rltL r oorully-opro cootrct. Itr rrlteh rhrll br hil..d l!.t :artr,tht crat ,,so! roclorurr rlth . Lottd coDrt ctla lor l/2-fuch I.E.8.,
rad r l/2-lrct t.Dp.d coadult opGta! la tbr rldr. fbe eqrerrtoa L.tl .L11
ba crlt troa rlth . top eoo!.@!loq for l/2-toeh I.P.f . ?hr rl.rr .rltoh .h.11b. .Ld.l.r ad r1ue1 to Eerly-Bulf Uci.l 755.
fh. r.d rernLa3 1lght rhll b. r rrth.rpreot, 12+-yo1t lllht tl'tqrr t.ErEtl B! 6 l/2-frcb condBl!. tbl lkturr rhrll bc.qrlEp.d rtlh . tur*d,. ,5-,ntC lrry, od r ruty-col.ercd globr. lhr fkturr rhell br .1rll.r adrqrnl tr Illlrr fo. AC-3060 rtth Io. lC-5050 globr.
6. B&ld Coodult. A11 rl 3ld GoDdult ehall bc rtraderd r.&ht hot-dlP
3elvalr.d, ah.r.rdLr.d, or c.E. rtltr rbc-cort.d, rDd ah.Ll ba rlallrr md.qu.l to rl3ld eadul.t rrastretut.d ly Or*rrel trl.etrlc Cqrry. ?ornlrtcush.t .!d tlbr Cqray, or Brpubltc 8t..1 Corpor.ttoa.
1. llulblr CoodulC. lX.rrlblc !.t.1 coBdult rhall br urde offl.rlbb !.lv.[lr.d rt..l rdth r blr.l 9o17vl.ay1 cov.t .rtrud.d o7.r tb. oo!.
to r.L. !h. csdult ltqutd-tttht .!d vrpor-tltht. fto eoadslt rhrl.l
b.lva . b[l1t-18 capp.r boudtag csadutta! to prodd. . poat Cly. tro{od, .odrhall ba at?ramd b, UudGrrrl,t.t! I Labot.toriE, Iac. tlorlblr Goad[lt
rbetl be rt,.ller rod rquel to L.cd. Htultltr," 1t?. U.A.
8. Condula Juuctloo Eor€.. Coodult Jrmctla bo*.. .h!11 bG th.
rrylorla-prool od retrr-proof typa anlt.bl. for rcrrloe lE e Gh I,
Groq D lo..tlan. Jrr.ctloa boro rtrll bc rhllrr rnd rqurl !o Cr€s.l-Elld.8rrl0 6ElI eC Ed OUll 47 Codubtr.
9. Coodslt 8..1 U!Cl,cr. Th. eotrdult ...1 (lttlqg rh.ll b. th.
.r?loalot-?rocf t p. .ult.blr for mntes tn e Clrrr I, eronp D locrtloa, sd
.lrll b. rtrllrr lnd oqurl tc Crour.-Eltdr No. 8t34.
.19:__-CodrafgE. All codnsSor. thrll be ro1ld co?p.r rlth rsbb.r
or th.rupl.rtlc t!.ul.t r.oB r tr?. lf or ll{T, rrt.d f.r 600 volt.. Xt
condrctorr rhrll cootors to tL l.taat raqulrEanta ol thr curtlat adlttoa of
th. X.tloo.l El.attlcrl Cod., .Dd rhell rrt el1 eppltcrbl. A8n{ .p..lllcatlar.
tb. cooductor. .brl1 br ao (ratf.3tr8!d riocr Novcbor 1, 1964), od crch
ab.lt hrya llr rln, jrrdc of lsrulrtLoa, toltaE., .Bd rsutrctur.t r a !r
,atr.!ao!l, :rrlrd a ft. ortar corrbS .t raSrrl.r lnt.rv.l..
37
Clainctor rl&e rhell br ll rccordrace rlth r..rlcaa lltr 6ruEr tiret.t*3t caJrctor. to tha otorr rlrll b. Xo. 12, .od GGdact."a lor ttr gnp
ca{tr.la od rlr:r .rrtc .h.11 D. fo, 1{.
CoiluaCota rhell br frctory color-codcd, ,1ah . aaD.nt. color lor .rehph.lr rad r.Ettsl u.cd coD.l.t.ntly throughout tbe h.!.ll.tlo!.
Crlductor. rbr1l bc rbllrr rel rquel to c@duelor. a.ltd.ctrt d by Ooanltlmtrlo CqGr, ocurral Crblc Cqrry, or lG Crblr Cqay.
1. Gaaerel.In .11 c.aar, rorloenahlp .Bd tha lrasor of laaCaltrtlo!
ab.ll L. llrrt ch'. rad l,a eccordgoa rttb b..t curr.tt prtcti.G.. Bl.ctrtr.l
.qur.F6t rhrll h ta.trll.d tn rccordrcc rtgh tL. ranrfrotutG I r roocldr-tt6. od tb. dtr.ctloB of th. btlr.r. lll srt .b.ll ccrtorr to fh.ll.ctrlc.L God.. of tb. Clty of Lrldl.tr, St.t. of ld.bo, rnd th. H.tlcalllacarlc.l Cod.. llh.r. th... ap.eittc.tlool .od th. ?1rnr erll for rort
EeaadLt tba lrhlrrn requtrc.ola of thr rbovc Codc., tb. Plear rod
Spaclflcttlooa rhell go,nrra.
It ?1.!r lsdtc{t. tbc getr.r.l k eut .rd .rr.!tmt of tha .l.ctrlcrl
od prry o,oBtrol at t6. fl.ld y.rLttartloa of rcrlr dlrarl.[. a th. P16.
1. !.c.a..rr, ahc. thG .clurl locatlor, dlat&c.a. .ad rlrvatloar rl11 br
aw.ta.d by actuel f161d aordluoBt. Dlacr.p.oct.. b.t ..s thr Ptu ad
roto.l fl.ld oGdltloD. or brCrrm t'tr Pkor rod Epccttlcrtlclr .Lall b. btot lLt
?roetl, to th. rtt.BEtoa of tb. r'll!ar! lor n dcclrlon.
All ltat Eot .p.clflc.ll, mtt6.d 10 th. SD.clftcrtloo or Et.d os th.llaEr, bct rtlch .ra obvlourly aasaraar:r io urtr a cqletr rorl!'!E tratrlla-
t1o6, .br1l be funkbrd .Dd lr.t.lLd L, thc Cotr.ctor.
2. Supcrvlalol. th. co,ntrrctor thall porroorll,t, or throrSb rD
0thorlEd aod cGe.t.!t ra?nr..ot.tlra, Gmatetl, .n?.rrrlre thr clrctrtarl
rotl floa lta b.tlmtrs to eqletloa rad ltael rsc.?trtrc.. 8o frr u }oa.lblc,hr rbell L..p tbr ror forcreo rod nrhaa cbroqbolrt the pror.ct dur.lloa.
DurlBl ltr' p!ogr..r, tbs ro* .h.ll b. .ubjcct to tarprctloa b, tbc B!ale..r
rlrd bt a.?r.asta3lyaa of tbo Oaor, at rtl€h th. tb. Cmtrrctor .h.lr,
trrrlrh tbo rlrlulrrd rccur rad lofotr.tla.
:-L_$4S-HI9!99!. Al,1 vtrt8i rhrll bo ruo la tt3ld a.lval!.dc6du1t, .rca?t for tb. fiB l coolacttout to aotora rad chelrlcrl a{ulFaEt
loald. thr llft .t.tloo. Tbrm fhrl oGa.etloE. rhrll br rrd. rlth ft.Il}lc
ccadult .t 1...t t8 lochcr loa8, bur lat .at.ad tha aEtlr. dl,ataoca 116 tba
,rEatt6 bor.r ta !h. qutlr.at. Al1 codul! cqD!.ctlolr h.ld. th. lttt
at Clea rhell bo aTlo.loE-proof asd rator-proof.
Ita €.rdBlt t F..s tb. lltt rtr?le .ad th. penr rrvler polo rhll bo
rna e rhln of tro f..t belor tlgfuLrd 3rrdr, rad rbrll br ccerod rttb a
.pptot d ..?h.1tE eo.tbt.
A e!6dult a..l .b.U b. lratrll.{ tl thr rervlc. €.odrlt l..dlrtrly
oltald. tb. ult at cic to laclrt. tt L.Brdooa 8.t.. la.ld. thr lttt
-38
at tl6 Ca: laolrte tha h.r.rdana t.r.. trrld. thc ltft .t.tlaa tra tbr
nlar ccattcb rnd ehta llght DuGa.d oa tbG poe.r .arql.c. paL.
/lU rtr. rgllccr rhrll bc ud. rltb .pDawrd rlr. correlot. or roldrrlr..
tartrmr amactora, propcrly trprd.
{,. btcr Cootrola. Tha Ftor coataola, elrra lljbt. Ed rah dta-
caEact eltch aL.ll be Eorat.d on Cho porrr lrrvlcc polr er rbm os thcllur. tlc fleet rrlgche. rbrll bc rlr.d !o coutrol tb. !t rt.r. for thrlr
srarpactt". ?rE) Eotorr.
5. Gtouodtar.All Gqn1Dr6t, condult, rnd xtrl rlslolunl lot coe-
drctora ah.ll b. Srossd.d la rtrlct lecordracc rlth ths;.tloD.I ll.ctrl€.I
Codr rad otb.r .ppllcsble lrrr .ad r.tulrtto!!.
5. *T_artr. Aft.r tba al.ctrlcal ryrta 1artal1rtl6 la errpl.t C, aod.t auah tlsa r. th. Etrglo..r s.y dlr.ci, the Contrrctor ah!l1 cmduot rn.par.tlst t.at for rpgtovrl. Thc .qBlF.ot rhel1 bc dGrtr.tad ro otarat.
l! ..cotdac. rttb th. rcqulrcntr of th{c Sprclel Ep.cltlcrtl6.. fb t.at
.brll b. p.rfotm.d h tbo prrrae. of ths Ba!l!.cr or hl. ethort..d r.rrraatr-tlt , Tha Cootrrctor ehall furafuh rl1 lDttruccatr rad gcrroucl rrqulrad lor
tb. t ata, 6d tho Os!.r y111 furolrh thc ntcolrery rlcctrtc porrr.
D. PatlaEt . P.rr.nt fcr tht. ..ctloa rbrl1 b. fncludrd .. p.rt of th.lq la bld In th. Blddcr'r Propo..l.
-39
STANOARD SPEC I F ICA.TIONS
FOR
TRENCH EXCAVATION AND BACKF,It t
-q0
STANDARO SPECIFICATIONS
for
TRENCH EXCAVATION AND BACKFI LL
for backfi 1 l shal 1 be cl ean,
graded from coarse to fine.
B. Material s.
B-1. Gravel for Backfi l'l " Gravel bank-
Therun gravel or
maxilum si ze
crGhed r oa[; tE€s ably evenl y
shall be three (3) inches.
B-2. Selected Backfill Material. Selected backfill shall contain no
piece of material of a sr- ze greater rhan 3/4- i nch
opi ni on of the Engi neer, materi a I of thi s si ze i s
material excavated from the trench, the Contractor
run gravel or crushed stone having reasonably even
3/4-i nch si ze.
B-3" Gravel for Pipe Base" Gravel for pipe base shall be clean pea
gravel or sand,
B-4. Gravel for Foundat'ion Stabi li zation.
di ameter. tr/here, i n the
not avai I abl e from the
shall provi de clean, bank-
gradat i on from l/8-inch to
stabilizatffitly free and other material such that it
Speci a I SpEt-f i c56ons,l-nel suifacing
be I inch to 3/8 inch, conform'i ng to the
t4 63-51 .
C. Workmanshi p,
Gravel for foundation
in addi t i on, be sufficien-
a stable base.
and shal1,
wi I I p roduce
B-5" Gravel Surfacing Material. Unless otherw'ise indicated in the
for use wi th Cl ass E backfi I 1 shal I
appl i cabl e requi rements of AASH0
,.]
Docum
C-l . Pro
e Progress o the wor shal I be in
'intent of these Cont ract
a systematic manner so that
ress of Construction. it i s the
ents that t
as little'i nconvenience as possible will result to the public in the course
of construction. It'i s necessary, therefore, that the Contractor confine his
operations to as small a length of work per crew as is feasible. Except by
permission of the Engineer, at no time shall the trenching equipment be further
than 200 feet ahead of each pipe laying crew. Backfill of the trench shall be
accompl i shed so that no section of approved pipe shall be left open longer
than 48 hours, except by permi ssion of the Engineer. Complete backfill and
cleanup shall progress as each section of pipe has been inspected and approved.
The Contractor shall repair and regrade a1l ex'isting drainage ditches, natural
drainage courses, and al I other drainage facilities, including culverts damaged
or removed during the construction,
The Contractor shal I give prompt consideration for reopening streets,
road's, and driveways to the public after the line has been installed past
these points. llo traffic way shall be closed while work is suspended over week
ends or holidays, and closures during work days shall be as brief as practicable.
Where private accesses are to be closed, the property owners shall be notified
by the Contractor at least 24 hours in advance of the closure. Access for fire
and emergency equipment for the protection of buildings, life, and property
shal I be maintained at all times.r lr1
C-2. Trench Hidth. Minimum $ridth of unsheeted trenches in which pipe
is to be ltid =Fall be 24 1;ahes grgslg; than inside diameter of the pipe for
24-inch and larger pipe and l8 inches for less than 24-inch diameter pipe,
except by permission of the Engineer. The maximum clear width will not be
limited, except in cases where excess width of excavation woul d cause damage
to adjacent structiJres or where the Special Specifications or the Plans limit
the clear width at the top of the pipe to avoid pipe failure due to excessive
ext erna I l oad,
C-3, Grade" The bottom of the trenc.h shall be carried to the lines
and grades shown on the Plans or as established by the Engi neer, with proper
al lowance for pipe thickness and for gravel cushion or special bedding when
required. Any pa.t of the trench excavated below grade shall be corrected
with approved material thoroughly compacted" The depth of trenches for
utilities shall be as specified 'in the Special Specifications or shown on
the P1ans, or both,
C-4. Rock Excavation.
a. Definition of Rock Exca\,ation" Unless otherwise defined in
the Spec i aT-
b"
excavatE
De th of Rock Excavation. Where
to a dep t es 9reatertrench shall be backfi lled with suitable material,
establish the proper grade fo. the pipe.
Use qf Explosives. \.Jhen the use of
Specifications, the term rrockr shall be understood to mean solid
sandstone, I imestone, g.anite basalt, or other solid rock of equal hardness,
in ledges, bedded deposits.i or unstratified masses that, in the Engineer's
opinion, will requi'e the use of systematic dril ling and blasting for removal.
Boulders less than one=half cubic ya.d in volume will not be classified as
rock. Cemented gravel (conglomerate), shale- clay, and other sedimentary
materials will only be classified as rock when, in the Engineerrs opinion,
systematic drilling and blasting is .equi.ed for .emoval. Loam, sand, gravel,
clay, or other such mater ial stratified between the layers of rock will not
be classified as rock
It shall be the Cont.actor's responsibility, when directed by the
Engineer, to remove all loan, sand" g'avel, clay! or other such material
above the rock and clean off and expose the rock surface in a satisfactory
manner so that the Engineer may examine the surface and obtain any measure-
ments he requ'i res. Measurement will include only the actual volume of the
rock to be removed.
tJnless otherwi se speci fied in the Special Specifications, the
quantity of rock shall be measrjred by the Engineer and the Contractor or his
representative prior to backfilling the trench and the amount of rock deter-
mi ned, agreed upon, and made a matter of record by both parties"
n of the woTkrthe Contractor shall
r life or property, cause slides, or
of the trenches or excavations"
encounter ed, it shal l
requi red grade, and
thor ough I y compacted
expiosives is necessary for
use the utmost care so as
di sturb materials outs i de
o srx rnc
rock i s
than thebe
the
to
c.
prosec[fi o
to endange
neat I i nes
t he
not
the
All expiosives shall be stored in a safe, secure manner in compliance
with local laws and ordinances, and all such storage places shall be marked
clearly rrDangerous Explosives.t! No explosives shal I be left in an unprotected
manner along or adjacent to any highway, street, alley, or other area lrhere
such explosives could endanger pe!-sons or p!-operty- Storage of explosives
shall be in accordance with the requirements of the State Industrial Accident
Conmi ssion or similar approp!-iate body having the jurisdiction in such matters
in the state in which the work is performed.
0n1y persons experienced in the handling of explosives shall be
al lowed to use them on the work. Where State or local laws require that
explosives be handled only by licensed personnel , it shall be the Contractorrs
responsibility to see that this 66Orirement is met"
The Contractor shall provide all necessary app.oved types of too'l s
and devices required for loading and using explosives, blasting caps, and
accessories. The Contractor shall conform his acts to and shall obey all
Federal, State, and local laws that may be imposed by any public authority
or directions that may be given from time to time by the Engineer relative
to the handl ing, placing, and fi.ing of explosives, No blasting shall be done
adjacent to any portion of exposed work or structLrres unless proper precautions
are taken to insure that the structures and materials surrounding and supporting
the same will not be damaged by the blasting" When blasting rock in trenches,
the Contractor shall c.over the area to be shot with b'lasting mats or other
approved type of protective material that will prevent the scatteri ng of rock
fragments outside of the excavation, The Contractor shal I give ample warning
to all persons within the vicinity plior to blasting and shal I station men
and provide signals of danger in suitable places to warn people and vehicles
before firing any blasts, Unless otherwise approved by the Engineer, all
blasts shall be fired with an ele(tric blasting machine which shall not be
connected in the circuit until just prior to the time for fi.ing and then
shall be connected by the man who will operate the blasting machine. After
a blast has been fired. the blaste. shall make a minute inspection to determine
if all charges have exploded befo.e employees are al lowed to return to the
operation" l'lisfires shal l be Cor'ected in accordance with the requirements
of the applicable portions of the State or local Safety Code for Blasting.
The Contractor shall be responsible for any and all damages to property or
injury to persons 'es,-rlting from blasting or accidental or premature explosions
that may occur in connection with his use of explos'i ves.
d" Rgpair of Damage" In case 'injury from blasting occurs to any
portion of the work o" to the material sur.otrnding or strpporting the same, the
Contractor, at his own expense! shall remove such injured work, repa'i r the
work, and repiace the material surrounding or supporting the same, or shallfurnish such material and perform such work of repair or replacement as theEngineer shall order. Any damage whatever to any existing structures due toblasting shall be promptly, completely, and satisfactorily repaired by theContractor at his own expense.
C-5 , Shor i n , Sheet i n and B'ac'in of Trenches,Whenever necessary
or other un-
er e sheet i ng and
g I y" Trench
t
S
b
o prevent cav
tabl e mater i a
rac i ng are us
r ng, excavat ron rn san gravel , san y soi l,I shall be adequatel y sheeted and bra ced Whed, trench v'ridths shail be increased accordin
u2
C"l . Removal of Water " The Contractor shal l
sheeting shal l remai n in place until the pipe has been placed, tested for
defects., and repai red, if necessary, and the earth around the pipe compacted
to a depth of fou. inches ove. the top of the pipe" All sheeting, shoring,
and bracing of trenches shall conform to the requirements of the State
Industrial Accident Commission or simi la!' appropriate body having iurisdic-tion over such matters in the State in which the work is performed"
C-6. Location of Excavated Materials. Durin g trench excavat i on,
the Contractor shall locate the excavated material so that it will not
obstruct a traveled roadway or street; and, unless otherwise specified, he
shail keep all streets and roadways open to traffic.
provi de and mai ntai n
ample means and devices with which to promptl y remove and dispose of all
water entering the trench excavation during the time that the trench is
being prepared for the pipe laying, during the pipe laying, and for such
additional time as may be requi'ed for the setting or hardening of joint
materials, during the time that the backfill is being placed, and at such
times as may be speci fied in the Special Specificat'ions. The Contractor
shall dispose of the water in a suitable manner without damage to adjacent
proper ty "
C-8, Foundation Stabi li zation. Where pipe is to be laid in the
trench and the bottom of the trench is in fine, wet sand or other unstable
material not sati sfactory for base for pipe, the Engineer shall require that
the trench be excavated to a depth of from l2 to l8 inches below the required
flow line grade and the t!ench be backfilled to the !-equired grade with
gravel for backfill as specified in B I herein, This item shall include
excavation necessary to prsvi6s space for the foundation stabilization
material.
C-9" Gravel Base for Pipe. The gravel base shall be a minirnr.rmof 4 i nchei t[r-cF Toi tle ETI w:-dtFof the trench wi th the top of the gravel
base at flow line grade for the pipe. The gravel base shall be placed and
raked to grade ahead of the pipe laying operation" Wherever, in the opinion
of the Engineer, the pipe zone of the trench is in srlitable base material,
this item w'i ll be omitted. This item includes the additional excavation
necessary to provide space for tne pipe base material ,
C- 10. Tr ench Backfi I I at Pi When pipe has been laid in
e placed in the trench simul-
e Zone..
the trench, se ec te AC mater ra s a
taneously on both sides of the pipe for the full width of the trench in
layers not exceeding six inches in depth and tamped thoroughly with a
pneumatic tamper, unless otherwise specified in the Special Specifications
or by the Engineer" If hand-tamping is permitted, the backfill material
shall be thoroughly tamped with tamping sticks made from lrrx 2!r lumber or
such other devices as may be approved by the Engineer. Particular attention
must be paid to the underside of the pipe and fittings to provide solid
backing against the external surface of the pipe.. The pipe zone shall be
considered to extend foulinches above the outside of the PiPe"
C-l I " Trench Backfi ll Above Pi e Zone. Backfi I I above
zone shall be one or more of the
Spec'ia I Speci fi cat i ons ,
the
theoOWing classes as spec'i fied in Pr pe
a" Class A Backfill" The ent'i re depth of the trench above the
pi pe zone shal I be backfilled i n six 'i nch I ayers and each layer
and thoroughly tamped by means of hand-operated or mechanical ly
tampers. ths fill shall be [rought to the requi red surface gra
tamping shal I be such that no settlement wil I occ,.tr. Ai I windr
material over trenches and the upper tweive inches of all trenc
level urith the surrounding ground shall be free and clean of al
and stones four inches 'i n diameter and larger, unless otherwi se
in the Special Specifications or di rected by the Enginee'.
d . Cl ass 0 Backfi I I . The enti re
spr i nkl ed
operated
de, and
owed
hes fi ni shed'I bou i ders
desi gnated
trench abo\,e the pipe zone shall
B.l he.ein. This material
C.1i c . herein.
pipe zone shal I be
back f i I led-E'
shal I be 'i ns
backfill. A
of all trenc
clear of al I
ot he rwi se de
e.
back f i 1 I edT
su r face s uch
by at least
or other sim
the ground s
shal I then b
J i nches of
herei n. Theoriginal sur
surfaci ng re
wi thi n or ou
b" Class B Backfill. The trench above the pipe zone shall be
nd then puddled with a hose and long pipe nozzle, The nozzle
erted at such spacing as necessary to completely saturate the
ll windrowed material over trenches and the upper twelve inches
hes finished level with the surrounding ground shall be free and
boulders and stones for-tr inches in d'iameter and larger, unless
signated in the Special Specifications or di rected by the Engineer.
c. Class C Backfil l. The excavated material may be pushed back
into the trench Ey mEFanical means, Where this rnethod of backfil I is
allowed, the earth shall be pushed first onto the slope of the backfill
previously placed and al lowed to roll down into the trench, The Contractor
will not be al lowed to push the backfill material into the trench in such a
way as to permit f.ee fall of the material into the open trench, Under no
circumstances shall sha.p, heavy pieces of material be al lowed to drop
directly onto the pipe or the tamped material around the pipe. Al1 wind-
rowed material over trenches and the upper twelve inches of all trenches
finished level with the surrounding ground shall be free and clear of all
boulders and stones four inches in diameter and larger, unless otherwise
designated in the Special Specifications o!- directed by the Engineer,
be backfillEd tl tI ma ta; iET as specified in
shall be placed in the manner specified in
Class E Backfi I I . The trench above the
s specified unde. C.-ll,c. herein to a depth below the groundthat fol lowing compaction o"er the entire t!-ench surface
two passes with the wheels or tract of a loader, truck, cat,ilar equlpn..t, the top of the backfill will be l8 inches belowurface.. F'ifteen inches of gravel as specified under B-l here.i ne pl aced i n the trench and si mi lar I y compacted. The remai ni ngtrench depth shall be filied with mate.ial conforming to B_5final backfil led surface shall be at the same level as theface.. This item shal I .include the replacement of all gravel
moved or disturbed by any of the construction operations whethertside the actual trench area^
C*12. Excess E xcavated Materialfrom C1 ass A, 8, D , and E oper a t i oni-rraT'l
Al I excess excavated material s
be hauled and di sposed of bySpecial Spec i fications.the Contractor at locations outlined in the
u3
Unless otherwise noted in the Special Specifications for Class C
backfill, the Contractor shall make his own estimate of the backfill material
required at the trench side after normal settlement has occurred, This
material shall be neatly windrowed over the trench and all excess haul ed and
disposed of in locations o!,tl ined in the Spec'ial Specifications, Any excess
or deficiency of backfi ll material, which becomes apparent after normal
settlement within the Contractorrs guarantee period, shall be the Contractorrs
responsibi I ity and shal I be coruected.
C-13. Road, Street, and Dri veway Cr-ossings,
obey all rules and regulations of the Coirnty, City;
regarding the closing of pr-rblic streets o. hi ghways
traffic.
a nd
to t
The Contractor shall
State author i ti es
he use of public
The work shall be carried out so as to cause a minrmum of disloca-
tion of normal conmercial pursults. Traffic must be kept open on those roads
and streets where no detour is possible.. The Contractor sha1l, without
fr.rrther o!' other order, provide, erect, and maintarn at al I times during the
Progresl or tempora!-y suspension of the work, suitable barricades, fences,
signsr dr other adequate protection and shall provide, keep, and maintain
such danger lights, signals, and fl agmen as may be necessary or ordered by
the Engineer to insure the safety of the public as wel I as those engaged in
connection with the work. All barricades and obstructions shall be protected
by signal lights which shall be s'ritably distlibuted across and along the
roadway and wh'ich shall be kept burning from one hour before sunset until
one hour after sunrise and at s,.rch other times as vision is obscured by fog,
smoke, or dust. Al'l barricades shal I be of substantial constrr:ction"
C-]4" Permits and Easements" Where the trench is to be du wi thi n
qua i nt
sa right of way o ned y pe!- m t or easement, the Contracto!- shall ac
himself with the requirements of the permit or easement, shall confine his
operations to the a'ea within the permit or easement, and shall obtain from
the permit or easement grantor at the completion of the construction a release
indicating that the work has been satisfactorily completed in accordance
with the terms of the perrnit or easement. Sho,-ild it be found impossible for
the Contractor to obtain any of the reqirired rel eases either because of the
absence of the grantor or because of impract'j cal demands by the grantor, then
the Engineer may waive this requirement if., in his opinion, the Contractor
has fulfilled his obligations, The Contractor shall notify the owners of
these properties 48 hours 'in advance of the time when construction will be
started.
utiliti
iake al lpossi
es whe t
ese st.
bl e cau t on to pr eve
her aboveground or rJ
show th uctur es and uti lltie
in the Special Specifications. Wh
the best avai I able sources, i ts co
C-15. I nter fer i n St!-u(tu"es and Uti lities. The Contractor shal l
"t darna@i;tJ n-g structures and
nderground. An attempt has been made to
s on the Plans or to indicate their presence
i le the information has been compi led from
mpieteness and accuracy cannot be guaranteed
and it is presented simply as a guide to possible difficulties. The Contractor
shall notiiy all utility offices concerned at l€ast 48 hours in advance of
constructio; operations in which a utilityrs facilities may be involved.
This shall inciude but not be limited to irr.i gation, water ' telePhone,
electric, oil, gas, and tele"ision services'
It shall be the Cont.actorr5 r95psn5iIiiity to locate and exPose all
existing underground structu.es and utilities adjacent to or crossing the
proposed trench far enough ir advance of the pipe laying in order that the
Engineer may make such fieid revisions as may be necessary to avoid conflicts
with uti I ities or structures The cost of wai ting o. rdov,rn,r time during
such field revisions shall be borne by the Contracto!' without additional cost
to the 0wner, A.ny structures o. r:tilities damaged by the work shall be
repaired or replaced in a condition equal to, or better than, the condition
prior to the damage" Such 'epair or replacement shall be accomplished at the
Contractorrs expense wi thout additional compensation from the owner.
The Contractor shal I 'emove and replace such smal l miscel laneous
structures as culverts, fences. mail boxes, and sign posts at his own
expense without additional compensation f.om the owner. The Contractor
shal I replace these structrJres in a condition as good, or better than,
thei r o!-iginal condition,
Jf interfering power poles, telephone poles., guy wires, or anchors
are encountered, the Cont!-acto. shall notify the Engi neer at least l2 days in
advance of construction to pe!'mi t ar.angements with the utility company for
protection or relocation of the structure. Such struct,.rres wi I I not be
considered to interfere unless they are within 3 feet of the trench center
1i ne.
If the Contracto. encounters existing structures which will prevent
the construction of the pipeline and which are not properly shown on the
Plans, he shall notify the Enginee. befor-e continuing with the construction
in order that the Engineer may make such field revisions as necessary to
avoid conflict with the existing structures. If the Contractor shall fail to
So notify the Enginse. when an existing structure is encountered, but shall
proceed with the construction despite this interference, he shall do
so at his own risk, When the location of the pipel ine as shown on the Plans
will prohibit the restoration of an existing st!'rrcture to its original
condition, he shall notify the Engineer in o. der that a field relocation may
be made tJ avoi d confl ict.,
c-16. rield psE!a!!g:: During the prog'ess of construction, it is
expected tmT;1ffi_iET6Gilil;-6T the line wi I I be necessary, Such reloca-
tions shall be made only by directron of the Enginee.. Unfo.eseen obstructions
encountered as a result of s,Jch !-eloeations will not be subjects for claims
for additional compensation by the Cont.actor to any g!'eater extent than
would have been the case had the obstruction been encounter-ed along the
original locat i on.
: C-17.. 0bst.uct'ions. This item shal I refer to obstructions which
may be i emoved an d do not require replacement. 0bstructions to the construc-
tion of the trench such as but not limited to tree roots, stumps, abandoned
piling, abandoned concrete structures, 1ogs, and debris of all types, shall
be removed by the Contractor at his own expense wi thout additional compen-
sation from the owner, The Engineer wil1, if requested by the Contractor,
make changes in alignment to a\,oid major obstructions if such alignment
changes can be made without adversely affecting the rntended functioning
of the facility. The Contractor shall pay all costs resulting from such
al i gnment changes,
lt4
C-lB, Excavation Across Cultivated Land, When excavatin g through
an the t opso i I sha e r emov an stocrkpi 'l ed on one si de
ch and
culi
of t
that
cond
the fi ni shed
ition,
the s'rbsoil piled on the other.. Backfill shall be such
sr.face wi ll be as nearl y as practicable to its original
Q-1!" C!e31 in9 lhe Right of V{ay, Whe.e clear"ing of the right of
way is necessary, it shall be c.mpl eiEd piior to the start of the trenching.
T.ees and brush shall be cut as near to the sur face of the ground as
practicable and piled for disposal. Disposal shall be by burning unless
otherwi se di rected by the Engi neer- " The Contr actor shal I observe al I
Federal and State laws relating to fire pe'mits and local regulations related
to burning such mate'ial, iJnder no condition shall excavated materials be
permitted to cover b.usn or trees p.ior to clearing and burning.
C-20. Pavement Removai, tJnless othe:wise noted in the Special
Spec i fi cat 'tons, w he.e t. enches are to be dug through paved streets, the pave-
ment shall be c.rt to a st!-a,ght lrne on each side of the trench with a
power Saw o. other approved equipmqnl , The width of the pavement cut out
shall not be greater tnan the minimum width required for the installation of
the pipe" The Contractor shall so conduct the pavement removal operations
as to cause the minirn]m damage possible to the adjacent pavement" After
the trench has been backfil1ed" the parement c,rt shall be filled with
gravel and shall be maintained level with the adjoining pavement without
bumps or chuck holes srtil the pavement is patched,
lrs
STANDARD SPECIFICATIONS
FOR
CAST IRON PIPE AND FITTII{GS
ASTU
AWWA
ASA
STANDARD S?ECITICATIONS
for
CAST IRON PIPE A}ID EITTIMIS
Beference herein is roade to standards, Lests, EeEhods. and speclflcations
of research and technical organizatlon.s as follows:
AnericaD Society for lesting Materials
AEeri cen flater l{orks Association
AEerican Standards As soc i at ion
Item Standard S cificaEion Tes t or Methorl Des ti.on
B-1. Cast Iron Pipe and Flttings Feder:al Spec lf icatlon WW-P-421a
ASA A 21 . i0, A21.,lt
AI{WA C 100
B-2. Flanged Plpe and FittinBs Federal Speclfication W-?-12La
ASA B 16.1
B-3. Jolnting l{aterials for B&S Plpe AS:IU C 150
References to ASTll, AIll{A, ASA or Fede::al Speciflcations shall be understood to
m@nr ln all cases" the latest standard or speclflcatlon unless othen lse
Brated ln the Special Speclfications.
B. Naterials "
E-I , Cast lron Pl e and trLitl Bell and S ot Uechanical Joint andS
Rubber Gasket Jolnt Type).
B-1.1. Beltr -and-Sptgot Plpe "Bel1*and-spigot cas ri
1b
ron plpe shall
e of class asconform to Federal Speclfication I{II-P-t21a,
speclfled ln the Special Speclfications.
Type I, and shal
B-1."2" Bel1-and,-Spigoc Fittings.Beli-and-spigot cast I ron flttlngs
sha1l confore to the latest spectflcat lon of fhe AEerl can llater llorks Assocla-
tlon for Bel l. -and- SpLgot Fiftings, except that short-body ftttln8s of 1ocal
menufacture may be used. unless otherrri.se noted in the Special Sepeclflcat lons,
provided they otherlrlse conform to AIiWA G 110-52 or Eeder:al Specifica-
tion IlIl-P-42la "
B*1.,3" Mechaniq:al Joint Plpe and Fittings, !{echanical Joint cast
lron pipe and fittings shal1 conform to Federal Specificatlon Il!{-P-421a"
Type IIL, or to ASA A 21 .11, and 6ha11 be of class as speclfled in the Special
Speclficatlons. Joint materials suitable for the specified pipe sizes and
pressures shall be furnished with the pipe"
B-1 .4" Rubber Gasket Jolnt Pi pe and Fitti Rubber gasket. jolnts.
cast iron pipe shall conform to Federal Specl fi.catlon WII-P-421a, 'Xype lI, ex-
cept aa nodifled hereln. anC shalL be of class as speclfied in the Speclal
Speclflcatlons and sha11 be U.S" Tyton Joint pipe as manufactured by the
United States Pipe and Foundry Company and Paclfic States Cast lron plpe Con-pany, or approved equal , Fl.ttlngs for: use wlth rubber gasket joint pipe sha1l
Ir6
be mechanlcal Jotnt as speclfied ln l.teo B-1.3 above.. The rubber-ring gaskets
shal1 be suitable for the speclfied pipe slzes and pr:essures and sha11 be fur-
nlshed riith the plpe" R.ubber: gasket joint pipe shall be of the partlcular
type speclfied in the Specj.al Speciflcatlons. A nontoxic vegetable soap lu-
bricant shall be supplied irr sufflcient quantities for: installing the plpe
furnished "
B-2. Cast Iron Flanged Plpe and Fltrtings. rla nged cast iron pi.pe shall
conform to Federal Specification IIW-P-421a as to EetaL thickness and quality,
and the flanges and bolt.s sha11 conform to ASA B 16.1 (latest revlsion).
Flanged flttlngs shall conform to ASA B 16"1 (latest revislon). triEtlngs
shall be Class 125 unless othenrise specified, Flanges sha1l be faced and
drilled 125-pound ASA.
B-2.1.. Gaskets.,Gasket material for flanged joints ln cast lron
pipe shal1. be sheet rubber conformlng to Feder:al Speciflcation IIE-G-156c,
Class A or Class B, LlL6 ineh thick, unless otherwlse spectfied ln the Special
Speciflcatlons" The gasket shalI be full.-ctit, with holes to pass bolts. Gas-
ket Eater:lal shall be fr:ee from corroslve alkatr.l or acid i.ngr:edlents.
B-3. Eandl tng " Care shall be taknn tn handll ng the plpe to prevent in-jury to the coating, and no pipe or other nalerlal sha1l be shlpped lnslde any
pipe at any time after lt has been coated.,
B-4.1, Lead. Lead for carrlki ng purposes shalL contaln not less than
99.73 percent pure 1ead. Impurltles shall not exceed the following 1iElts:
Arsenlc, Antimoay,
Copper
ZLn.c
lron
Blsouth
Sllver
and Tin together 0.015%
0. 087"
0. 0027"
o"ootL
o "257"0.0u
1 I,I.
B-4.3" Yar:nlng or ?acklng Uater .!a!L,. Yarntng or packlng materLal
shall consist of one of the followiug: (1) molded or tubular rubber ringsl
1.2) asbestos ropei (3) Lreated paper rope" Ihe use of hemp, jute, oakr.m, or
slollar Daterial $i11 not be permitted uniess speciftcal.ly called for in the
Special Speclflcatlons. A11. of the above materials shall be handled rrith care
in order to prevent contamlnation and shal 1. be dry when put lnto place ln thejolnt. The Eaterial used sha11 be fr:ee of o11, tar, or greasy substances. In
cement jolnts! the yarnlng Daterial may be omitted if so specified in the
Special Speclf lcailons.
B-4.4 " Mechanlcal Cotrpl ings.echanlcal couplings, not aa a part
of the plpe ltself, ehall be uanufactured of lrrought steel and Provided wlth
rubber rlnga and track head boLis and nut.s and shal"l be sLo11.ar and equal to
the coupling oaoufactured by rhe Dreeser l{anufactur:lnB C@Pany or Smlth-Blair
Class 400 as manufactured by Smlth-B1ai.r, .[nc" The Partlcular tyPe of coupllng
A-4. _1e14!1_ng,}{4!qr1e1 !99_ leU:en4:lqplgo_t Pl-I)c-l Jointlng materlal shall
be one of the followlng as specifLed ln the Special Speciflcations or as other-
wise speclfled in the Speclal Speclflcations.
B-a"Z, CeDent- Ali cenent shal 1. conforn to AST C 150, Type I or
to be used shat.l be in accordance with the requl reoen.ts of the Special
Specificatlons "
C. I{orloanshlp.
C-1 , Preparation of Trench.
C-1..1., Grade. The bottoE of the trench shall be graded by hand to
the line and grade to whlch the plpe ls to be 1aid, with pr:oper al lowance for
pipe thickness and for gravel cushi.on or speclal bedding when speclfled.
Before each section of the pipe i.s 1ald, the g"ade shali. be checked with a
straightedge at Least as long as the pipe sectlon, and eny irregular:ltles
found shail be corrected. The trench boEtc,u sha1l form a contlnuous and
uniform bearing and support for the plpe on sol id and undistrrrbed ground at
every polnt betrreeo bell hoies, except that for a maxluum distance of 1"8
l"nches near the center of the oipe, the grade may be disturbed for renoval of
lifting Lackl e "
C-7 "2" 3ell-{lpint) ,.*'L^t-grg. At the Locatlon of each joint' bell
(Jolnt) hol.es of ample dl.uenslons shal1 be dug ln the bottcm of the treflch and
at the sldes where necessary to per.ml t the jolnt to be nade ProPerly and per-
rnlt easy vlsual inspectlon of the entire joint"
C-l"3. Remova l of I{at.er, The Contractor: shall at all times provide
and maintaln auple ueans and devices to remove and dlspose of all rtater enter-
lng the trench excavarion during the process of laying the pipe" llhere cement
jolnts are used, the pipe shall be kept dry uDtll the joints are made and
untll the cement has taken its inlrial sel.
e. ?.1, Distr:lbut lng Pipe "Ua.-erial shall be distributed on the Job
frcm the cars or gtor:age yar:d oo faster than can be used to good advantage "In general. no Eore than. one weekrs s,upptr.y of matrerial shall be dlstr:ibuted ln
advance of the laylng unLess otherrrise epecified in the Special Speciflcatlons.
C*2.2" f,andllng aterlal" Pr oDer lmp'l.eqients, tool.s, aod facilltles
Eatlsfactor:y to the Englneer shail be provlded an.d used by the Contr:actor for
the safe and convenient prosecutlon of the wor:k. A11 pipe" flttings, val.ves,
and hydrants shal1 be carefui ).y Lowered into the trench, piece by piece, by
means of a derr:lck, ropes, or olher suirabl.e tool.s or eqrrlpnent, ln such a
nannet as to prevent daEage to the pipe line uater:lals and protectlve coatings
and Linings" Under no cl rcumstanc:es shai.l pipe llne materials be dropped or
dumped lnto the trendh"
C-2"3. llaflDer Test..The ptpe and fittings shal.l be lnspected for
defects and, whlle suspended abovegrade, be rung wlth a light hamer to
detect craeks.
C-2"e;. Cleanins Pi pe and Fi t t ings.Ail l-:ops, bllsters, and excegscoal-tar coatlng shal.l be r:emoved fron the bel1 and spigot ends of each plpe.
The outslde of the spigot and the inside of the bel 1 shall be wft:e-brushed
and rlped clean and dry and free from oii and greaee before the pipe is laid.
ll7
c- 4"-. !4Il"9.,
The ends of mechanlcal. joint plpe and flttlngs and of ru.bber gasket joint
plpe and flttlngs sha1l be wiped clean of al 1 dirt, greaser and forelgn
mat ter .
C-2"5. Placlnp of Pi pe lrr the Trench. Eve r:y precaution shall be
taken to prevent foreign material from enEering the plpe whl1e lt ls belng
placed in the Llne. If the plpe laying crew cannot put the plpe int.o the
trench and in place rrithout gettlng earth lnto tt, the Englneer may require
that, before lowering the plpe lnto the trench, a hearry, tlBhtly woven canvas
bag of suitable slze shall be placed over each end and left there untll the
connection ls to be made to the adjacent pipe. Durlng laying operatlons, no
debris, tools, clothing, or other: Eaterials shal.1 be placed in the pipe.
Q-2.5.L. Bel1-and-Splgot Pipe. After a 1 ength of bell *and-
spigot plpe ls placed ln the trench, the splgot end shall be centered in thebell and the pipe forced hsme and brought to corre{-t iine and grade. The pipe
shall" be secured ln place with approved backflll materlal tanped under lt
except at the bel1s. Pipe and fit.tings which do not alLow a suffi.cient and
uniforu space for joints shall be reooved and r:epl.aced wit.h pipe and ftttlngsof proper dimensious to icsure such uniform spaee, Presautions shall be takento prevent dir:t fr@ enter:ing the Jolot space"
C-2"5.2. Mechanlcal Jolnt and Bubber casket Jolnt Pipe" Me-
chanical Jolnt pipe and rubber gasket joint pipe sha1.1 be placed ln the trench
as hereinbefore speclfled in Iten C-2.5; pt.pes shal1 be connected as hereln-
after epeclfied for the respectlve type.
C-2.6" Nrmber of Plpes tald Before Jotnti ng.
C-2.6.1. Bell-and-Splgot Pipe When the jolnting material spe-
cifled Is cement, six or more lengths of plpe shall be ln pLace ahead of each
Jolnt before such jolnt ls flnlshed"
C-2,.6"2" Mechanlcal .jolnt and Rubber: Gasket Jolnt Pipe. Ue-
chanlcal Jolnt pipe and rubber Basket Jolnt pipe shal1 be connected as hereln-
after speclfled as soon as they are placed ln the trench.
Q-2.1 , Preventing Trench Water fron gntering ?lpe. At tines when
plpe Laylng 16 not in pro€iresa, Ehe open ends of plpe shall be closed by a
watertight plug or other means approved by the Engineer, and no trench water
sha1l be pernltted to enter the pipe" Joints of plpe in the trench whlch
cannot be pour:ed (see Ltem C-2.5) shal.l be caulked wlth packing to Bake them
as rratertlght as possible. These provlsions shall apply duri.ng the noon hour
as well as over:nlght. If water: is in the tr:ench, the seal shall reoaln in
place untlL the tr:ench is ptmped conpletely dry.
C-2,8, Cutt{ng Plpe, The cutti ng of pipe for lnsertlng valves,
fittings, or: closur:e pleces sha11 be done ln a neat aud workmanllke manner
wlthout damage to the plpe or llning and so as to l eave a smooEh end at rlght
angles to the axls of the pipe,
When oachine cutting ls not available for cutting be1l-and-splgot plpe 20
irches ln d1@eter or larger, thc el"ectric-ar:c cutting nethod rrl1l be per-
nltted, using a carbon or steel rod. Only quailfied and experlenced worknen
shall be used on thls rork.
The flane cuttirg of plpe by ueans of an oxyacetyl ene torch shall not be
all.orsed. I{hen appr:oved by the Engineer, the pipe aay be cut cold in the fleld
by use of rolling pipe cutters" or sledge and cold cutter" Rough edges shall
be suoothed as directed by the Engineer..
Ilhen mechanical joint or rubber Sasket joint pipe ls cut in the field, it
shall be cut as rec@ended by the pipe- manufact.ur:er, and the cut end shal1 be
recondltloned so that it may be used for the next ,jolnt" 0n rubber gasket
joint plpe, the outside of the cut shail be ground back or dressed as recoo-
mended by the ptpe oanufacturer and approved by the Engineer,
C-2 "9" Bel1 End to Face Direction of laying. ,rJnless otherslse
directed, plpe shall be latd rrl th betl en.d facing in the dJrectlon of the
l.aying; and for lines on an appreciable slope, bells shali (at the dlscretion
of the Englneer:) face upgrade.
C-2.1.0. Pe:mi.sslble Deflection at Joinrs..Wherever 1l is necessary
to deflect plpe fr:m a straight 1ine. elther in the vertical or horlzontal
plane, to avold obst.ructlons or pl rmb stetrs, or whera long-radius curvea are
permitted, the aeount of def-'.ection allowed shal1 not exceed that approved by
the Englneer. Ilaxlmro permitted deflections are indicated hereinafter ln
Tables I, LI, and trII"
(See folloring page for Table Ii)
tl8
TABLE I
ltl.inltlng factors:Joln! openlng not to exceed 0.75 lnch.
Caulklng space at face of bel1 to be not
less than 0"25 tnch ln wldth,
9"201
5'50'
4"20'
4" 201
3"50 |
3"40 '
3'10 |
2"40'
2"201
2'00'
2"00'
1'30'
1 '201
"00'
"00'
40'
I
1
0
0
0
'50
40
(1)
(2)
Nom.
Plpe
Dlam.
Joint
0penlag
Uax" Deflecti"on (in tnches) With
1
L2 ft" 16 fr"
th Deflec.
AngL e
2
3
4
6
8
10
t2
r4
16
18
20
24
30
36
42
48
s4
60
0
0
0
0
0
U
0
0
0
0
0
0
0
0
0
0
0
0
.4L
.43
"4L
.58
65
75
75
75
75
75
75
75
75
75
23.6
14. 8
11.1
11.1
9.7
9.3
7.9
6.7
5.9
5"3
4.8
4.0
3.3
2.8
2,4
2.L
L,9
L"7
JI "
19.
14.
14.
L2.
10"
8"
7"
7"
6-
5.
4.
3.
'f.
2.,
5
7
8
8
9
4
5
9
9
1
4
3
4
7,
8
5
3
3s "4
22.2
L6.7
L6.7
14.5
14"0
11 .9
10, 1
8.8
8"0
5.0
5.0
4.2
3.6
3"2
2"9
2"6
39
18.
18.
15.
15.
13.
11"
9.
8"
8.
6.
5"
4.
4.
3.
3.
2.
l+
7
5
5
2
5
2
2
7
8
0
7
5
7
0
5
2
8
Maxinrm Def l ec t i ons of Cas t Llg!,Eqll:eldiEpjlgqlBlIqt
18 f r.
I
z0 ft"
vv
TABIE II
l,farlmrm Deflection of Cast tr.ron ].{echanical. Joint Plpe
Safe Deflectlon for 150 Pounds Pressure*
2L
2L
18
13
13
13
9
9
7-L/2
7-1/2
6
6
5
5
5
28
28
24
18
18
18
12
12
10
10
8
8
7
6
6
L0
10
85
85
100
130
130
130
190
190
230
230
300
300
330
340
340
110
1r0
130
170
170
170
250
250
300
300
400
400
440
lI50
450
L25
125
l"45
195
195
195
285
285
340
340
450
450
500
510
510
31
31
20
2020 22
L3-1/2 L5
L3-Ll2 L51.1 1.211 1.2_
220
320
320
380
380
500
500
9
9
8
7*1/ 2
7 -1.1 2
*Ior pressures above 150 pounds, reduce the tabuLated deflection by 10
percent for each 150 pounds added pressure.
DA
Approx. Radius in Feet of Curve
Produced by Successlon of Joinrs
Length in FeetLength tn FeeE
Deflec" in lnches D
Size
of
Pipe
Bend in
One Jolnt
Angle A l2t 16t 19, 201 20'Lzt 16', 18,
3
4
6
8
10
r2
L4
16
18
20
2h
30
36
.+a
48
g'- 19 |
g'-19 |
7" -07'
5" -2L'
5".zl',
3"-35'
30-35'
3'-00 r
3'-00'
2'-23'
2" -231
2" -.05'
2"-00'
2"-00'
u9
t
TASLE I.I.I
Uaximun Deflectlons of Rubber Gasket Joint Pipe
Based on an l8-Foot Pipe Length
Bend in
One Jolnt
Ang1e A
S-2 .Ll . Al igrment . Pi pe lines intended to be straight sha1l be solaid, and in no case shal.I a deviatlon fr@ the stralght llne at any joint ex-
ceed one lnch.
g-2.\2. Unsuitable Condltlons for Laying Pipe.No plpe shall be
laid ln water or when,
unsuitabLe.
in the opinion of the Englneer, trench conditions are
C-3"1" Jointins of Cast Iron Bell-and-S plgot Plpe and Eit tings.
Siz e
of
?lpe
Defl ec tion
ln lnches D
Approx" Radlus in Feet of Curve
Produced by Successlon of Joints
3rr through 12rl
1.4'r and 16't
18rr through 24rl
18
1.5
11
2061
25gl
343 '
C-3.1"1. Placlug of Yarnlng }{aterlal , The yarning material
shall be placed around the spigot of the pipe and shal1 be of proper dlmensions
to center the spigoE ln the bell. When the splgot ls shoved hcme, the yarning
material shall be driven ttghtly against the inside base or hub of the bell
with suitable yarning tool s.
Ilhen a slngle strand of yarning material is used, it shall have an overlap
a! the top of not more than 2 inches. l{hen Eore than a slngle strand ls re-
quired for a joint, each strand sha1l be cut to s'rfficient length so that Ehe
ends w111 Deet without causlng overlap. The ends of the strands shall meeE on
opposlte sides of the pi.pe and noE on the top or aE the bottom. Successive
strands of yarning material shal1 be driven hone separately"
C-3.1.2. Oepth of Jointing f:La_L_. For lead joints, a space
not less than 2-Ll4 inches ln depth sha11 be left in the be1l in pipe havlng a
nornlnal dlameter of 20 lnches or less; 2-1/2 inches Lr 24-, 30-, and 36-inch
pipe; and 3 inches in pipe larger than 36 inches"
llhen cement is speclfied, a space not less than 3 lnches ln depth shall be
left in the be1l unless lt ls specified that the yarning material or packing
shaLl be cml t ted.
c-3.1.3"1.HeatlnE and Pou rlns of Lead. Lead shall be
5'00'
4"00'
3"00'
C- 3.__ loiEling _9E Pipe-.
c-3J,.!-"- lec4 Jp !s-.
heated in a melting pot kept in easy reach of the joint to be poured so that
the molten uetal will not be chilled in being carried frou the oelting pot to
the joint. The lead shall be br:ought to a pr:oper temperature so that, when
stirred, tt will show a rapid chaoge of color. Before pouring, all scr:m
shall be removed frc,E the surface of the aolten Lead. Each joint shall be
made with one continuous pour, fili ing the entire joint space wlth solld lead.
Spongy or iuperfectly fllled jotnts shall. be burned out and repoured.
C-3" 1,3.2. Position of Joint Runner, The j oint runner
shall fit snugly against the face of the be1l and the outside of the pipe and
shall be damed wlth clay to form a pouring lip to provide for fllllng the
joint flush with the face and to the top of the bel 1"
C-3.1.3.3" Caulking. After the Lead has cooled to the
temperature of the pipe! lead joints sha1l be caulked with pneumatlc or hand
tools operated by compeEent workmen untll such joints ar:e thoroughly cmpacted
and rratertlght. The finished Joint shaii show a hard and even-hamered sur-
face over a1I" Care shall be taken not to overstrain the be1ls durlng caulk-
ing. Lead should be caulked from the barr:el toward the bel1 of the pipe to
assure that lead will be forced into the bell groove"
C-3.1.4, Ceuent JoioEs,
C-3"1.4"f. Proportions of Cement and Water:. One quarE of
cenent shal1 be thoroughly alxed with about 1/4 pint of \rater. The mixEure
sha1l be such that, rrhen lt is tightly cotrrpressed by hand lnto a ball and the
ball ls broken into two pleces, the break sha11. be clean" If the hand is
rrater-stalned, the mixture is too rret. If the::e is evldence of crrmbllng in
the break, the mlxture ls too dry" The c€ment mixture sha1l ring wlth a
netalllc sound while being caulked.
C."3"1,4.3. Caulking Cenent Joints, Starti ng at the bottom,
the joint space shall be filled wlth the cement mlxture and the mixture caulked.
The renaining jolnt space shall then be refilled and caulked until the joint
ls practlcal 1y flush vith the face of the bel1, The mlxture shall be thorough-
ly compacied to make a watertight joint without overstraining the bell"
C-3.1.4.4. Trench l{ater and trnlti.al Set. No water shall
be allowed to touch the Joint until the initlal
C-3.1"4 " 5. Jolnts Nept Mol
set has taken p1ace.
st" Cement jolnts shall be
covered imediately wiEh damp burlap or: other material approved by the Engi-
neer for the pr:oper tiae to insure coupLete hydratlon. In cold weather, care
shall be taken t.o prevent freezLtg of the cement mixture before and after thejoint is made.
C-.1.1..4"6. Tine Lntervai. Before Fl11lne Pipe.Pipe l aid
with cenent Joints shal1 not be filled with water before a lapse of twelve
hours after the last jolnt in any valved sectlon has been made, and pressure
shal1 not be permitted in the pipe untll al 1 jotnts have aged as provlded inIten C- 7.
50
A:Lf:4.2-_!egqelo!:3qi9r!!qn. No cement shall be used
after havlng been rre f Eore than one hour or after i.t has taken lts lnitial set.
C-3.2. Jointing echanlcal Jolnt Cast trron Pipe" Mechanical J olnt
cast lron pipe varies slightly with different manufacturers, and the partlcu-
1ar plpe furnlshed shaI1 be lnsta1l.ed in accordance with lhe manufacturerr s
recomendations as approved by the EDgineer. Ln general , the procedure
sha1l be as herelnafter specified. The ends of the pipe shall be cleaned of
all dlrt, mud, and foreign Eatter by washing rith lrater and scrubblng vlgorous-
ly with a wlre brush, after whlch the gl.and and gasket shall be sllpped on
lhe plaln end, If necessar:y. the pipe end may be lubrlcated with soapy water
to facilitate sliding the gasket in place. fhe end of the plpe shall then be
gulded carefully into the bel1 of the plpe previously laid. Ehe splgot shal1
be centrall.y located ln the bell, the gasket placed in posiEion, and the bolts
inserted in the ho1es.
Torque ranges to be applled to cast iron bolts and wrench lengths whlch
should produce the required torq-e when applied by the average man should be
as fol lows:
Tor:que Range
Ft. - Lb s.
llrench
.tgIlEtL-Jnj.
518
3/4
1
L-L/ 4
40- 6050- 90
70 - 100
90 - 120
8
10
14
When tlghtenlng bolts, the gland should be brought up toward the flange
evenly, malntaining approxlmately the same dlstance between the gLand and the
face of the flange at all points around the socket, This shall be done by
partially tightenlng the bottor bolt first, then the top bolt, next the boLts
at either side, and last, lhe r:emalnlng bolts. This cycle should be repeated
until all bolts are wlthln the required range of torques" If effective seal-
ing is not attained at the maxlmro torque, the jolnt shal1 be dlsassembled and
reassenbled after thorough cleaning. Overstressing of bolts to conpensate
for poor installation pract.lce shal1 be avoided,
C-3"3" Jolnting Rubber Gasket Jolnt Plpe.,Cast i.ron pipe rrith
rubber gasket type Joints sha1l be lald and Jolnted ln strlct accordance wlth
the Eanufactu::ert s recomendatlo8s as approved by Ehe Englneer and in accord-
ance wlth the requireDents of the Special Specificatlons" The Contractor
shal1 provide all special Eools and devices such as special jacks, chokers,
and slmilar items requlred for the installation. Liibricant for the plpe
gaskets shall be furnished by the pipe oanufacturer, and no substltutes will
be permltted under any clrcuostances.
C*3,4. Electrical Cont inuity "When so stated 1n the Special Specl-
flcations, the Contractor shall provlde adequate means to perEit an electirc
current to pass across all pipe joints wlthout excesslve voltage drop. The
electrical connection shal 1 be made by driving silicon-br:onze wedges betrreen
the barreL of the plpe and the mouth of the bel 1 where joints using rubber
rlngs are empl oyed, Two such wedges shal1 be lnstalled Per joint on oPposite
sides of the pipe on the horizontal center line. The wedges sha1l be approxi-
Eately one inch square and shal1 be tapered frou 118 lnch to 1116 lnch approxl-
mately, ?he wedges shall have serrated edges to provide good contact. The
voltage drop at 500 amperes current flow shall not exceed 1.0 volt Per jolnt"
Diameter
of Bol t-In "
C-4. Setting Valves and Eitti.ngs,
C-4"1" General" Valves firtings, plugs. and caps shall be set and
laying andjoioted to pipe
jointing pipe.
ln the Danner hereinbefore specified for cl.eaning,
C-4.2" Location of Valves, Valves in water malns sha11, where
possible, be located on the
shown on the Plans "
sLr:eet property lines ext.ended unless otherwise
C-4-3._ fe1re_,Lo4g!. A val.ve box shal.l be pr:ovided for every valve
which has no gearing or: operating rechanism or: in which the gearlng or operat-
lng mechanisn is not fu1ly protected wlLh a cast iron grease case. The valve
box shall not transmit shock or stress t.o the valve and shall be centered and
pltmb over the !.rench nut of the valve with the box cover flush rrith the sur-
face of the fl"nished pavement or such other level as may be directed by the
Engineer "
C-5.1, Location. Hydrants shall" be located as shown on the Plans
or as directed by the Engineer i.n a aanner to provi.de co.Eplete accessitrlllty
and to minimize the possibility of damage fro vehicl.es or lnjury to pedes-
trians. If hydrant locatlons are not shown on the Plans, the fol.lowlng condl-
tions shal.l gover:n:
I{hen placed behind t.he cur:b and r+here no Lam space exlsrs, the hydrant
barr:el shall be sat so tha! no portion. of the ptruper or hose nozzle cap wlll
be less than 5 inches nor more than 12 lnches fr:om the gurter face of the curb.
Ifhen set ln the lamr space betreen the crir:b and Ehe sidevalk or between
the sidewalk and the p!:operty line, no portion of the hydrant or nozzl.e cap
shall be within. 6 lnches of tbe sldewa].k or: the Butter face of the curb.
C*5.2, Posltlon" A11 hydrants shal.l. stand pkmb and shall have
thelr nozzl.es parallel wlLh or at right angles to the curb with the punp€r
nozzle facing the curb, except that hydrants havlng two hose nozzles 90 de-
gtees apart shall be set with each nozzle faclng the curb at an ang1e of 45
degr:ees. Ilydrants shall. be set to the established grade wirh nozzles at leas!
12 lnehes above the ground as shonn on the Plans or: as directed by the
Englneer.
C-.5"3, Connectlon to Main" Each hydrant shal.1 be connected to the
maln with a 6-inch casL iron branch control.led by an independent 6-lnch gate
valve, unless othen ise speclfied or shown or the Pl.ans,
C-5-4. Hldralrt Drainage" Unl ess othenrise speclfled ln the Plans
or Special Specificatlons, hydrant dralnage sha1l be provided at the baae of
the hydrant by placing gravel or crushed stone from the botton of the trench
to at least 6 inches above the waste opening ln the hydraot and to a distance
of 1 foot around the elbow. No drainage systeur shal1 be cornected to a sewer"
A concrete base at least 12 inches squ-are by 4 inches deep shall- be provided
for all hydrants.
51
E:5 ,, -,_s e!_!_a4l!!yt4raq! q:
C-5,1. Lluitlng Pipe Dianeter and Degree of Bend. On al 1 plpe l ines
4 inches ln diameter or larger, all rees, plugs, caps, and bends exceeding22-l/2 degrees and other locations where unbalanced forces exist shall be
securely anchored by suitable thrust backing as shovn on the Plans or herein-after specified.
Thrust Bac\ing. Reaction or thrust backi ng shal.l be placed
as shom on the Plans and shall consist of concrete of a mix uot leaner than
one ceoent, two and one-half sand, five stone, havlng a conpressive strength
of not less than 2,000 pounds per square inch. Backing shall be placed be-
tv,ieen the undisturbed ground and the fitting to be anchored " The quantity of
concrete and the area of bearlng on the pipe sha1l be as shown on the Plans or
directed by Ehe Engineer" The backing shal 1 be so placed that, unless specifi-
cally shown otherwlse on the Plans, the ptpe and flttlng joints wlJ,l be
acceeslble to repairs,
C-6"3.. Metal Har:ness" Uelal har
c-6 .2.
quate str:ength to prevent movement may be u
directed by the Engineer,, Steel rods or cl
wlse rustproof treated as shown on the Plan
ness or tie rods or clamps of ade-
sed lnstead of concrete backlng as
amps shall be galvanized or other-
s or directed by the Englneer.
C-6"4. Anchor:age of Ilydrants.The bowl of each hydrant shal 1. be
well braced against unexcavated earth at the end of the trench with stone slabg
or concrete backing" or it shall be tied to the pipe with suitable uetal tie
rods or clanps as shosn on the Plans or directed by the Englneer.
c-7.drostat.ic Tests. Pressure and lea kage tests shall be made on all
newly laid plpe or any valved sectlon of it, or both, unless otherwise speci-
fied in the Special Speciflcations" The Englneer will conduct the tests, but
the Contractor shall furnish all necessary assistance, equipment, and Daterial
and shall rnake all taps ln the pipe as required,
The Contractor shall- furnlsh the followtng equlpmenf and materials for the
tests, unless otherl,lse speclfied in the Speclal Sprecl.flcatlons:
2 5-ga11on gr:aduated containers
2 Pressure gauges
1 Hydraulic force ptmp slnllar and eqtral. to Paclflc
H.T. 75 as manufacEured by the Paciflc Punping
Company of Portland, Oregon
Suitable hose and suction pipe as required
The tests shall be conducted after the trench has been backfilled or
partially backfl1led with the joints lef t e:posed for lnspection. Ilhere any
section of plpe is provided with concrete reactlon backing, Ehe preaaure test
sha1l not be made until at least five days have elapsed after the concrete re-
actlon backing is instalied" If hlgh-early c€ment is used for the concrete
thrust backing, the tine may be cut to two days lnstead of the flve prevlously
speclfied "
Pipes Jolnted wLth cement shall not be subjected to hydrostatlc pressure
and lnspected and tested for leakage untll at l"east 35 hours have elapsed after
the rlain ls fllled rrlth l,rater aa speclfled in ltern C-7.3"
C-5. AnSholege-
The pressu::e test shalI be conducted in the foilowing .manner, unless other-
wise specifled ln the Special Specifications" After: the pipe has been back-
filled or parLially backfill.ed as herelnbefore specified, the plpe shal1 be
filled with water" Unl.ess stated otherwise in the Speclal Speclficatlona, the
test pr:essur:e shali. be 1-112 ti.Ees fhe norEal stacic pressure, but not less
than 50 pounds per: square inch"
C-7.L, Duratlon, The duration of each pressure test shal 1 be 30
minutes unless other:wise sEated ln the Special Specifieations.
C-7.2" Expell ins Air,Before appiying the specified test pressure,
all air shall be expelled fr:oo the pipe.
C-7.3. P::ocedure. Each valved secflon of pipe shall be slow1y
filled wlth water to replace any lost; and the specified lest pressure, Eea-
sured at the point of lowest elevation, shal1 be applied by means of a pump
connected to the pipe in a satisfactory manner.
Ihe ptrmp shall then be val.ved off, and rhe pressure shall be held ln lhe
line for the test period" At the end of the test per:iod, the ptf,p shall be
operated untll the test pressure ls agaln altalned,, The pLmp suctlon shall
be ln a bucket, barrel, or slurilar devlce. or through a meter so that the
amount of water requfi:ed Lo restore fhe test pressure may be measured
accurately.
C-7.4" Leakage.Leakage shaii be define:l as the quantity of rater
necessary to restore the speelfied fest pressu.re at the er,d of the test perlod.
No pipe lnstallation will be accepted unt-il the l eakag": is less than the nrE-
ber of gallons per hour as det.ernined by the fonoula followlng:
L=ND(P)1r2
in which
L = allosable Leakage ln gallons per hour
N = nr:mber of joints in the length of plpe tested
D = nolnal. dlaneter of pipe in inches
P = average test pressure dur:1nfi the leakage lest ln
pounds per sqriare lnch
C.-7.5" Correction of Excesslve Lea kase.Shorld any test of pipe
laid disclose leakage greater than that allowed under: Ltelr C-7"2* above, the
Contractor sha1.l, at his own expense, Locate and repair the defective joints
or pipe until the leakage is within the specified al.lowance.
C-8. _ slef-l f&e!&q. Sterllizarion of new lines shall be
Contractor prior Eo connection to the exlsting systeo.
completed by the
Prior to chLorination, aI1 dirt and foreign Eatter shal1 be flushed frcm
the line. Water shall then be fed slowly into the new line with chlorlne
applLed in aoounts to produee a dosage of 40 to 50 ppn. Treated water shall
be reEalned ln the pipe for at least 8 horrrs" A resldual of not less than
5 ppn shall be produced ln al I parts of the line affer the 8.-hour period has
s2
5 500
elapsed.
The chlorlnatlng agent shall be either a llquld chlorine gas-water Dix-
ture, dlrect-fed chlorine gas, or a calci.rs hypochlorite and water moisture.
Chlorioe gas-rrater Eixture shall be applied by means of a solution-feed
chlorinating device. Chlorine gas shall be fed directly frorn a chlorine cylln-
der equipped with sulEable device for regulating the rate of flow and provld-
ing for effective diffusion of gas within the pipe. Calciun hypochlorlte
shall be slmilar and equal to comercial products knowa as II.T,E., Perchloron,
or Maxochlor, A solutlon consisting of 5 percent powder to 95 percent water
by rreight should be prepared. The calcium hypochlorlte and rrater Elxture,
first made into a paste and then thinned to a slurry, shall be lnjected or
plmped into the newly laid line under the condltions specifled hereinbefore.
The method of placing concentra.ted quatrtlties of comercl-al sterlllzers
ln the llne as it is belng la1d ls not a satlsfactory method of sterlLlzatlon
and w111 not be permltted.
Durlng the chlorination process, al 1 valves in the main line sha11 be
oPerated.
AfEer chlorinatlon, the water shall be flushed frolo the line at lts
extremities until the water tests are equal chemically and bacteriol.og ical1y
to those of the permanent source of supply"
Jou*sou E*rt**oFtER & B*,tts coooutt':,{^f"I{,::""'
I O22 TWELFTH AVENUE SOUTH
cc 'tlr. Br:eld J. Cox, clty cl.rk
Clty of !{crldl.an
TELEPHONE 466-2323 0R 888-4460
SUMNER M. JOHNSON. P.E.
R. W. UNOERKOFLER. P.E.
WILLIAM lv. ERIGGg. P.E.
Juoe 9, 1965
Yilllng Ploblq 6 E..tlu8, InG.
616 Eouth Eoos.velt
Bolcc, Idaho
Subteet: xotle. to Procccd
Cantlraai
You qrc hc?eby ruthorlred to proce€d rdfh thc coBatrrrclloa
of tho 1955 Erit Slde Perk Serar Llft SartloE, Clty of N.ridl.tr, Ada
Cou[ty, Ideho, 1a accordeuce Elth thc phnr, speclflcatlon!, aod coo-trrct docrDdrt. for erld projcct.
Plreae kecp 1D n1trd thrt coqletlotr d.te for th. proJcct rcrLle 40 celeader daya frou th€ datc of thlc Notlco to ProGGcd.
Slneercly youra,
Sumrer l'!. Jol oDr Dll
Sl{I l ab
0
otFtcE Atso Ar 621 y, MAIN SIREET, BOISE, IDAHO, 83702 * TEIEPHONS 344-0240
G
Y
'ru'."z;yy'(-t/-*" x-rru /i*-lt4a-A1-,
I
GAnBAGE IID tRrst SUnt EY Or leuDIAIIf.y, 1965
A aurtty xla lrd. of 8.rta8. od tlrah corPliac. ln th' F rld'nthl
lnrr of rhrldlo by ry..lf . ltt. cerrol coLr.tr of thc llrrtdlo clty councll. '
od 6trf of Pollcr, C.o. HID.D. A totlt of 28 bloclr nrr chrctrd by
rlrlvlry dol! th. rlr.yr. Fotloring lr e runrry of th. r.ault'.
Iu$.r of grrolter rurveyod ------'- 2I9
P!rt'.a. brvlog rrr tho o. acaPtabla Sertrto crl --------- :X
Bunlnj burrlr oot.d ------ ------ 100
Grrbr3r .c.ttar.d I
b!5t.b to bo glclod uP - Dot 9t!P.rly rtottd ------ I
tluto.at of thr prolrr er e rholr rrr good. Sor DtlD'rty or'D'r'
btrr tro .ILI 8rr$tgo c&. r.tbar tbr oa ler3or co (3? irllo c.P.clty ).
ltb rtor :rrtrf plcl-up r ttttlc rrt hborour hrviat to 'r9ty tro crl'
lData.d of Or" Sa rrrbDlah auch a. .bttbD.ty ald laUD cllpgla3r ler. not
ato!.d or tled for olr of lundllag.
!t rpg..!. tb.t th. bltiprt proD!'.r lt . rlth thr bumhS bE8.l'
Drclut. ror jrrtqe rtu t!.vltrbly b. to...d ittto tb. b.rr.I.. ltlr of
oour.a caur. u uadrrlrrrblo o&r Ed ta r lourco of food for !4t3.
n .P.ctfuu':, .ubnlttd.
.r.aa S. Spranl r R. P. S.
Srlt.tl- Il
cttr-CaDty H..lth D.D.rtrDt
t A JOB TO YOUR II\ING _
'AIL
VI('NG
",76*4?
7z*4ta9 &
TcaAag, 1*
I(EITH A, PEIERSON
616 so. RoosEv€LI
PHONE 3:14.7926
BOTSE, rDAHO 83705
PROPOSAl
T 0 TltE OI^INER Ci t r of lferidian. Tda.ho
for cons ir:uc t iog East Lth Streat Ser,raqe lift S,tation
C itt, of l'ler{ diar IN
6 ent 1 emeir :
Pa1
The undersigned as bidder declares:
That the onlv Derson or persons interested in this proposaL as princi-
are those named her e in;
That this proposal i; made uithout coLlusion L,ith any other persou,
firm or corporation; that he has carefully
form of contract therefor, on file in the
examined the p1ars, specifications and
office of the Citr Cler lc
That he has satiified himseLf as to the quantiEies and conditions and
understands that in signine this proposal he waives al 1 rigtt to plead misunder-
standing regarding the safle;
That he understands that Ehe quantities in this proposal are approx-
imate only, and that he is wil1i.ng to perforrr, anv increased or decreased quanti-
ties of work at unit prices for such vork as set forth in this proposal .
And he proposes and asrees if this bid is accepted that he will contract
with said Owner, in the said form of contract. to provide aI1 necessary machinery,
tools, apparatus. and other means of construction and to do al 1 of the work, and
to furnish all of the material specified in the contract in the manner and time
therein prescribeC, according to the requirements of the Engineer as herein set
forth, and that work shall begin within ten 101 calendar days after receipt of
\_, notice to proceed and shal 1 be completed |lO rl a;' anml't a*.i nn
lro daws as npr 'l ans ard sneei fi aal',i
2
County, faatro. (
ThaL he will take in ful1 paynent therefor, sums accordinS to the actual
amount of work performed of the various classes and the respective uoit prices
bid as given in the following scheduies of contracl prices, entitled Proposal -
Schedule of ltens and Prices"rt trn cases of discrepancy in the contract prices,
the unit prices r,rr:itten in words shall govern.
The full name and residence of aL1 parties and persons interested in
the foregoing propo;al are as follows:
IiOTE: Give first and last names in fuli; in case of a corporation, give naoe
President, Ireas,.rrer and l{anager and nane of lhe state in which incorporated,
in case of partnership, Bive the naIles of lhe individual co-partner:s.
l\alne AddIes s
l,,rrr.la A I'rr1'I 1'l 'l 'l E ^ Pcnr va]11e
of
and
Pre8. - Treas.
(1o2 c,n overI(al th A- Po
V.Pres. - Sec.
Incorporated under lhe
Datei June 7. 1955
Laws of the Stale of
_- Le.@"
VTI(T}IG
(Nlame of Organiz at:i on)
ae
Address of bidder to v,hi.ch co:rununications conce
tracE should be sen!:
i:e) v.sident
v/ith this proposal or con -
61 So- Foosewe'l +-Pois Iclaho(Street)
N0XE: Ihe "Proposal.tr cont inue s
the heading rrPropo s a1 .tl
(Citr and State)
throuqh succeeding pages, each of *hich carrles
t
3
q+
1165 ErSr 5rD8 tltr tSraBr IJrI st lrfl
clnr 0t lcflDl.lt. IDA cognnr, rDAx,
tr.aa Lllt Et.lLa 3tr..trr. rd Sarr
hlrrslr Ll.r. C.r ttr lrry r ptlcr cf
'nhl-a +-h^''c*C.r. firryF .h*rrdlpadl ser,'ent1/-six Dfllfff
--:1O--- --Cratt
(l-:Jg6.oo-J ctrL:.
l,!r lo.
l.
Totrl for It p
f--lrL75.9g-
rlrd
I
t $
a
Porvcr of Attonlcy
Xo. 24.3550850
oualified ln ltu8r Coorit,
CerL tiled ln tlew YoIl coonl,
Gommisslon ErpiBs Mrich 30, 1965
I, E.
GreatAmerirun
SnsnrorruGompang
tr\euflorh
HOME OFFICE' 90 JOHN ATREET
NEW YORK 38. N. Y.
finnnr All !ffipn hg U$w flrrmntr:that the GREAT AMERICAN INSURANCE
COIIPANY, a corporatior organized and existing under and by virtue of the laws of the State of New
York, docr hcreby nominatc, coflltitutc and appoint thc pcrlon or penoru nemed bclow itr tnrc and lu-
lul attomey-in-fact or attorncyr-in-fact, for it a1d in its nemc, place and rtead to cxccutc in bchelf of thc
raid Compeny, .! surety, any end ell bonda, undertakings and contract of rurttyrhip; provided thrt tic
tiability of the raid Company oa a.ny ruch bond, underteking or contrect of rurctyrhip cxcttcd undcr
thir euthority rhall Dot €xc€cd thc limit deted bclow.
Name Addrcss Limit od Povcr
C. W. UNMUIST BoISE, rDAIo t5oo, ooo.
Thir Powcr oI Attorney ir additionally limitcd as followr:
This Power of Attorney revokes all prwiour lnwcrr issucd in bchall of thc attorney(r)-in-hcr
named above.
In EUnrff illqrr,ot the GREAT AMERICAN INSURANCE COMPANY has caused thesc
prescnts to be signed and attestcd by itr eppropriatc olliers this ljth d:y oIJutris , 19 64
GnBar ArmnrcAN INSURANcE CoMpAr\ry
Attest :By }I. C. },TARRIN
Vice-.President
_*ltrruau.G. -EErIrs"-'D
Secr€tsry
STATE OF NEW YORK
COUNTY OF NEW YORK
s5I
VI. C. MARRTN , bei[g duly sworn, deposes and says that he is the
Vice-President of the Great American Iusutance Company, the corporation which is described in and
which executed the foregoing instrument; that he knows the seal of the said corporation; that the Eeal
affixed to the said instrument is such corporate seal; that it was so affixed by order of the said cor-
poration; and that he signed his name thereto by like ordcr. He further says that the signature ofI^IILLIAI,I G. FETTIS. JR. , Secretary of the said company, is in the genuine
handwriting of the said IILLIAM G. FETTIS^ JR- , and that he is duly authorized to
at(est the execution of the said instrument and to affix thereto the seal oI the company; that the said
company is duly and legally incorporated under the laws of the State of New York and has received from
the Superintendent of Insurance of the State of New York a Certifcate of Solvency and of its sufficiency
", "urity or guarantor under the Insurance I-aw of New York, and that such ctrtificate has not beeir
revokedland that the said company has complied with and is now complying with the provisions of the Act
of Congress of August 13, 1894, as amended by the Act of Congress of March 23, 19lQ allowing certain
corporations to be accepted as surety on bonds.
The deponent further says that the following are true extracts from the By-[,aws of the Great
American fnsurancc Company:
ARTICLE IV.
O6ccrs: Powctr and Dutic!.
Section 4.... The Prcsident.., shall elso have power snd Euthoriiy, Irom time t tlme, to appoint and nx
the compensation of one or more attorleys.in.fact, t prcscribe thelr r-eape-ctive duties and the respectlve llmita of
their auihority, arld to revoke sny such appointment, at arly tlme, ln hlr discretlon'
Section 5. , . the sevcral Vice-Presidents . , . shall act, in the ordcr of their .lpointmcrt, in thc placc ol thc
Presidint, exercising all his powers and performing hir duties, during his abscncc or disability.
5-""t ifu[s{gdfrltrh#his 15th
rhlnuFusLrc,,liheot tyi Yotxlg Bl W. C. },IARRTN
O. HAI,L
CERTIFICATE
' saarctary
Aoistent {cc,cg ,of the Great American Insurance
originals
of Anorncy
nos on file
and the forc-f Power
in thc Homo
erefrom and of the whole of the
ard is now in full lorct gnd cfi€ct'
th said
Companv. do herebv certity that I have compared
goirt! c6[y oI afiidivit annexed to tie said Power
bfiie of ine said company, and that the same are
rai,l -igin"tt, and that'thi said Power of Attomey
the foregoing copy o
of Attorney with thc
correct transcripts th
has not been revoked
IN TESTIMONY WHEREOF,I have hercunto set hand and aflixed the
pany this lr
t.9o8tE-5u-1-t9
?th day of June
my
l9 o).
v
No. o-....*91............ ..
IMPORTANT
The number of perronr
authorized by thir power
of attornev ir not rnorc
th"'.....-....-......9118.-
BBSU Bond No. 8076(
PBOPIrS-{1 Er.\sD
KNOW AI! MEN B"f THESE PRESF]\-J.rhar we Vikine Pluxnbing & Heatinc.
Inc.of
and
Addre5s)
Great Anerica,n Insurance Ccmpanyas Pr inc ipal ,
as Surety, are
lSuret-1,/)
held and firrnlv bound unto The Cit v of Idaho
I O\,ner J
.;rry" -p.. ""* ,Ji,nii"lXl'lli"i"ll3l"i'i,'Tll';.ll"ili :;':.?:'ri:l:ir:fl
for the work hereinafter descrihed, fcr the pawTleot of which, well and truly to
be made, we bind ourselves, our heirs. executors, ad.nin'l: 3trators, successors
and assigns, firmly by these presents.
Ihe condition of thir ohlisat;cn i:;uc:, that whereas the PrinciPal
has thi s dar submi t t ed a ;ec - eC prcoo.. f ,):'
1955 East Side Park Sever Llfb Station
City of Meri.diar, Ada Cornty, ldaho
l:OW, IHERXFORS, if the said Princip.,l shalL be awar ed and shalL duLy
make and enter into a contract erith the Owner in accordarce r"?ith lhe terms of
said proposal and a',aard, and sha1l within ten I0t da-u; afier presenta,:ion of the
contract furnish a b:rd acceptable ro'he ',n-ner for the faithful performance of
such contract, then thjs obl lgation shal 1 b.e nul 1 and void: other!,ise it shall be
and reuain in full force and effect
.IN Id I INESS UHEBE:)F. thE above
June
Iri tne s s:
bounded parties l'ave executed this in-
strumenE. this --?!I- dav of . re_ql
lf Individual or Firm)
-
Pr inc i oa1 ,t
VIKI].E &, INC.
.4.ttest:
Attest
ea"1 L-
( If Corporat i on
( CORPOBATE SEAT )
1 i t1e,
GREAT AMERICAN INSURANCE COMPANY
.S iretal
/4 -" ,-
;itle
F}{
5
/SEAI. OF SUREIY
B.,
Att
llon t rac t or )
_ Boise. Idaho
v
PROPOSAl
To THn oi,tNER Don M. Storey, l4a;ror, Herald J. Cox, City of Merldlanr Idaho
for construcEing 1965 Ebst Side Park Sewer Llft Station. City of Mertdian,
Ada County, Idaho
1l]County, fdaho.
GentlemeLr:
PAL
The undersigned as bidder declares;
That the onlw oerson or persons interested i.n this proposaL as princi-
are those named herein;
That this proposal is made r.rithout collusion wirh any other person,
firm or corporation; that he has caref,.r11y
form of contract therefor. on file in the
Merldlan, Idaho
examined the plars, specifications and
office of the vof
That he has satisfied himself as to the quantities and condit.ions and
understands that in signine this proposal. he waives alI right to pLead misunder-
standing regarding the same;
That he understands that lhe quantities in this proposal are approx-
imate only, and that he is willins to perforl anv increased or decreased quanti-
ties of work a! unit prices for such work as set forth in Ehis proposal .
And he proposes and agrees if tbis bid is accepted that he will contract
with said Owner, in the said forrn of contract, to provide all necessary machinery,
tools, apparalus. and other means of construction and to do a1 1 of the work, and
to furnish al 1 of the material specified in the contract tn fhe manner and cime
therein prescribeC, according to the requirements of the Engineer as herein set
forEh, and that work shall begin within ten .10) calendar days after receipt of
notice to proceed and stral1 be completed 45 calendar days thereafLer.
I
?-
NOTE: Give first and last names in fuli;
President, treas,.rrer and Uanager and nalr.e
in case of partnership, give the nanes cf
in case of a corporation, give name
of Ehe state in vhich incorporated,
the individual co-partners -
'Ihat he will take in full payment therefor, sums according to the actuaL
amount of work performed of the various classes and Ehe respective unit prices
bid as given in the foLlowing schedules of contract pr-ices, entitled rrProposaL -
ScheduLe of Ltems and Prices"i' In cases of discrepancy in the contracE prices'
the unit prices wriEten in words shail govern.
The full name and residence of all parties and persons interes|ed in
the foregoing proposal are as follous:
of
and
Name Address
Ed F. Iesslnger, Jr.hesident Box 1869, Boise, Idaho
Ed F. Icsslnger Jr.Trea.
Ed F. Iesslngor, Jr.Mgr.
Incorporated under the la',;s of the State of Idaho
August 31 te !!!
Iessinger P1ufi:fug & Heatlng Co.
Jtne 7, 1965
{ Name of Org anl t
By-
Date:
L e
Address of bidder to r^rhich conmunications concer:ned with this ropos a -1-r con "
tract should be sent:
P.0. Box 1669 v BoLse. Idaho 83701
(Street)(Citl' and State)
NOIE: Ihe rrProposalrr continues through succeeding pages, each of chich carriesthe heading rrProposal .rl
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President .- -
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1965 EAST SIDE PARK SEWER LIFT STATION
CITY OF MERIDIN, A'A COUNTY, IDATO
PROPOSAL - SCHEDULE OF 1TEM AND PRICE
Ser,rage Lift Station Structure and Sewer
Pressure Line for the lump sum price of
Iour Thousand Eight t{undred eighty-seven Dollars
and no Cen ts
($4.88'7.00 comp 1e te 4.88'7.00$
tl
ltem No.
1.
Total for Item
SYMBOL
SERVICE
Bond No.
BID BOND
KNOW ALL MEN BY THESE PRESENTS: Thqt WE, LESS]NGER PLUMBING & HEATING
os Principol, (rld the UNITED PACIFIC INSURANCE COMPANY, q corporqtio! orgolized qnd existing under
the lqws o{ the Stqte of Woshington, Cld qutho zed to do business in the Stqte of Jdano
qs Surety, cne held cnd firmly bound urto the CITY OF MERIDIAN, ADA eOI lTY, IDAIIO
os obligee, in the sum of - FIVE PER CENT ( 5%\ OF TIIE TOTAI AMOI]NT BTD -
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DOLLARS, Iowtul money of the United Stqtes
of Americo, to the pqyment of which sum of money well cmd truly to be mode, the soid Principol qnd Suety
bind themselves, their and eqch ol their heirs, executors, qdministlstors, successors ond ossigns, jointly qnd
severolly, by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, thot, if the Oblisee sholl moke ony qwqrd to the
Principol for: construction of the 1965 East Side Park Sewer Lift Station,
City Of Meridian, Ada county, fdaho
occording to the terms ol the proposol or bid mqde by the Principol therefor, ond the Principol sholl duly moke
ond enter into q contrcct with the Obligee in qccordqnce with the terms of soid proposol or bid ond qwqd qnd
sholl qive bond Ior the faithlul performonce thereof, with the UNITED PACIFIC INSURANCE COMPANY qs
Surety or with other Suety or Sureti.es opproved by the Obliqee; or if the Prlncipql shq[, in cose ol fqilure
so to do, pqy to the Obli.gee the domoges which the Obligee moy suffer by reoson of such fqilure not exceed-
ing the penolty of this bond, then this obligotion sholl be null ond void; otherwise it shqll be qnd remoin in
full lorce crrd effect-
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Sisned, Seoled cmd Dqted this doy of \....\
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LESSINGER P
ATTEST:P tinci? al( s)
By:
Mar re V. Andersen,Se cretarv n
UNITED PACIFIC CE CO
v Marti n W. Rust II, A
B-1312 - Conbqct - Bld Bond
aaaaaaaaaaaaaa aaaaaaaaaaa aaaaaaa
,.fr ESI
sUN.ITED PACIFIC INSURAN.GE COMPANY
A MEMSER OF UNIAEO PACIFIC INSUBANCE GROUP
HOME OFFICE: TACOMA, \AIASHINGTON
lir', ,r. r'i:. .i.tt .i l:i,. :::
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.1965 LAS] Sl lrl: PARK SLi'.ER LIF'i SlrAl lOi:
Cl]'Y (,F MilRlDr&\, AIA CUUN11", IJ-.lilo
PI,AI'S, SPECIFICATIONS, AND CONTRACI DOCUMENTS
THE O\INER:
DON 11. SI'OP'IY, )layo r
HIiR.\LD .I . COX, C j ty Clerli
City of Heridian, liaao
I',iit,, LNGl.Nll.ils:
JOIINSON, UiiDEli(Ol:r,ER & BRICGS
Cr-,ns el t irr1l [,li:i.rinrrcrs
I(j22 1\,cl f tl, A\'(r)uc Soutir
l,l.ruipa, l(llll,, 81651
Ic 1c,plton, : 46('-21?-.1 Area Code
,P-7-
?OE
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/*{
I965 TASl SIDL PARn SEIJER l.rl'1 S.r'A1 rO\
Ci IY OF MER]IIIA,\i, ADA CUU},]\', ID,\IiO
TAtsLh 0f CONTLNI'S
Pl e \o.
1. Advcr"tisencriL f<-rr Bids 1
2
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5
6
6
9
3
q
5
6
7
8
2, I'roposal
Schedule of lteio and Price
Proposal
Contract
Contrac t
General
Special
Special
Bond
Ag reeneDt
Bo nd
Cond i t i-ons of Contrac-t
Provi s i ons 2t
Specificatious
SLandard SPrciFications
Standard S p,. cifications
Sectioo 3
Section 3
Section l
Section 3
Section 3
Sec t ion -]
Section J
Section i
28
28
30
3I
33
3L
35
35
36
.01 . Gene ra I
.02. Excavation and Backfi 1l i ng
,03. Manhole Consiruction
.04. Rau Sewage Puntp and Uotor
.05. Cast Iron Pipe and Fittin&s
.06. Valves
07. Pressure Discharge P ipe
.08. Electrical and Punp Control
for Trench Excava t i on
Systenr ----- -
and Backfill()40
4510.for Cast Iron Pipa and Fittings
11. I Plan She(-1, Drawlng No. 650420-0i
1965 IAST SiDE PAzu( SE''{T]R LiT''I S'TA'IION
C1TY 0F I{ERIDIA\, :\DA COUN*'IY, IDAilo
ADVERTISEME:']T FOR iJ IDS
Sealerl proposals wilL be received by
hereinafter knorn as the Owner, or as thc
Meridian, Irlaho,vr,ti L durt e
l{ountain Standard Time, at \./hich tine the
read,
The work contemplated is lncluded under one lurnp sum bid item anC consists of
a sewage l-if t sEation, complete, with approximately 247 feet of 4-incn pressure
discharge line. the work will be ar,rarded to one responsible bidder subinitting the
lowest acceptable bid.
Plans and specifications may be examined at the office of the Citv C1erk,
Ileridian, Idaho, or ar the office of Johnson, Under:koEler & Briggs, Consulting
Englneers, 1022 TrrelfEh Avenue South, Nampa, Idaho. A copy of the said documenrs
may be obtained at the above ofEices upon payment of a charge of $5.00 a set.
Payment is to be made Eo Johnson, Underkofler & Briggs, ConsulEing Engineers,
Nampa, Idaho, and is not refundable.
The right is
best for Ehe City
reserved to reject all proposals or
of Merldian,
to accept the proposal deemed
No proposal will be consldered unless accornpanied by an acceptable Proposal
Guaranty in an anount equal to five per cent (52) of the total amouoE of the
Proposal. This guaranty may be in the form of (a) cash, (b) a certified check
dra,^m on an Idaho bank, payable to the City of Meridian, or (c) a bidder's bond.
All bidders shal1 accompany proposals with evidenc3 of
Contractor license, covering work to be performed aod snrll
as required by the Idaho Code.
holding a vaiid Idaho
lis t subcontractors
The rrinimum wage paid to all labor employed on tire contract shn11 be 1ocal
prevailing wages for each class of labor employed.
DaEed rhis _18h aay ot 19(r5.
Ehe City of )4eridi3n, Adr CJ!rtv, idaho,
City, at the officc of the Cit)' Clerk in
1965, at the ltour of 8i.ro orclockf.,m.,
proposals rvi1l be opened arld publicly
/r-
r : .,.R:
DON Y. ST0REY , ),1ayor
J. CoX, City Clerk
lleri:lian, I r! aho
THE ENGINEERS:
JOHNSON, UNDERKOTLER & BRIGGS
Consul ting En ginee rs
1022 Trre 1f th Avenue Soutir
Nampa, ldaho 8365I
Telephone: 466-2j23 Arca Codc 20ti l
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