HomeMy WebLinkAboutWTR2700455(2) PROP. & BID SPEC - RENTON MUN. AIRPORT c,. TAT-4 5 5
C. IP the )rant that mutu&1 aarwnt cannot be -eglwed, eigreA aeatmrntr.
detailing the grievance and apec'fic Lnrest 1pativa action -hall b, obtained by the
Equal bploymant Oppurtwlty Off::er from the e-ploYes AM his sul:errisor. The
Equal Empioymest Opportunity Officer shall draw upon -11 r-aourc s at his/her llmpn.sl,
tnah Internally end those est"Affil to the City, to arrive at rscaa,aended cor...five
action and eettlwn cbnditims. The Equal fJrployment Opportunity Officer shall ev"
forward thew ste:em*ms 'long -ith his/her own investigation report and recomowed'-
tions to the Nmyor's office for remlutlon within tan working days of the rac.lpt of
the signed grievance statements. .
0. If lispovition estisfaetnry to nil parties is not reached within Me@ wrkl q
- days of the Mayor's receipt of the grievance, the NeVor shall refer the grievance
to the Renton NU•an Rlahts and Affairs CoessIssion for investigstim and resolutim, hm
The procedure used by the Cosriuron shall be as outlined In udlesncs 1775. Proceedings
of is Comols"Oti dull be 3c:aa*nted, and their decision shall ba final and bim.ng a
eut"rt only to ravlev bT Ja stet, M,. R3 ghts COasalssim or through the JMic Sal
ey• . All reports, de..✓' i.n cch*t dccusentation generated by the gnavescs pro-
'edwe -rat' be mintalnwf oy ti.e Equal paploymot Opportmity Officer as a cutter of
'eraensat :'cord.
VI. p ID61.1YES fOR MINORITY AND rEHAli [?PIa1YPNNT The normal rsclvltrnt area for City amployws is det*raLLned to be as follows:
1. Per officials, administrators and professionals - King, Pierce,
5ncbomish and Kitesp Cowries.
I. for teeha,_Lan-, protective esrvica workers, pera-profemetonuls, office
and clam . worker&, skilled taft worker., service eaxnranesce work.,• -
" COun1y.
To dateraine possible underitiliration of women and minorities in the Cl,y'e work fotc.,
tha following statistics will be used:
A. An analysis of the recruhtmant area for each eaployaant classification -a
dsliniated above, includinq:
I. Total work force:
,i 1. Percentage of minority and famsi• work force as compared to the total
work force,
3. The mrtest r' unesploysent awing the minority a:td fas&le ur,omplcyed
work force.
Thew statistics will D• compiled tram the amwl asnpower Inforeatlm
MU published by the washington stete Departaent of bpl.., 5&rurity.
s. An &ARlysis )f the City's labor force by employment clasalfiution to ds"raine
the placmeant of minorities and .. at all levels [noluding-
1. Ths total number of eyJoyws by employment classification In each dspert-
rat, and the percentage reprecentati.,n of fades am ethnic minorities
in *&cn classification.
1. The total numbor of esployws by employment classification for all dapatt-
sent& combined, and the percentage rsptssentmtim of famalas aM ethnic
mlmri,Ies 1. each classification.
3. The availability of promotable minority and feed- a ployw. within each
departaent.
a. The number and Job classifncetlm of esployesa, by departasst, who will
retire w,thln the neat five years Including tan4t:ve retirement dates.
4
Thaw statistics will be compiled Ttom coaq�ute[leed data of ,sraanent
eaployees, availsbla from the City's Mt. Processing Mp.,t nt, and
effective 10 Jwe each year. -
Based on the strtlatical analysis Outlined above, goals aM tfsetablem will W otab-
limhed and lylamented.
The statistical analyst* AM goals shall be av&losted and adlistad tanwlly to 7u17
AM the goals shall appear Ra attAchments her.to
The ;"Is shawl be lire .01 ward overall f.mle and minority moloyesnt and tw-rd
MrutlLntion �r concept:.cloy, within the &,stifle amployaent clamssficatioes. -
11,2 goals shall be established by the C'lty'a Personral Director and the Equal Mployment
opportwlty Officer, am am" he resmonably attainable.
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1. Mn"l revlly and analysis of each rployea•e lob pet[oreenc"euploysenr development enr readisems to gamuts a high@, poaltion.
C. Identify ePetific positions for Mich e4•lnyaaa qualify and amours that
w Oloct tM areandlnb of Civil 56rvlce Rulaa AM ,on contract tinge, t[an.ferm enJ
r progotlons are waAe without dlscrlelnatlon and cn rM basis of qualrfi-atictu.
D. Prwlds likilli tralntn9, mploywset orientation ..d 9uidonce to srsploYseo
hired under any public employmAnc nt tend—. edu.:atlonal progro to 461lat than In
"kints her.
theetnNeLtion Into Fargo "'t agplcys*nt posltfona in 01Y.irr the public or
w. conduct periodic training seeslona designed W iocrssw the ak111e slid
r, an:'oaym6nt po:e[tlof emplOYse a
m to al: deparesnts. "gist rp,oy"o thmogh
"gloated,
W g in dsveluping individual programs for car**r "VOLOP"nt.
IV, LIAISON AND COORDINATION
A. There --let many organ lut.ons vitally cml,ernef With equal Opportunity and
fair treatkrnt of Ninorltiet, women, and the phy61cg1Iy, sensory and mot"Ily
haMleaPPAdr and those that are o,ir 40, wh.M reeout So can or of valu*bl* 4661atene*
to achieving the goals of thin vrogr". The City of Wnton *hall selntsin cans4nc
contact and coordinate various ampscta of the Affirsa As Action Program with these
organizations. In addition oo those idsetiflAd with r*spect W ra^.ruicltig, hiring,
And @mployee development, working relationships *hall be egintatned with tha various
civil, labor, AM minority organ.gations In the 91Paater Renton area.
a. The City also racogni sa its rasponsl dlitiee to coyly with and Annul* that
equal opportunity aM noMLactilination policies of State or raderal aggncics with
which it Conducts buaLass at* cAiei*d nut. SPac/flull Y, the City of RenWn *1_11;
1. is r*gponglnle for sporting to the appropriate agencimm any complaints
receiC'" Wed from
lllae. any eploYaA
City of Rent of, or as "I llcAnt for *aploYsont with an%
on c "sctor or eubcortractor, sublaet Ur "seutive Order
1. Cooperate in mpaclAI compliance reviews or In investigations a
r requestal.
I. Carry out AAnetlons agalc@t cont:octorish and/or ntbecnvretor(al
as required.
e. "cure Itself and tha "army as part of the grant applicstlon process,
that the gannral or prim contractors will not have suhmitted pre-
packages bids ther deny open blddinq to minority or any other sub-
contractor*.
5. yurnigh inforYtlon As requirW, yantalning min offirrti" Rattan file
d0tsilinq Its efforts, with data*, W seat its x'mutownts under
[recutiva Order 11246.
All data ant' do Atation 9*nerarm, an a result of this Aff/rmettva Acttc.n Progrse
shall be swd@ available to any Y*derAl at State agency for their re^!an upon request.
V. GRIVIANNUE PROCItD M
C The success of the Affirm,tive Action Progrso depends IArgetY on the attitude of the
ecga t Lty aA wall ea the sploY". Opinion as W what con titutea fair and aquI
opportunity and treatrAnt Any vary widely and grlevatwem try seavlt. fire [a .xing
n[
gt* AM!1 ba ten immediately for Any gri*v.nc* arising from the Lmplemertat... ..
tAlpam pragrsoO no e6 to Ylntaln the best possible soploy--supervisor AM city crl�urti cY -Alat•onah 1ps.
A. The sopluyea shall bring any grlcvartc* to the m.tantiom of the 1Ao@dlate augn•Lsor or depart+ent hard, whit will lnvastl9ets Aa naeeavary to determlea the
cause of the complai,t andstark with `he ampF,yM to effact an equltghle solution.
A alnLmtrs of "we Ard a mAg3sum of to working lays AM" 66 Allowed for ccerillatloh.
rw6-Y effort shall be mod* to resolve Jo difficulty at this level. hny AAWIWAa at
this point Ma the option to Pura" the 91,16vanca thrc Wh eathod6 outlJred in
bargaining •merit contracts or prxead with Stop S.
m. If the difficulty 1* not raarrlv*d at Step A, the 6arvlcea of the sgtul
soployanot Opportunity Officer stay be tmqu*st" by either party. The [goal soployment
.lpportunity Officer shall Interview both parties, e,✓.nduet Addit Lcsei lnv"tl**tlon As
n*reasety, And vern h4 in wrltln to born paroles mpproprlate correntive Action and
settlement rrnMir onn within tan wnrkin9 days of the receipt of the grievance,
mm""'Ons for reatonobla call** say ba granted At requset of both parties.
_d_
a. Provide information and t
make hiring decisions so that city&,anarara all eraffant. ...yanont personnel vhc
sot forth Iv the Affirmative aat'On policy. P pP shall he con.Idetsd A.
alroat tee. wire. end Other chary tt,naldarat ion *Mil a given to
deaa mot reflmvt their participation gral defined hotel. at MAY time the City-g work force
M work for" of the
- men[ aims, M clty•s na[mml recrVlt-
C. Provide Perlodlc training for managers and eu"rvlwrs an equal uppoaunl ty
oprortuaf ty legislislation,
ob)ectivos and conesp< of af[lrmetiva .ct:on. Such training shall encamps.. ague A epioysant practices, potential dlscvlml"tort' acts, end
cu' eel "a"Aass, additional specific training will be provided tO any city Mployee
charged with the responsibility of easurinq Compliance with the provisions of the
City'* Afflreati" Action Program outlined horeln eontrac4te, sub-
contractors and "ppl4u, that Perbinm to F
D. Provide every now ea;.oy" with a q.ne...l orimAt.tlan to the City'a mmploy-
ment operation, It* Personnel policies and practice,, eent benefits, daprPracticallocations and resources for informetlon. Each n.w apaloy" shall racerts • copy of
the talc PlactlS Policy mod an .,planation of the type
proceduts relating
CMrl en4mto, 7n mddltlon to "I ganarel or-Sn4tion, each new employ" Shall recdve an
owtlon by Ma/Mr soperviso[ specific to th< department by which he/she i,
amployM,
S, Pay sSlerleS in accardancm with job '"ponslbillty, administer fringe benefits
squally to all employe" in accordance with labor contracts and ordinances, and amigo w
overtime Work on an rl""fle "A r...n-�iaca.: story mask.
P, Pacrult In such a manner a. tc make amployarnt opportwitlec k„own to the
r
greatest number of won and miroritlee possible within the why's nosmel >> ' 1
arms, Such rec"itma<t efforts will reeruitaant
position openings to: include Cne distribution of non-PromotLoeal ^s�
S_
:. The lAntor and ttla o[ticeo of the Washington stater
Security
lty Dapa[trmenntt dP{o ymant �n�t
2, brganiastlone which easier In the emplo wY6 1..
yl Di ec •Retied clam...
" is deemed mpProprlate by the Personnel Director, boxed upon
Job requirements end the t ci yPe end scope of placement ,ar,ic"
Ofl,red by such otgani"Close. A listing of thew wgaslattone
is available in 'he ,ity's Personnel office fo: r*viev, Its e
i
1. Current city staff. Such dlstributlon shall be made by posting
In the ►ersonnel office, the City Clerk's offlc*, the Street
Department Offics, the Water Slop office, and the Park Maintenance
Office, All city amployees will be Informed and periodically . ,.. .
' trlyded of the" locrt10.19. ,.
Such odditinn,l rMr,itrnt measures as may be deemed epprogrists by the Personnel
Director may be employed in addltion te tbeea mnurrated above.
All mapleyYeant notlflcAtloe* shall include the statement •The City of mentor Is an
agMAI opportunity employer. Woman and minorities era oncoursged to apply- and shall
be distributed at least tan days prior to rho application closlnq dote.
SupplmmaNatY hirl.q programs such as part-time tralmae, Intern, and public employment
programs shall 47.ec be uWaCt to the Pq"I opportunity Program.
r11, IMPLgYMSMT DMIA)Paprff
rho hiring of minorltlo. and women on . fal and equitable heals 1f
only the
first step lr, affording equal employment oppor,lty, Skill development, pro♦otioms, SM
' equal non-dim- mthatory on-the-)oh treatment .to of equal importance to both ':M
Individual a, -o the City. T s City shall undertake the
followingw achieve employ"
.')tab actlefectlon end fair tteataar:t and to more successfully utillr* woman and minority
Persons in the Work forte.
A. -cure that there will us ,o discrimination for reason of race, colori eteedn
soar phy";-I, men41, or sensory handicaps; aya or marital status in regard to upgrading,
promotion. d,mntlon. transfer, layoff or termination. Piploy" galevances arising from
any amplOyasnt action alleged to have a discriminatory affect *hall recel" lmeadtets
action uudor Section v herein.
S, ba-telop a mk111 and Interest Inventory of employae, who can be used to
lMntlfy suuacvleOVY awed '&A&Iarial position pCtgnt.al. This Potentiala us he
identified throagh:
1. written statement. from ompluy*.s ln,ltcating their skills, education
MA interest 1n adv.ncmeent to P,sitions of higher resp.nelbillty.
• EXHIBIT "P"
AIPIWATIVE ACTIOm PPOGBAM 1
CI If or Rurfro
V
The policy of the City of Manton is to promote and stford qua! treatment and
service to all citizens end &sauna equal employment opportunity to all persons
based on ability stud fitness regardless of race; creed; colon nations, origin; Max;
physical, sensory or mental handicap, age, or marital status. In recognition of its
obligation to prov". community leadership to overcome past circumstances which have
either barred, not encouraged or discouraged representative minority and female
. employment, the City of Manton Me initiated a Program of Affirmative Action designed
to assure that the at -t and intent of this policy to realised.
The tan minority as hex.in used shall include, but not be limited to, those
identified as Blacks, Spanish-Amaricamw, hater-, end American Indiana. The spirit
of the equal opportunity policy includes such per,ons is the physically, lensury, or
mentally handicapped, and those betwmen the ages of 40 and 65, even though the emphasis
ion upon minorities and females.
The purposes of the Affirmative Action Program era to; 1) establis` employment
. practices that will It" W and maintain a minority composition of the City of Manton
week force that reflects that of the melor recruitment area(&); 11 Achieve and
melntAln qultsble And fell utilization of minority end famal. e9z,lOy"6 at &li
position lesela; h) promote an atmosphere of non-discrimination and fair tc"t t
within city govsrrarntt el provide compliance with Rate and laderai equal opportunity
requirements and regulations; 5) encourage and monitor equal employment opportunity
florts on the part of contractors, subontractoru and suppliers doing business with
the City of Manton.
A This policy shall be made knrnr to all aployess, contractors, subcontractors,
1 and suppliers through distribution of handbooks, b..11otins, letter,, and personal
contacts, conferences aid orientation .e.al.;.o. Signed &cknowledgmenu pladging
cooperation shall be required of all department heads and supervisory personnel in
the Cat) f Menton and, where appropriate, of all con sactors, subcontractors, And
suppliers to whom this policy shall &;ply which include those with an &"rage Annual
employment level of eight or mere permanent empl.tyesw or whoa contracts with the
City of Benton attain a level exceeding i10,000.
1. PROK; m MESPONSU-- '"
I. essure that the q• otovwent opportunity policy and the provisions of the
Affirmative Action Ptog.to are carried out, on equal Employment Opportunity Offices
shall be appoiated or deelgnsted by the Mayor. The officer shall be the foc..l point
for the City's equal opportunity efforts and will advise and easier staff Mnd
` management personnel in all Better. relating to implementation of and caeplienca
with the hf"restive Action bales, &M be responsible for the successful esecution
of this program, utilizing the assists", of appropriate State and cep ty egemcUa
and ,rganizations and maintain close 1141e00 with the Mayor and City CmwcII on the
progreis of the program. The Pqua) Employment Opportunity Officer will new the
respons ibllity to,
;t
A. Initiate, coordinate, and walwte development of "a aity's plus and
r progrw which arm drslgnsd to ensure that all current and prospective employees
r.•alw the benefits of equal employment opportunities.
■. periodically audit the practices of the City and re<taead impromerntm
in the Affirmetlw Action Policy to the mayor's Office and the City Coumcil.
C. In,ur, that all members of management within the City are fully core
of and their actions era in compliance with the intent of the Affirostiw Actim
Policy per"Lalhq W equal employment opportunity.
0. P[orih conrinoang communication of the Affirmative Action Polley to
amregmeant, employees, applicants for m ployment, and to out.lde orgamiaMtions
performing services for the City.
11 O Wrm rrr PRACTICES
The overall employment pr.cti... prm,lde the key to assuring equal employment
oppostunttl.e and achieving on apprr irlate representation in the City's work fore.
To achieve those objectives, the City of Manton shall undertake the following Aetions:
A. Conduct periodic caries of all job descriptions to Masora that they accurately
refl,et JtAb content and related ,kill and/or educational gualificv100V Mavlalons
will ow sods am nacmasary to delete rq"um,,hts which are cot r,aannably related to
3 the task, W be perform".
M
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
4 ADOPTED b'y RESOLUTION NO. 2017 EXHIBIT "A"
'he policy of the City of Renton is to prorot* and ifford equal treaument and service
to all ei.tissne and aasu•s agwhl vVZoynsnt opportunity to all persons based on
ability and fitness mgnd:ess of race; creed; valor; national origin; sex; physical.
**"cry or mental honiicars; cys; or aari.tal status. This policy shall apply to *wry
aspect of •n?'cyment practicer, r ployea treatment and public contact.
In keeping stth this pan:nciple the following guidalines are established and shall be
the governing POIiey for all departments of the City of Rsnton.
1. EWLOA6Nr - Recruiting. hiring and �+pointea, t prsatices ehall be ao.dsoted
eotc� of ability and fitness without regard to race; oator; creed;marital etatue.
national origin; see; physical, sensory or mantaZ handicap; age;
2. PMIMJTIOR - po r* tion, downgrading, layoff, discharge and inter-d*pah•tmartat
Cram or s LL be dependent on individual p*rformmtes and work .`arcs needs without
regard to raas; a%Zor; orsad; national origin; sex; physical, seneory or mental
hmdiamps; ape; or +rental states, njd uhammver applicable, in agreamant with
waahi.ngton State Colacil of Cowty and City Employees, and in compZianov uith
gOvaming CtiCMZ Service Laws and Regulations.
MUM - All on-the-,lob training and city-suppvrtd aduoationcl OF ortunitiss
*haIT-g;-a;ninist*rd without diacriminatian to *nCrnawge the fullest d*velopment of
individual interests and aptitudes.
e. SKRYTCN AND &?IOIKK CONDUCT - Ph* City shall deal fairly and equitably with all
ci.Nuns st serves ma's oms it +"Ploys. City departaanta @hall snintain the
poZioy that no laity facility shall be wad in the furtherance of any discriminatory,
Practiaa. Nash official and employee shall be responsible to Carry out the intent
and provisions of this Policy-
S. ,WpeltITION NI" HUMAN RICRTS OfiWIZATIONS - The City shall 000p@rate to the
JLll�,t ist*rKust n orpansatsans and cornmiasionu oanoarn*d with fair
practices mud equal opportunity e.ploywent. Ouch org mtsa au include, but are
not limited to the Renton Remn Rights and Affairs Conission, the State Re,roa Rights
amsriseian, the Seattle Rush Rtphts Crmen:ssion, Seattle womans, Canmiesion, and the
King County Area Agamey on Aging.
g. AFFrA%jTIff AMON PROGRAM - To faoilr:tat* equitable reprasentation within the
city war ono* assure eq+a2 wplaymrnt opportunity of minorities and women in
City Lon@rnwent, an Affirmetiw Action praVro shall be initiated and maintained by
the City of Fenton. It shalt be the responsibility and duty of all City Officials
y and D*partsamt Reads to a.ry out the Polk'@&, guidelines and en-cacti" maaeurae
as set forth by this pmgaom•
r, CONTP.ACTORS, 0NLICATI09 - Cantraetore, suboont:,aetare and suppliers conducting
hueinesa us t City o Benton shall affirm and subsertbe 'o the Pair Feac.ttdes
and Non-Diserurrinctivn policies set forth therein.
g. POSTING OF POLICY - Copies Of this policy shall be distributed to all city
M aployea+, s�s�pmr in all oparttional documentation* of the City, including
hid calls, and shall be prominently displayed in appropriate city fu.:ilitiss.
COWUp"D IW by the City Coarse it Of the City of `anion, Washington this
day
REJWV CITY COUNCIL:
CITY pzjrmmh .y
Comcil arse dent —
I<.ynr
re
. ♦ F Y '
Y
CITY OF RENTON
SUMMAPY OF FAIR PRACTICES POLICY
1
ADOPTED BY R£SOLIITION NO. 2017
EXHIBIT "A••
The Policy of the City of Ashton is to prosatS Sul afford squat treabernt aru! eSrv{ce
to all citiS n" unit assess squat wnploysrent OPPortun'ty to all Iwrsone baosd arc 1 ability and fitmo-, regardless of Haas; cyear; color; nations, origin; s,s; Physical,
Sensory or Rental handicaps;
age; of saaritaL status. Tk{s policy Shalt apply to every
b
aspect of to esp oySS trsabrent and public contact.
In keeping with this PriPu'V11 the fallowing guidelines are estdL'Ushed and shall, be
the gowrn{ng poli.ry for all dcparp to of the City of Renton,
2. OPlOTILAT - Recruiting, hiring and appoinbent proaticse shall be conducted''J te4 sn t basis of ab{Zity and fitNess without regard to ass; ,glop; creed;
BAional o 4in; set: phueioal.
we, ar mar{tat status.
!. IM - Prurotian, dowrprading, Layoff, disc
trrsu�s LL be hags and intSr--deparbental
_ depsMent cn individual Performcros and work force needs without
hand{ e;tO aoae; molar: .treed; nuatirmat origin: se'; Physical, sSneory or mental
cap age; or marital Status, and tsleruOW, 4Ppliaable, in agreement with
brashington State Couarc:l of County cord Ci
ycwm-:nng C{o{Z Service tons and Asgulotion,
r &V bus, and in cmflianre with
Z. TRAINING - ALL on-tho-lob training and city-supl.,rted eduoaf Sha ZT-G a�miStord without discrimination to S.icy tO^al opportuniriSs
individual {nMrSete and aptitados. 's the flnlleet devstopmrmt of
f. SNRPICB AND XWLOTLB CONDUCT - The Citl 'hall. deal fairly and equitably u..h aL!
ata Z{serve a periwu it vVtoys. City dspa•awnts *halt Mainta{n the
galley that no city facility SanZZ be "ad {n tlu fwthernue of any d{soriminotory Vract{ce. Nash official and e'rployw Shall be responsible to carry out the intent
and Provision, of this policy.
b. CLYIPRRATION NITN RON1R RIGRTS DM.'ARIZATIONS - VW City rholi cooperttte to the
fyl2est utmt poSSv wtt a argrmata�j and c nwies{o,S aannernsd with fair
PrraatLtss ad Squat opportunity eMtoternt. Such organisations inrclnde, but are
r not Ziwited to the Rsnt m Au,an Rights and Affairs Cansr:Seion, the State ff m Rights
Co-mission, the Spatz!*
Numa Rights Comm:eSion, Seattle wosrens' CasSiseion, and the
King Cuwnty Area Agency on Agin&
N. APPIAMTIYB ACTION PRCGRAAI _wo fb fuellitats equitable ropre„ntatiom within the
city n once assure equal srylayment opportunity of minorities mod women to
the city o
City City
o sent, an AjJiamsti rr Notion Progr.se shall be initiated and mnintai.ned by
f Penton. It Shall be the responsibility and duty of all City afJ{o{aLs
' ad 14Parbvnt Reads to 0 out the
t a set forth by this progros. poltm.eS, guidelines and aornsotive measul,e
7. CONTRAMRS' OBLIGATION - Contractors, Subcontractors and suppliers conducting bw{rrsse mot hty a xenten Shalt affirm and r.becrib. to the Psir Practice,
and sbn-IXscrisrinotion Policies Set forth therein.
t A. POSTING Or POLICI - Cop{SS of this Policy shall be distributed to all city 4'
®yioyeee, sear• in all operational do.-, rations of the City, including
bid caZls, ,md sha11 be prowinent,y displayed in appropriate city foeilitise.
.'MfVPA[L IN ny the Clty f.Ountll of the C1tY Or Penton, Ns,hlngton NIs
Of F,n.u.... 1976.
C'STT or PPrr10N: RLNT'tw CITY C'OVNCIL-
n.yn.
I COOncll r-ee cent
n '► i
CITY OF RENTON
mr GENERAL INDEX AND TABLE OF CONTENTS
TO
CONTRACT DOCUMENTS
,
Call for Bids
Vicinity Maps
Instruction to Bidders
General Index and Table of Contents
Summary of Fair Practices
'Certification by Proposed Contractor, Subcuutractor,
and Supplier Regarding Equal Employment Opportunity
Certification of Bidders Affirmative Action Plan
"Certification of Equal Employment Opportunity Report
°Non-Collusion Affidavit
'Minimum Wage Affidavit
'Bid Bond Form
Special Provisions Table of Contents
Special Nrovisions
Technical Provisions Table of Contents
Technical Provisions
Standard Details Table of Contents
Standard Details
Bond to City of Renton
'Proposal Form
'Schedule of Prices Forms
Agreement
Construction Plans
"These Documents Must Be Executed Prior To
S—u5mltta o i
T.
♦ t
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INSTRJCTIONS TO BIDDERS
I. Sealed bids for this proposal will be received by the City of Renton at
the office of the Renton City Clerk, Renton City Ball, until 2�OC o'c:rck
P.N. , WEDNESDAY MARSH 16 197;
At this time the bids will be puulicly opened and read, after which the
b'.ds will be considered and the award mode as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall bo submitted on the forms attached hereto.
2. The work to be done is s`.own on the plans. Quantities are understood to
'.. be only approximate. Final payment will be based on field measurement
of actual quantities and at the unit price bid. The City reserves the
right to add or to eliminate portions of that w:rk as deemed necessary.
3. Plans may be examined and copies obtained at the Public Works Director's
Office. Bidders shall satisfy themselves as to the local conditions by
4. The bid price for any item must include the perrormance of all work
necessary for completion of that item as described in the specifications.
S. Tne Lid price shall be ,rated in terms of the units indicated and as to a
total amount. In the event of errors, the unit price bid wil; govern.
figures Illegible g� gores will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive
informalities if it is dee.&ed advantageous to the City to do so.
7. A certified rheck or satisfactory bid Mnd made payable without reservation
to the Director of Finance of City of )ton in an amount not less than
St of LIM tote amount r shall acc .ny each bid proposal. Checks
will be returned to unsuccessful bid..:_ immediately fallowing decision as
. to award of contract. The check of the successful bidder will be returned
provided he enters into a contract and furnishes a satisfactory performance
bond covoring the full amount of the work within ten days after receipt of
` notice of intention to award contract Should he fair
to do
the check shall be forfeited to the City of Renton as li
or refusequidate-' daammaggee s-�,
for such failure.
S. All bids must be self-explanatory. No opportunity wirl be offered for oral
explanation except as the City may reeaest further intonation on particular
points.
9. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
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VICINITY MAP FOR
NTON AIRPORT WATER SY I
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WIN 1W5
CALL Fou BIDS
Sealed bids will be received until 2:00 o'clock Wednesday, V,areh 1'
1977, at the office of the City Clerk and publicly read aloud at
2:00 o' clock p.m, , same day, in the Fourth Floor Conference Room
located at the Renton Municipal Building, 200 Mill Avenue South , folk,.
the furnishing and install .tior: of approximately 70 LF of IS"
galvanized iron water pipe, 1,525 LF of 8" ductile iron water pipe,
and appurtenances for Phases I and 11 of the Renton Municipal Ai TSB
Water System Improvome,:ts W-455.
Bid proposals delivered in person will be received only at the office of the City Clerk in the Renton Municipal Building,
Lids received aster the time fixed for op(-ning will not be considered.
Plans and specifications may be obtained from the office of the
Public Works Director upon receipt of a deposit of $10.00 for each x,set. The deposit will be fcrfeited, unless Plans and Specifications
are returned in good condition thirty (30) days after data of bid opening, A charge of $2. 50 to cover postage, if mailed, will be'
e .�required. The mailing charge will not be refunded.
kv,
A certified check or bid bond in the amount of five (S) percent of A '
the total amount of the bid must accompany each bid.
Washington State Sales Tax shall be a separh:e bid item.
The City reserves the right to reject any and/or all L' and to
waive any and/or all informalities in bidding,
The City of Renton hereby notifies all bidders that minority
business enterprises will be afforded full opportunity to submit
bids in response to this invitation and will not be discriminated
against on the grounds of racb, color, or national origin in
consideration of an award.
The policy of the City of Renton is to promote and afford equal
treatment and service to all citizens and assure equal employment
opportunity based on ability and fi•ness to all persons regardless
of race; creed; color; national origin; sex; physical , sensory or
mental handicap; age or marital status. This policy shall apply
to every aspect of employment practices , employee treatment and
public contact.
A.
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Date of 1st Publication: March 2, 1977
• Dote of 2nd Publication: March 9, 1977
Published in Daily Journal of Commerce: March 4 , 1977
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CITY OF RENTON
BID PROPOSAL 6 SPECIFICATIONS
WATER PROJECT #455
A
Water Main Lnproyements for the
Renton Municipal Airport
Phases I 6 II
a
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The furnishing and installation of
IY' galvanized iron, 4" and 8" durtile
iron watermain at the Renton Mu, ."pal
Airport.
Warren C. Gonnason, P.E.
Public Works director
lillill mill,
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AWARQ�D----�--�. ) Co tract No,
TO1�
4
ENGINEERING DIVISIO!V
BID
PROPOSAL & SPECIFICAT9ONS
W - 4,55)
RENTON MUNICIPAL AIRPORT
WATER SYSTEM
IMPROVEMENTS
.,
PHASE I a M
CITY OF RENTON
PUBLIC WOPKS DEPARTMENT
MUNICI►Ai 6UILDING, 200 Mltl AVE. S
RENTON, WASH. 98035 • (206) 235-1631
IA
4 11�
in
BEGINNING
OF FILE
i FILE TITLE
► _ G
PROP . & BID SPEC - RENTON MUN. AIRPORT W-45 5
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A SPLCIAL PROVISIONS (CONT'D. )
SP-09 FAIR PRACTICES
The Contractor shall be required to read and abide by "The iummsry
w this
Pair mentices Policy of the City of Renton" as incorporated in
s
this document.
SP-10 AFFIRMATIVE ACTION PROGRAM
The Contractor shall be required to read and abide by the City of-
Renton Affirmative Action Program as incorporated in this document.
SP- 11 NON-COLLUSION AFFIDAVIT
The Contractor shall be required to execute a Non-Collusion Affidavit
to satisfy the City that the bid offered is genuine, is not sham or
• collusive, and in no respect or degree is made in the interest ar
on behalf of any person , firm, or corporation not named in the
proposal containing such a bid.
SP-12 NONDISCRIMINATION IN EMPLOYMENT
• Contracts for work under this proposal will obligate the Contractors
and subcontractors not to d scriminate in employment practices .
SP- 13 WAGE SCHEDULE
• The prevailing rate of .:ages to be paid io all workmen , laborers or
mechanics employed in the performance of any part of this contract
shall be in accordance with the provisions of Chapter 39.12 RCW,
as amended. The rules and regulations of the Department of Labor
and Industries and the schedule or prevailing wage rates for the
locality or localities where this contract will be performed as
determined by the Industrial Statistician of the Department of Labor
and Industry are by reference made a part of this contract as though
fully set forth herein.
Inasmuch as the Contractor will be held responsible for paying the
prevailing wages , it is imperative that all Contractors familiarize
themselves with the current wage rates before submitting bids
based on these specifications .
In case any dispute arises as to what are the prevailing rates of
wages for work of a similar nature and su• h dispute cannot be
adjusted by the parties in interest , including labor and management
representatives , the matter shall be referred for arbitration to
the Director of the Department of Labor and Industries of the State,
and his decisions therein shall be final and conclusive and bindingg
on a parties involved in
as amended. the dispute as provided for by RCW 39. 11.060
c�
The contractor, on or before the date of commencement of work,
shall file a statement under oath with the Owner and with the
Director of Labor and Industries certifying the rate of hourly
wage paid and :o be paid each classification of laborers, workmen,
or mechanics employed upon the work by the Contractor or subcontractor
which shall be not less than the prevailing rate of wage. Such
SP-3
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SPLCIAL PROVISIONS (CONT'D. )
SP-OS MATERI,ILS
The Contractor shall supply all water tp e fittings ,A butterfly valves , cast iron valve boxes with their requiredr
accessories , concrete blocking, shackle rods where required, valve
markers , and all other materials necessary to make a complete water
main installation. Precast valve vaults will be required for large
gate valves . Cuntractor shall also supply all meters, meter boxes,
and pressure reducing valves as required on this project.
SP-06 PUBLIC LIABILITY ANO PROPERTY DAMAGE INSURANCE
The Contractor shall obtain and keep in force during the term of the
contract public liability and property damage insurance in
companies and in form to be approved by the -,ty. Said insurance
• shall provide coverage to the Contractor, any subcontractor
performing work provided by this contract , and the Cit . The City
shall be named as an additional insured on said policy insofrr as
.he work and obligations performed under the contact are concerned.
The coverage as provided shall protect against claims for personal
iniuries , including accidental death, as well as claims for property
• damages which may arise from any act or omission of the Contractor,
or the subcontractor, or by anyone directly or indirectly employed
by either of them.
The minimum policy limits of such insurance shall be as follows :
• Bodily injury liability coverage with limits of not less than
$100,000 for bodily injury, including accidental death, to any one
person, and subject to that limit for each person, in an amount not
less than t300 ,000 for each accident; and property damage coverage
in an amount of not less than $50,000 for each accident .
! A copy of the insurance policy, together with a copy of the
endorsement naming the City as an additional insured, shall be
provided to the City within a reasonable time after receiving notice
of award of contract .
PROOF OF CARRIAGE OF INSURANCE
The Contractor shall furnish the Cz.ty.with satisfactory proof of
carriage of the insurance required.
SP-07 CERTIFICATION OF BIDDER:; AFFIRMATIVE ACTION PLAN
• The C —rector must execute the Bidders• Affirmative Astion Plan
Cert` _ation, Failure to execute this certificate will invalidate
the I d.
SP-08 EQUAL EMPLOYMENT OPPORTUNITY AFFIDAVIT
! The Contractor shall be required to execute the "Certification by
Proposed Contractor, Subcontractor and Supplier Regarding Equul
Employment Opportunity" form, as incorporated in this document.. He
shall also abide by all riles and regulations as required by the
instructions of the aforementioned form.
SP-Z
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SPECIAL PROVISIONS
GENERAL PROVISIONS
SP-01 DESCRIPTION OF WORK
The work to be per£orme, under this contract consists of furnishing
materials , equipment , tools, labor, and other work or items incidental
thereto and performing all work a:; required by the contract in
accordance with the plans and specifications and Staneard 5 ecifica-
tions , all of which are made a part hereof. P
This improvement consists of the furnishing and insta:.lation of
approximately 70 LF of lv," galvacized iron water pipe and 125 LF of
4" and 1 ,525 LF of 8" ductile iron water pipe, and appurtenances
for Phase land Phase II of the Renton Municipal Airport Water System
Improvements (W-455) .
SP-02 DATE OF BID OPENING
Sealed bids will be received by the City of Renton, Washington, by
fiiing with the City Clerk, City Nall , Renton, Washington , until
2 :00 p.m. , Wednesday, March 16,1977 and will be opened and publicly
read aloud in the Fourth Floor Conference Room.
SP-03 TIME OF COMPLETION
J
The Contractor is expected to diligently prosec,ite the work to
completion in all parts and requirements. The project shall be
completed within sixty (60) calendar days from starting day of
construction.
s Provided, however, that the City Council shall have the right upon
request of the Public Works Department , City of Renton, Washington,
to extend the time of completion of said work. No extension shall
be valid unless the same be in writing and accompanied by the
wr?Lien consent to such extension by the surety vn the bond of the
Contractor.
i
Time lost in replacing improper work shall not furnish any grounds
to the Contractor for elaimink an extension of time for the
completion of the work, and shall not release the Contractor from
damages or liabilities for failure to complete the work within the
time required.
1
SP-04 CONSTRUCTION DIRECTION
Construction direction and scheduling shall be as directed by the
Engineer. Each segment of the project shall be completed before
progressing tc the next portion.
1� SP- I
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' SPECIAL PROVISIONS
•
TABLE OF CONTENTS
Page
SF-0) Description of Work
SP-02 Date of Aid Opining SP-1
• SP-93 Time of Completion SP-1
SP-04 Construction Direction SP-1
SP-05 Materiais SP-1
SP-06 Public Liability and Property Damage Insurance SP-2
SP-07 Certification of Bidders Affirmative Action Plan SP 2
SP-08 Equal Employment Opportunity Affidavit SP 2
'9 SP-09 Fair Practices Policy SP-2
SP- 10 Affirmative Action Plan SP-3
SP- 11 Non-Collusion Affidavit SP-3
SP- 12 Nondiscrimination in Employment SP-3
SP-13 Wage Scheduie SP-3
SP-14 Standard Specifications SP
' • SP-15 Field Changes Sp-4
SP- 16 Failure to Meet Specifications SP6
SP-17 Protection of Public and Private Utilities Sp
SP-18 Scheduling of Work
SP- 19 Construction Conference SP-5
SP-20 Disputes and Litigation SP-6
• ( SP-21 Subcontractors SP-6
SP-22 Change Orders SP-7
SP-23 Surveys SP-7
SP-24 Overtime Field Engineering SP-8
SP-25 Hours of Work SP-8
SP-26 Public Convenience and Safety SP-8
• SP-27 Construction Signs SP-8
SP-28 Removing Traffic and Street Signs SP11
SP g
SP-29 Construction Equipment
SP-30 Size, Weight, Load Restrictions for Motor Vehicles SP 10
SP-31 Delivery Tickets SP 10
SP-32 Waste Site SP-10
• SP-33 Dust and Mud Control SP-1 SP-34 Payment to the Contractor SP-11
SP-35 Liquidated Damages SP-11
SP-36 Awarding of Contract SP-11
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♦I '� e. Y I 4 L�V"�, � t'.^ •L��.' f�(�e k�A{ � a � S.r v .,, ��
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SPECIAL PROVISIONS
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610 BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash, or
bid bold in the amount off which amount is not less than five percent
of the total bid.
Sign Here
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BID BOND
Knits All Mar By These Presents:
That we, as Principal,
and as Surety, are
held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
_Dollars, for the pnvment
of which the Principal and the Surety bind themselves, their heirs , executors ,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any award
to the Principal for
according to the terra of the proposal or bid made by the Princ+pal therefor, and the
Principal shall duly make and enter into a contract with the Obligee in accordance with
the terns of said proposal or bid and award and shell give bond for the faithful per-
formance thereof, with Surety or Sureties appruved by the Oblige:; or if the Principal
shall , in case of failure to do so, pay and forfeit to the Ob lI gee the penal amount of
the deposit specified in the call for bids, then this obligation shall be null a^d
void; otherwise it shall be and remain in full force and effect and the Surety shall
forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the
amount of this bond.
SIGNED, SEALED AND DATED THIS --DAY OF 19
Principal -- -
Surety
Received return of deposit in the sum of S
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ON
?%
NON-COLLUSION AFFIDAVIT
h �
STATE OF MASHIRGTON ) V
))
COUNTY OF SS
being duly sworn, deposes and says , that he is the identical person
who submitted the foregoing -roposal or bid, and that such bid is
genaine and not sham or col ._ _ve or made in the interest or on be-
half of any person not therein named, and further, that the deponent
has not directly induced or solicited any other Bidder on the fore-
going work or equipment to put in a sham bid, or any other person or
corporation to refrain from bidding, and that deponent has not in
any manner sought by collusion to secure to himself or to any other
person any advantage over other Bidder or Bidders.
,
SiGN HERE: 1
Subscribed and sworn before me this day of ,
19
"ry u�c-.n and for the a o
residing at
therein.
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MINIMUM WAGE AFFIDAVIT FORM
q �
City Of Mwtdn
55
it COUNTY OF
1, the undersigned, having beer duly sworn, deposed, say and certify
+� that in connection with the performance of the work of this project.
I will pay each classification of laborer, workayn, or wKhanic
employed in the performance of such work; not less than tl» prevail-
ing rate of wage or not less than the minimum rate of wages as speci-
fied in the principal contract; that i have read the above and ►ore-
going statement and certificate, know the contents thereof and the
substance as set forth therein is true to ay knowledge and belief.
Subscribed and sworn to before me on this day of
o ary-3ubrrc` n and for the State of
Washington
Residing at
a
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CERTIFICATIOF OF BIDDERS AFFIRMATIVE ACTIOw PLAN
3idder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement:
(� a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because: ;
"Average annual employment level is less thav eight permanent employees,
and the total contract amount with thr, City during current year is
less than $10,000."
Company Date
BY:
Title
oR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
Company Date
BY: _
i tit lie
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package, Said Plan will be eu'.)ect to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
r
3) Specific Affirmative Action Steps directed at increasing Mi:ority
and Female Utilization.
any Date
l- BY:
Mile
G; d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract aware, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals a,:d Timetables of Minority and Female Utilization, and
s 3) Specific At:trmative Action steps directed at increasing Minority
and Female Utilization.
many bate
BY:
Title
Rev. 9/9/75
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• � OUP THE MONTH OF
AFFIRMATIVE ACTION 'ACONTRACTOR SUBCONTRACTOR `rN r`, c<n'.wt wna.
MONTHLY MANPOWER UTILIZATION REPORT
Tv 1,e submitteo to the City's I-roje.,-t oals and Timetables (c minority ewploy-
Engineer during the fourth week of each ment) as committed in Contractor's ,
month whll• contract is in progress. Prime Affirmative Action Ilan.................
�'ontrsctor is responsible for obtaining dnd
submitting all Subconteactor Reports. Contract Starting Date......... .........
1,
Tradw ran MONTNLV MAIFNO'Jmf Of EMKOyMEr<T
Irw'a a.ae nn -- _ _ E.
Th. C mmaawr f TMa 10.TatY
o,aUwry Nary of Ctw"KIO, M
w "'.I patat, Cyaa�<. <, a. <, a. <. �Mv No d '��w
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+ Subeonnteta corrplrt.nq e rrp,ft du .rq m., tan Tab: faaw 0nw �"ra afnerov Fa
rrpr.urq Aar V at Mal Ern alalam
pw.ad -NdieYw alevaw
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atwwvmw �
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TtaMae 1 - --
ti ratmt of Ywr vrt,ra caml<wro Iodate'
—r fat.1N1�.•rwr.\I{. �__ —. jai_._ _ TOI<I +
raltfalav111w _
r Nuhn of Nrrr Nuw m mn orpac,
for Mn irparrmf Wred,
TM Matnr. Ti1N YIn.TifamMis. �--toW - --'T Two
Y�r
TOW Minormw AaarrMrra �•• _- —.
Trwnw
A.• rea aM.gtw •n vour contract "Tef<i-Wr-fi rii foTitYln'1Lnrr.i. "'X_ _-._f��lr ._ToiaT-
NW.a povmoro ra en rho
Prepared by: !Signature and Title ofDate
Contractors kspresentmtive)
Y. NO
N rn tw nwr.r nuun, Reviewed by: (Signature and Title of to
City official)
Affirmative Actlor. taken (or proposed) to inCreabe minority rtgausvnt.rtton on I --Manent
work, force:
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CITY OF RLNTOK S
INSTRUCTIONS FOR E.L.O. CONTRACT C(MIPLIANCE REPORTING 4i
' (RbF" Title ti Civil Rights Act; txccutive Order 1 L'06,
and City Resolution 1605)
1. This City of Renton Equal Lmployment Opportunity i<cperting
1 System will apply to all contracts in excess of $10,000
awarded by the City, except for those contracts which invo've
separate State highway Department or Federal E.E.O. Report
requirements. (Sec attar d Sample Report Form - City of Renton)
2. EEO Relrorts are to be suhritted at the end of each month during
t whi::h a contract is in progress. Separate Report Forms will be
us..d by the Prime Contractor and by each Subcontractor. The
Prime Contractor is responsible for obtaining, verifying and
submitting tha -oports relatLig to Subcontractor LLO performance.
All reports are to be delivered to the appropriate City Project
Engineer, and will be considered a prerequisite to the processing
1 of Monthly Progress Payments.
3. In the event that a contractor is involved with more than one
City Contract at a given time, each contract is to be reported
separately. Under no circumstances will EEO statistics for
multiple projects be combined.
1
4. Monitoring of GA Compliance will be related to the Goals and
Timetables contained in the Affirmative Action Plan as provided
by the Prime Contractor in connection with the bidding process.
(The Prime Contractor should obtain an Affirmative Action Progrim
from each of the Subcontractors.) Mien the City's Project Engineer
J is not satisfied with the EEO performance on a specific project,
an attempt will first be made to resolve the problem by direct
liaison with the Prime Contractor If a satisfactory conclusion
is rot negotiated, the matter will then be referred to the City's
ELO Officer for further evaluation. A te-a-Jay "show cause" will
be sent to the Contractor before any further referral of a
problem to the City Affirmative Action Steering Committee, and
possible subsequent action by the City Attorney.
y 5
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Revised 1/3/71,
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TL'CHNICAL PROVISIONS (CONT'D.)
iS-US YlY1AG iNA1bHl�.LS, OgLVtJ, AiQ FITTINGS, ETC. (CONT-D.)
a. General (Cont 'd_)
existing piping is necessary during construction, marerials used
shall match the existing, subject to the approval of the Engineer.
All pipe, valves , `ittings , and specials shall be for water working
pressure as c.escribed in the following specifications and plans and
shall conform to the requirements of the applicable sections of the
A.P.W.A. Standard Specifications , as modified herein.
b. Ductile Iron Pipe
Ductile Iron Pipe shall conform to ANSI specification A21. 51 1965
1 (A.W.W.A. C1S1-76) Grade 60-42 - 10.
Ductile Iron Pipe %hall he remenr lined and sealed in accordance
with ANSI Speciflcatiea A21 .4-19 (AWWA C104-71) , 4" through 12" pipe
shall be 1/16" cement lined and 14" through 24" pipe shall be 3/32"
cement lin-d.
• The pipe joints shall conform to ASA Specification A21. 11- 1964 '
(AWWA C111-64) . Pipe joints shall be rubber gasketed Push-On and/or
Mechanical as required by he bid proposal description.
Pipe thickness class =hall be as required by the bid proposal T
description.
( C. Pipe Fittings
Cast Iron pipe fittings 4" through 12" shall be Class 250 , as per
AN,SI Specification A21. 10-1971 (AWWA C110-71) .
Cast iron pipe fittings 14" through 24" shall be Class 150 and
Class 250, as per ANSI Specification A21 . 10-1971 (AWWA CI10-71) .
The class of fittings are described on the plan drawings.
Ductile iron fittings may be used in lieu of cast iron Class 250
fittings.
Mechanical Joiift fittings shall be as per ANSI Specification
A21. 11-1964 (AWWA C111-64) .
Flange joints shall be as per ANSI Specification A21. 10-1971
(AAWA C110-71) and shall be in accordance with ANSI B16. 1 , with
A 1Z5 Pound drilling pattern.
d. Ga a Valves
Gate salves shall be cast iron body, non-rising stem, full bronze
mounted with do:+ble disc gates . All valves shall be designed for a
minimum water operating pressure of two hundred (200) pounds per
square inch and shall conform to AWWA Specification C-5UO-51 and
any subsequent modification thereof. Each valve shall be "0" ring
type , provided with a standard square operating nut , and shall open
by turning counter clockwise (left) . The valves shall be IOWA List
a
TS- 2
V
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TLCNNICAL PROVISIONS
TS-01 GENERAL STATEAENT
1'his se, tion, Technical Provisions , is devoted to features of on-the-
site conditions which are peculiar to tho facilities to be
constructed for k-;SS Renton Municipal Airport Water System
Improvements.
Articles, materials , operations , or methods mentioned herein or
indicated on the drawings as being required for the project shall
be provided by the contractor, and he shall provide each item
mentioned or indicated and perform according to the coalitions
stated in each operation prescribed, and provide therefor all
• necessary labor, equipment and incidentals necessary to make a
complete and operable installation.
No attempt has been made in these specifications or plans to
segregate work covered by any trade or subcontract under one
specification. Such segregation and establishment of subcontract
e limits will be solely a matter of specific agreement between each
contractor and his subcontractors , and shall not be based upon any
inclusion, segregation or arrangement in, or of, these specifications .
The contractor and subcontractor in each case is warned that work
included in any subcontract may be divided between several general
specifications, and that each general specification or sub-head of
• the technical specifications may include work covered by two or ere
subcontracts or work in excess of any one subcontract.
TS-02 STANDARD SPECIFICATIONS
.All work under this contract shall in general be performed in
e accordance with the applicable provisions of "Standard Specifications .
for Municipal Public Works Construction" prepared by the Washington
State Chapter, American Public Works Association, and in accordance
with the requirements of the City of Renton, except as otherwise
amended, modified, or specified in these Special Technical Provisions.
Items of work not specifically covered in these Special Technical x
0 Provisions snall be performed in acccrdance with the requirements `
specified in the A.p.W.A. Standard Specifications , and in accordance Y'N
with the City of Renton requirements.
TS-03 PIPING MATERIALS, VALVES, AND FITTINGS, ETC.
0 a. General
All pipe sizes as shown on the drawings , and as specified herein, are
in reference to "nominal" diameter, unless otherwise indicated.
One type of pipe as indicated below w 11 be considered for this
project. All pipe shall be fabricated to fit the plan shown on the
drawings. One type of pipe shall be used throughout the entire
project except as necessary to match existing piping or as otherwise
specifiel by the Engineer. Where relocation of or replacement of
JI
t.
TECHNICAL PROVISIONS
TABLE OF CONTENTS
Page
TS-01 General Statement TS-1
TS-02 Standard Specifications TS- 1
TS-03 Piping Materials , Valves, and Fittings , Etc. TS- 1
TS-04 Existing Utilities TS- 3
rF-05 Clearing TS-
T.i-06 Saw Cutting TS-4
TS-07 pavement Removal , Trench Er.ca� ation,
Bedding and Backl�ill TS-4
TS-08 Pipe Installation TS-7
TS-09 Restoration of Surfaces TS 9
IS-10 Testing TS- 10
T'S-11 Disinfection TS- 11
TS-12 Cleanup TS-11
TS- 13 Measurement and F4+ment rS-11
TS-14 Removal of Old Corcreie Foundation Floor TS-14
Slab
TS- 15 0, S. 6 Y. Gate Vaive and VBLlt TS- tS
TS- 16 City of Renton Met rs T'S- 16
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SPECIAL PROVISIONS (CONT'D.)
SP-33 DUST AND MUD CONTROL
The Contractor shall be respais ,ble for contrrlling .lest and mud
within the project limits an] o any street •hich i., utilited by
his equipment for the durat.iun of U e pproiect '?u .'untractor
4► shall be prepared to use wattring trucks, power st ders, and
other pieces of equipment of deemed necessary by the Lngineor to
avoid creating a nuisance.
Dust and mud control shall be considered as incidental to the
project, and no compensation will he made for this section.
A Complaints on dust, and or unsafe practices and/or property
damegc to private ownership will be transmitted to the Contractor
and prompt action in correcting rill be required. Written notice
of correctior of complaint items till be called for should
repetitive complaints be received by the City.
0 SP-34 PAYMENT TO IPE CONTRACIOR
Payment to be made to the Contractor will be made in the manner
outlined in Section 9 of the Standard Specifications . Payments
shall be made in Casa warrants. Partial payments on estimates may
dy ( be withheIT until wcrl progress schedules as described in
Section SP- 18 of these Special Provisions have been received and
approved.
SP-35 LIQUIDATED DAMAGES
a Liquidated damages for failure to execut+: the contract as
specified and in accurdance with Section 8.08 of the Standard
Sppecifications will be assessed as follows : One Nnndred Dollars
(5100.00) per calendar d. y plus cost of inspection, supervision,
legal expense and court costs incurred beyond said date. the
cost of additional inspection and supervision shall be an amount
equal to actual salary cost , plus one hundred percent ( 100%) for
overhead and other indirect expenses . ,
SP-30 AWARDING OF CONTRACT
Awarding of contract will be based on total sum of the Schedule
of Prices . No partial bids wil '. be accepted.
SP-11
r
SPLCIAL PROV1Sl()Ni (CO':T'D. )
SP-30 SIZE, WL'IGHTO LOAD RESTRICTIONS FOR MOTOR VEHICLES
All motor vehicles of the Contractor , Subcontractors , and suppliers
shall strictly adhere to Ch. 46.44 of the Motor Vehicle laws of
the State of Washington ( 1967 Edition and amendments thereof) in
regard to size, weight , and loads of motor vehicles .
Payment will not be made for any material that is delivered in
excess of the legal weight for which the hauling vehicle is licensed.
Any gross violation of these regulations shall be reported to the
affected law enforcement agent .
lR The Contractor is to furnish to the Engineer a listing of all
haal "vvhIcIcS used on this projecL, libling the vehicle number,
license number, tare weight and licensed load limits .
SP-31 DELIVERY TICKETS
I
Al! delivery tickets that are required for the purpose of calculating
quantities for payment must be received by the Engineer at the time
of delivery. No payment will be made on tickets turned i.. after
date of delivery of material.
A f Payment will not be made for delivery tickets which do not show
type of material, gross weight , tare weight , truck number, date and
inspector's initials .
Scale certification shall be submitted as early in the project as
possible. Each weighing station snail maintain a record of the
, trucks weighed, date and time, tare and gross weight and type of
material . In isoleted cases where scale weight is not available, the
inspector shall measure the truck volume and certify as to its full
load delivery. Tickets that are not complete will not be accepted.
SP-32 WASTE SUE
•
The Contractor shall conform to Section 4 .06 of Standard
Specifications in regard to waste sites .
The Contractor shall Lave the responsibility of obtaining tits own
waste site. All work included in this section shall be considered
r to be incidental to other items of woik and no further compensation
will be made.
The route, taken to the waste site shall be maintained solely by
the Contractor in a manner as described below:
The Contractor shall be prepared to use water trucks , power,
sweepers , and related equipment as deemed necessary by the Engineer
to alleviate the problem of lost spoils along the route. Prompt
restoration of the route is mandatory.
The City Park Department has available a site for disposal of clean
dirt and broken concrete. Please contact the Park Director for
information on the site at Lake Washington Beach "ark.
SP- 10
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Sill :lA1. PROVISIONS (CON71D. )
upsned to traffic at the close of each work day.
3• Where hazardous conditions exist, proper signing and
barricading shall he provided as directed by the
Engineer. Where, designated by the Engineer, the signs
and harricades shall be supplemented by lanterns or
flasher units during the hours of darkness.
The Contractor shall notify the local fire and police
departments in writing before the beginning of his
operations so that these agencies may reroute their
eeergeucy vehicles around the construction zone.
S. Any asphalt concrete pavement , crushed surfa•:ing
gravot base, or water required for maintaining traffic
during the life of this contract shall be placed by
the Contractor, immediately upon request by tte Engineer w,
in the amounts designated.
All costs involved in the above shall be considered incidental to
other costs of worts, involved and no further compensation will be made.
SP-27 CONSTRUCTION SIGNS
The Contractor shall furnish an•.i instdil construction signs which
conform to current 1971 M.U.T.C.D. Sign No. W20-1 , "ROAD CONSTRUCTION
AH'AD," 36" x 36" or larger diamond, black lettering on orange
background One (1) sign of the type mentioned above will be posted
at each street entering onto the project site.
All construction and detour signing shall conform to Part VI
"Traffic Controls for highway Construction and Maintenance Operations"
of the Manual of Uniform Traffic Control Devices .
SP-28 REMOVING TKAFFIC AND STREET SIGNS
The Contractor shall to responsible for maintaining all traffic
and street signs. In the event it shall be necessary to remove
a traffic or street sign, the Contractor shall notify the Director
of Public Works , City Municipal Building, City of Renton, Washington,
for all changes made . When the work has been completed, and prior
to said area being open to traffic, the Contractor shall notify the
s Public Works Director, City Municipal Building, City of Renton,
NasYington, and obtain his approval of signing. r
SP-29 CONSTRUCTION EQUIPMENT '
Drivers of motor vehicles used in connection with the construction
of repair work shall obey traffic rules posted for such location in
the same manner and under the same restrictions as provided for
( the driver! of private vehicles .
SP-9
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P! 1l. PROVISIONS (CONT'D.)
not within the limits specified in APWA Standard Specifications ,
Sec. 4.03, shall require a written change order before work may
be done. The Contractor shall be responsible for acquiring the
necessary change orders that are required by any of his sub-
contractors .
5P-23 SURVEYS
Section S.U6 of the Standard Specifications shall be amended by
the addition of the following sentence : 'The Contractor shall
notify the engineer a minimum of 48 hours in advance of the need
of surveys."
SP- 24 OVERTIME FIELD ENGINEERING
When the Contractor performs construction work over the accepted
8 hours per day or 40 hours per week, or on any City holiday, and
the work requires inspection, then the Contractor shall reimburse
the City at the rate of $20.00 per hour. The City shall have the
! sole authority in determining the necessity of having the overtime
inspection, a�:d shall notify the Contractor of intent and said
costs will be deducted from monies due the Contractor on each monthly
estimate.
SP-25 HOURS OF WORK
!1 1
The working hours for this project will be limited to week days
during the period from 8:00 a.m. to 5 :00 p.m. , unless otherwise
approved by the City. If it the Engineer' s judgment should it
become a safety hazard, the hours of work may be restricted.
SP-26 PUBLIC CONVENIENCE AND SAFETY
The Contractor shall, at his own expense, provide flagmen, shall
furn' sh all signs , barricades , guards , construction warnings , and
night lights in order to protect the public at all tines from
injury as a result of his operations . If the Contractor should
fail to maintain sufi:cient lights and barricades in tine opinion of
the Engineer, the City shall have the rightto provide these lights
and barricades and deduct such costs from payments due the Contractor.
A plan for traffic control must be submitted for the Engineer's
approval before the beginning of construction. The Contractor shall
maintain detour routes and other routes used by his equipment
hauling materials to and from the area.
Appropriate portions of Section 7. 15 f,PWA) Standard Specifications
shall apply to this contract . In addition the following Special
Provisions shall apply:
1. There shall be at all time_: reasonable access to and
egress from the business establishments and other
properties adjacent to the project.
2. All road approaches and street connections shall be {'
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SP- 8
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SPLCIAL PROVISIONS (CONT-D. )
n
In the event the Contractor is of thr opinion he will be damaged by ?i
such interpretation, he shall , within three (3) days , notify the
Engineer and the City Clerk in writing of the anticipat.:d nature
and amount of the damage or damages. lime is of the essence in
the giving of such notice. In the event an agreement cannot then
be reached within three (3) days the City and the Contractor will
each appoint an arbitrator and th, two shall select a third, within
thirty (30) days thereafter.
The findings and decision of the Board of Arbitrators shall be
final and binding on the parties , unless the aggrieved party,
within ten (10) days, challenges the findings and decision by
serving and filing a petition for review by the Superior Court of
King County, Washington. The grounds for the petition for review
are limited to showing that the findings and decision:
1 . Are not responsive to the questions submitted;
2. Is contrary to the terms of the contract or any
component thereof;
3. Is arbitrary and/or is not based upon the applicable
facts and the law controlling the issues submitted
to arbitration.
The Board of Arbitrators shall support its decision by setting forth
in writing their findings and conclusions based on the evidence
adduced at any such hearing.
The arbitration shall be conducted in accordance with the statutes
of the State of Washington and court decisions governing such
procedure .
•
The costs of such arbitration shall be borne equally by the City
and the Contractor unless it is the B&.ard's majority opinion that
the Contractor's filing of the protest or action :s capricious
or without reasonable foundat';on. In the latter case, all costs
shall be borne by the Contractor.
The venue of any suit shall be in King,County, Washington, and if
the Contractor is a nsa- resident of the State of Washington, he
shall designate an agent, upon whom process may be served, be -"ore
commencing work under this contract .
SP-21 SUBCONTRACTORS
A li.;t of subcontractors and suppliers that will be involved with
this project shall be given to the Engineer for his review and
approval immediately after notification of low bidder status ,
This list must be received by the Engineer before the contracts
may be signed.
SP-22 CHANGE ORDERS
All additional work that requires compensation to the Contractor,
for items for which prices are not included in the contract or is
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SPECIAL PROVISIONS (CONT'DJ
information a progress schedule diagram will be computed, plotted
and a copy returned to the Contractor. Payment to the Contractor
on any estimate may be withheld until such a schedule has been
submitted and approved .
Should it become evident at any time during construction that
operations will or may fall behind the schedule of this first
program, the, Contractor shall , upon request , promptly submit
revised schedules in the same form as specified herein; setting
out operations, methods , and equipment, added labor forces or
working shifts , night work , etc. , by which time lost will be made
up, and confer with the Engineer until an approved modification of
the original schedule has been secured. Further, if at any time
any portion of the accepted schedule is found to conflict with the
contract provisions , it shall, upon request , be revised by the
Contractor and work shall be performed in compliance with the
contract provisions . Payments of any further estimates to the
Contractor after such request is made and until an approved modified
schedule has oeen provided by the Contractor may be withheld.
Execution of the work according to the accepted schedule of construc-
* tion. or approved modifications thereof, is hereby made an obligation
of the contract .
SP-19 CONSTRUCTION CONFERENCL
Prior to the start of construction, the Engineer will call for a
• r preconstruction conference. The Contractor and his subcontractors
shall attend the preconstruction conference, the time, place and
date to be determined after award of the contract . Subsequently
a representative of the Contractor will attend a weekly conference
with the Owner's representative to review progress and discuss any
problems that may be incurred.
a
SP- 20 DISPUTES AND LIT16ATION
Any questions arising between the Inspector and the Contractor
or his superintendent or Foreman as to the meaning and intent of
any part of the Plans and Specifications or any contract document ,
shall be immediately brought to the attention of the Public Works
Director or his representative for interpretation and adjustment , if
warranted.
Failure on the part of the Public Works Director or his
representative to discover and condemn or reject improper, defective
i♦ or inferior work or materials , sha ' not be construed as an
acceptance of any such work or materials , or the part of the improve-
ment in which the same may have been used.
To prevent di,iputes and litigation, it is further agreed by the
parties heret3 that the Public Works Director or his representative
• shall dutermi,ee the quantity and quality of the several kinds of
work embraced in these improvements . He shall decide all questions %
relative to the execution of the work and the interpretation of the
Plans and Specifications.
4 P-f)
SPECIAL PROVISIONS (CONT-D. )
A A opy of these Standard Specifications is on file in the office of
the Public Works Director, City Halt , Renton, Washington, where '.hey
may be examined and consulted by any interested party.
wherever reference is oisde in the Standard Specifications to
the Owner, such reference shall be construed to mean the City of
* Renton, and where reference is made to the Engineer, such
reference shall be construed to mean the Public Works Director, City
of Renton , or his duly authorized assistant or assistants .
SP-15 FIELD CHANGES
Any alterations or variances frrrn the plans , except minor adjustments
in the field to meet existing conditions shall he requested in
writing and may not be instituted until approved by the Public
Works Director or his representatives acting specifically upon his
instructions . In the event of disagreement of tho necessity for
ell
such changes , the Engineer's decision shall br. final.
SP-16 FAILURE TO MEET SPECIFICATIONS
In the event that any workmanship does not meet the requirements or
specifications , the City may have the option to accept such
workmanship if the Engineer deems such acceptance to be in the best
A interest of the City, provided the City may negotiate payment of a f
lower unit price for said workmanship.
d
SP-1?!PROTECTION OF PUBLIC AND PRIVATE UTILITIES
The Contractor shall conform to Section 5.09 of Standard Specification
in regard to protection of public and private utilities .
Location and dimensions shown on the plans for existing underground
facilities are in accordance with the best available information
without uncovering and measuring. The Owner does not guarantee the
size and location of existing facilities.
f
shall be the Contractor's responsiLility to contact the GAS
COMPANY; RENTON MUNICIPAL AIRPORT, MAINTENANCE DIVISION: 8OMG
AT7'.'1F L'dRXPMTTW TffTj.TTTE,;-Div SION;CITY 6F'z,,�EMLL-R'A'PE}F
I1EtT', TOTTE M1FANr PaAE1? �MPAA4'� a-'n�3—tFe-PGA16A-AF'1'ER
MAR46M and ENTON MGTIULKI RTMEAT for exact leocations of {
• t eir respective uti it�es . so, contact t e CABLE P COMPANY if
necessary.
SP- 18 SCHEDULING OF WORK
So=tion 8.0, of the Standard Specifications shall be deletc,d and
A th'> following inserted:
i=
Promptly after the award of the contract the Contractor shall submit
for approval to the Engineer a progress schedule. From this
r SP-5
%
TECHNICAL PROVISIONS (CONT'D. j
TS-07 PAVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL CON"
c. Excavation
The Contractor shall inform and satisfy himself as to the character,
quantity and distribution of all material to be excavated. No
Payment shall he made for any excavated material which is used for
A purposes other than those designated. Should the contractor
excavate below the designated lines and grades without prior
approval, he shall replace such excavation with approve-.' materials ,
in an approved manner anal condition, at his own expense.
The Engineer shall have complete control over the excavating, moving,
a placing, and disposition of all material , and shall de> >rmine the
suitability of material to be used as backfill. All unsuitable
material shall be wasted as specified.
Excavation of every description, classification and of whatever
substances encountered within the limits of the project shall be
• performed to the lines and grades necessary for pipe, bedding and
structures , and as indicated on the drawings. Temporary drains and
drainage ditches shall he installed to intercept or direct surface
water which may affect the promotion or condition of the work. All
excavated .saterials not meeting the requirements for backfill and
all excess materials shall be wasted as specified. Erosion control
w shall be the responsibility of the Contractor and controlled where
directed by the Engineer.
No separate or extra payment of any kind will be made for storing,
handling, hauling or manipulatio., of excavated materials .
• The City Park Department has available a site for -isposal of :lean
dirt and broken concrete. Please contact Park director for
i' information on the site at the Lake Washington Beact. Park.
d. Foundation Preparation and Bedding
Foundation preparation shall be in accordance with he applicable
provisions of Section 73, A. P.W.A. Standard Specifications , except
that the bottom of the trench must be shaped to uniformly support
the bottom quadrant of the pipe throughout its entire length.
In case unstable or unsuitable existing material is encountered at
w the trench bottom, the Engineer may direct the use of borrow
bedding material in accordance with Section 73. 1.05 of the A. P.W.A.
Standard Specifications . Wet trench conditions will not necessarily
be considered as an indication of unstable conditions. The trench
shall be de-watered and an inspection made by the Engineer to
determine the suitability of the trench material. All costs for
de-watering shall be the responsibility of the Contractor. Bedding
material shall be as required for Bank Run Gravel Borrow.
i
TS-5
ti �
A
SPECIAL PkuVISIONS (CONT'D. )
A
statement and any supplemental statements which may be necessary
shall be filed in accordance with the practices and procedures by
the Department of Labor and Industries .
Prior to commencing work , each Contractor and each and evezy
A subcontractor shall file a sworn Statement of Intent (SF 9881) with
the Owner and with the Department of Labor and Industries as to
the prevailing wage rate, including fringe benefits , for each job
classification to be utilized. The wage rates thus filed will be
checked against the prevailing wage rates as determined by the 1,
Industrial Statistician of the Department of Labor and Industries.
A If the w=ge rates are correct the Ind-,.:trial Statistician will
issue an acknowledgment of approval to the Contractor and/or
svbcorr.ractor with a copy to the awarding agency (Owner) . If
any incorrect wage rates are included, the Contractor and/or
subcontractor will be notified of the correct rates by the
Industrial Statistician and appro, xl will be withheld until a
A correct statement is received.
Each voucher claim submitted by a Contractor for payment on a
project estimate shah state the prevailing wages have been paid
in accordance with the prefiled Statement or Statements of Intent
on file with the Departm-,nt of Labor and Industries as approved by
• r the Industrial Statistician.
Affidavits of Wages Paid (SF 9843) are to be filed with the State
Treasurer, or the Treasurer of the County or municipal corporation
or other officer or person charged with the custody and disburse. ent
of the State or corporate funds as the case may be and two (2)
! copies of each affidavit are to be filed wi :h the Director of the
Department of Labor and Industries , Attention: Industrial Relation,
Division, 1601 Second Avenue, Seattle. Whenever practical, affidavits
pertinent to a particular contract should be submitted as package.
The Contractor shall also be required to read and execute t;i3
"Mil,imum Wage Affidavit Form" as incorporated in this doc-iment.
SF 14 STANDARD SPECIFICATIONS
The Special Provisions hereinafter contained shall supersede any
provisions of the Standard Specifications in conflict therewith.
•
The Standard Specifications for Municipal Public Works construction
prepared by the Washington State Chapter of the American Public
Works Association, 197 Edition, shall be hereinafter referred to
as the "Standard Specifications" and said specifications together
with the laws of the State of Washington and the Ordinances and
A Charter of the City of Renton, so tar as applicable, are hereby
included in these specifications as though quoted in their entirety
( and sliall apply except as amended or super,eded by these Special
Provisions.
SP-4
S ,
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2_
t✓f i
t 5
� •�- (t, CITY GP RENT(RI TECHNICAL SPECIFICATIONS 1 ±.
,
FOR
41
5/9-IN:11 BY 3/4-INCH, 1-INCH, 1 1/2-INCH, n 2-IF1CI! E
COLD WATER.OISPIACKKENT TYPE (DISC OR PISTCH)
(1 I . !;F.NERAL
a
water meters rhall br, the latest design of the manufacturer and conform °t
to the standards of performance as outlined in A.W.W.A. Standards,
C700-61T. Only meters manufactured by a well-established and responsi-
ble firm will be considered. Consideration will only be given to those
li asters manufactured wholly within the United States. Qalotstions will .5
only be received from those cuspanies Witt, a minimum of five years
experience in the manufacturing of water meters, and es.h bidder must
have a minimum of 100,000 meters of his latest design in aatsifartory
Service throughout tL_ S. Meters shall be positive in action and shall
register a fixed quantity o` water displacement for each nutation. V
Is
`a
All meters Shall have an outer case with a separate measuring chamber in a, f'
which the disc operates. The outer case shall be of bronze composition.
Castings shall not be repaire,', plugged, brazed or burned in.
2. TEST NEQUIREML'N'rS•
r.
i1
All meters shall be guaranteed to operate under a workira water pressure f{f{f{
of one hundred and fifty (150) psi without leakage, loss of accuracy or
damage to any part.
,4
All meters supplied under these specifications shall record flows within
the aec'trocies named in the Standard Specifications of the American Water
Works Association for cold water meters, d.sFlacoment type. A •
REGISTER 13OX ! p
-aster boxes and lids shall be made of bronze composition, with the name yLj4
of the manufacturer cast on the lid in raised letters. The serial number
of the meter shall be plainly stamped on -the l'd. The lid shall be
recessed and shell lap over the box so that dirt will be prevs:,ted from
A.cu,ulating on the glass. The lens shall be heavy plate ox tampered K
gloss, inserted from the. inside.
» 4. REGISTER
All meters shall ,.e magnetically driven, shall be equipped with "Straight
Reading" registers, shall register in cubic feet and the register shall
be sealed against internal and external water. The minims and maximum
indication of the register shall conform to A.W.W.A. Specification C-700. I!
fS- 16
1
i
TECHNICAL PROVISIONS (CONT-D.)
t� TS- 15 0. S. g Y. GATE VALVE AND VAULT
This gate valve shall be installed in the Boeing Company 8" C. I .
fire main. Its installation shall be coordinated with the Boeing t
Company, Attn : Mr. Cliff Gurrisun, Plant (engineering, Phone 237-8820 .
t� This valve shall conform to gate valve specification T.S. -03,
subsection (d) Gate Valves , except that it shall be an outside
screw and yoke with wheel handle (O.S. S Y) . The valve shall be '
IOMA List 14, or Mueller A-2483-6 , or Pacific States, or U.S. F
Metropolitan, or Kennedy.
t� This valve shall be installed in a precast concrete vault. This
vault shall be or .",e equal to Concrete Cunduit Company vauit
•577 LA with a 33211 eccentric diamond plate lid. l
tt
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•
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TS•15
1 e
In
TECHNICAL PROVISIONS (CONT'D. )
Of US- 13 MLASUREMEN'I' AND PAYMENT (CONT''I).L
W n. Furnishing and Installation of New Water Services
The furnishing of meters , fittings , pipe , bones , pressure reducers ,
if required, and the installation, shall be paid for at the
n applicable unit price for each, in place, complete, which shall
constitute full compensation for the individual water service
as detailed on the improvement plans and in conformance with all 1
manufacturers installation. The Contractor shall supply all 1
materials for the water service and pressure reducer if required.
tr The unit price bid shall include all costs to make the connection ar4i',t.
to the water main, furnish and install the water meter, and 111
pressure reducer if required, and connect the meter. The unit
price bid also includes all costs to adjust the pressure reducing
valves for proper operation.
r� o. Furnish and Installation of Crushed 1�," Minus Base Course
The unit bid price per ton for crushed lie" minus base course
gravel shall constitute full payment for subgrade preparation,
furnishing and installation , water, compaction, hauling and all
other costs incidental to completion of the work as specified.
TS-14 REMOVAL OF OLD CONCRETE FOUNDATION F: OOR SLAB
In addition to required clearing and grubbing of the necessary
areas for water main construction, the Contractor shall remove the
old concrete foundation for the former Dominion Aircraft building
on Phase 1 , map panel r3 of 3.
The slab is approximately 97'x 75' , with an area of 7,300 sq. ft .
The Contractor shail remove the slab and plug all existing sanitary
sewer and water main services as required by the Airport Director.
s The broken concrete and waste shall be disposed of as approved
by the Engineer, at the Contracto 's expense.
The site restoration shall be the same as for unpaved areas.
See TS-09-C.
The lump sum price shall be full compenation for concrete removal ,
utilities cut-offs , hauling, disposal , ituring, dust or erosion
control , and restoration. The crushed 5/8" minus surface course
shall be a separate bid item.
The City Park Department does have available a dump site for
clear dirt and broken Portland �emeut concrete. The site is north
of the existing Lake Washington Peach Park. For information,
please contact the City Park Department Director at 235-2560.
I
TS- 14
1
t
a
TECHNICAL PROVISIONS (CONT'D.)
TS- 13 MEASUREMENT AND PAYMENT (CONT'D. )
P
h. partial Furnishink and Reinstallation of Existing water
ervrces
The unit price bid shall include all costs to make the connection
to the water main, furnish and install the water service, and
R connect to the existing water meter. The unit price bid also p
includes all costs to adjust or relocate the existing water meter,
as required.
i . Furnishing and Installation of Select Trench 8ackfili
n Select backfill shall be measured and paiu for at the applicable
contract price, per ton payment of which shall constitute full
compensation for furnis ing and installing the material , in place,
complete.
n j . Furnishing and Installation of MC Cold Mix Asphalt
Cold Mix Asphalt shall be measured and paid for at the applicable
contract price, per ton, payment of which shall cunstitute full
compensation for furnishing and installing the material in place,
complete.
M k. Furnishing and Installation of Asphaltic Concrete Surface
AeMrration
The unit bid price per ton for asphaltic concrete surface restoration
shall constitute full compensation for the following:
Roadway pat.hing: Asphaltic concrete patching sha: l
be measured and paid for as per Section 54 of the
Standard Specifications , payment of which shall
constitute full compensation for the resurfacingy
complete, including subgrade preparation, excludin he
crushed rock base material , preparation of and cone cion
to existing pavement , base course, tack coat , finishing,
and all necessary incidental work. e
1 . Furnishing and Installing of Crushed 5/8" Mit,us Surface Course
The unit bid price per ton for crushed 5/8" minus surface gravel
shall constitute full payment for subgrade preparation, finishing,
installation water, compaction, soil sterilization, hauling and
all other costs incidental to completion of the work as specified.
m. Furnishing and Installing Fire Hydrant Assemblies
Fire hydrant assemblies shall be measured and paid for at the
applicable unit price per each, in place, complete, which shall
constitute full compensation for tee, valve, valve box , fire
hydrant , shackling, blocking, drains , fittings , and all other
necessary items for a complete installation. Fire hydrant spool
runs shall be paid under a separate pay item.
1'S-13
TGCIINIC.IL PROVISIONS (CONT'D.)
1'S-13 HFASUREMEN"r AND PAYMENT (CONT'C. )
h. Furnishing and Installation of Water Pipe
The price per lineal foot for installing of the water pipe, size ,
class, and quantity listed in the bid schedule, shall constitute
full compensation for the water lino in place , complete, including:
clearing, grubbing, stripping, all pavement removal , excavation,
trenching, backfilling, foundation preparation, compaction, pipe
laying, jointing, fitting installations , sheeting, shoring,
dewatering, but excluding saw cutting, temporary restoration
cement concrete and asphaltic concretc re>ur£acing or patchi.ig.
c. Saw or Wheel Cutting
1
Saw or wF- ,, suiting shall be incidental to the contract .
d. Furnishing and Installation of Gate Valve Assemblies
a The unit price per each for furnishing and installing gate
assanblies , size, class , and quantity listed in the bid schedule,
shall constitute full compensation for the valve, valve box with
extensions, if necessary, concrete valve marker, and for all other
necessary accessories for a complete installation.
" e. Furnishing and Installation of Fittings
Fitting installations shall be incidental to the contract.
f. Furnishing and Installation of Concrete Blocking
" Concrete blocking shall be measured and paid for at the applicable
contract price, per cubic yard, payment of which shall constitute
full compensation for furnishing the material in place, complete.
g. Furnish and Install 2" Blow Off Assemblies
The furnishing and installing of 2" Blow-off Assemblies for either
permanent installation or fur temporary flushing shall be inciden•
to the project.
d It. Partial Furnishing and Reinstallation of Existing Water Services
The furnishing of the fittings and pipe necessary, and the
reinstallation of the existing water services shall be paid for 3
at the applicable unit price for each, in place, complete, which
shall constitute full compensation fur the individual water service'
as detailed on the improvement plans and in conformance with all
manufacturers installations. The Cohtractor shall supply all
• materials for the water services .
TS• 12
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TECHNICAL PROVISIONS (CONT'D.)
a 15- 10 TESTING (CONT'D.)
b . Pressure Test
Prior to acceptance of the system, the installation shall be
subjected to a hydrostatic pressure test of 300 psi , and any leaks
or imperfections developing under said pressure shall be remedied
by the Contractor before final acceptance of the. system.
The Contractor shall provide all necessary equipment and shall
perform all work connected with the tests and conduct said tests
in the presence of a Utilities Division inspector. Insofar as
r, practical , tests shall be made with pipe joints, fittings and
valves exposed for inspection.
c. Leaka a Tests
Leakage tests may be required after the pressure test has been
satisfactorily completed on the new pipeline or concurrently with
the pressure test . The hydrostatic pressure for the leakage
test shall be equal to 100 psi .
TS- 11 DISINFECTION
Disinfection of the new water system shall be requited prig to
completion of the project and shall be in accordan.e with A.W.W.A. t
Specification C601- 54 and Section 74 of the A.P.W.A. Standard fl
Specifications and shall meet the acceptance of the State of
Washington Department of Health. The initial concentration of
chlorine in the line shall be 50 parts per million and this
solution shall be held for a period of 24 hours. Disinfection of
the entire water system installed or disturbed under this contract,
including pipe, pipe fittings , valve ;, and appurtenances , is required
to conform with the specifications staged herein.
TS-12 CLEANUP
During the time that the work is in progress ; the Contractor
shall make every effort to maintain the site in a neat and orderly
condition. All refi.se, broken pipe, excess excavated material ,
broken pavement , etc. , shall be removed as soon as practicable.
Should the work not be maintained in a satisfactory condition, the
t Engineer may cause the work to stop until the 'clean-up" portion
of the work has been done to the satisfaction of the owner and/or 1
Lngineer.
TS-13 MEASUREMENT AND PAYMENT
a. General
Unit or lump sum bid prices for all items shall include all
cost for labor, equipment, material , testing, relocation and
modifications to existing utilities , and all incidentals necessary
to make the installation complete and operable .
' I'S- 11
A
1'
A
TWINICA1, PROVISIONS (CON'r'U.) f
T" —09GENERAI- RBSTORATION OF SU
RFACES (C.ON1'10 ) I
a. Temporary Cold Mix Asohalt (Cont ,d f
The unit price Lid per on of cold mix shall be full compensation I
for all labor, equipment , materials , and all incidental costs
necessary for furnishing and placing the cold mix.
Airpor__ t� Roadway P, a�s.
A minimum of 6" of IV minus crushed rock base will be used in
all trenches prior to placement of any pavement restoration.
All subsurfaces such as concrete under asphalt shall be replaced
in like manner and thickness .
All asphaltic patches shall be Class s asphalt.
The Contractor shall be responsible for removal , temporary
storage, and reinstallation of car wheel blocks on the Renton
Aviation parking lot site . The Contractor shall contact Renton
Aviation before work am give proper notification. Any work
involved with wheel block removal and restoration an d log barrier
removal and restoration shall be incidental to the project .
r
Crushed 5/s" Minus Surface Course
A minimum of 2" of 5/s" minus crushed surfacing will be used to
restore all unpaved areas. The surfacing material shall meet
specifications of "Top Course" material in Sectioa 23 of the A.P.W.A.
Standard Specifications .
Installation and compaction of the Surface Course shall be
performed in accordance with Section 15 and Section 23 of the
Standard Specifications.
4 the gravel surfaced areas shall be sterilized with "Princepe"
soil sterilizer or approved equal. The application shall be in
accordance with manufacturer's requirertients.
Compaction of the Surface Course shall be to e51 maximum density
measured in accordance ✓ith Sectlon 13-3. 10E5 of the A.P ii,A,
Standard Specifications.
_S-10 TESTING
a. General
Hydrostatic pressure and leakagt tests on the new pipeline shall
be made in accordance with applicable provisions of A.W.W.A.
1 C600- 54T or C603-64T and Section 74 of the A.P.W.A. Standard
Specifications , except as modtCied herein. All equipment necessary
to make the rests shall be furnished by the Contractor, and the
Contractor shall conduct all tests under the supervision of the
S Engineer,
�t I S-10
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11XIINICAL PROVISIONS (CONT'D.)
1S-08 PIPIT INSTALLATION (1'0'YT'U )
X. Concrete Blockin
Y (Cont 'd )
Provide approved duck lugs at all installations--do not shackle
through bolt holes . Each installation consists of two rods on
Opposite sides of the pip(-. . Shackle rod material shall be 3/4"
• diameter Garb on steel bar material . Furnish approved couplings
where required. Bars shall be shop cleaned of all loose mill scale,
ditt , rust, oil or other foreign material by flame cleaning or
power brushing and shop primed with Koppers Bitumastic Mill Undercoat.
Store rods under cover and protect shop coating from abrasion.
After installation paint rods and accessories with Koppers Bitumastic
• No. 505 to minimum 15 mil . film thickness . The number of bolts and
tie rods required per joint, size of rods and bolts shall be determined
by the Contractor and reviewed by Engineering.
h. 2" Blow-Off Assemblies
Water main blow-off assemblies shall be constructed as shown on
City of Renton "Standard Detail for 2" Blow-Off Assembly" as bound 111
in these specifications. e
a
Galvanized steel pipe and fittings shall conform to the requirements E
• in Section 72 of the A. P.W.A. Specifications.
Temporary blow-off assemblies will be installed where directed by
the Engineer.
i. Water Services
• T;ie existing water services shall remain in service during
construction of the new water main and until final acceptance of
the required tests on the new main.
Upon final acceptance of the new main, the existing services will
be reinstalled or tapped into the new main, the meter boxes relocated
• where necessary, or as directed by the Engineer. They shall be
installed as per the City of Renton water service specifications
as bound in this document.
TS-09 GENERAL RESTORATION OF SURFACES
• The basic requirements for sur:ace restoration are as follows :
resds , streets , driveways , shoulders and all other surfaced areas , rf
removed, broken, caved, settled or otherwise damaged due to
installation of the i^provements covered by this contract shall be
repaired and resurfaced to match the existing pavement or landscaped
area as set forth in Section 54 of the A. P.W.A. Specifications ,
except as modified herein.
( a. Temporary Cold Mix Asphalt
The Contractor shall place Cold Mix as directed by the Engineer.
P
TS-9
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TIAMNICA[. PROVISIONS (CONT'D. )
c
TS-08 PIPI INSTALI.ATION (CONT'U I
1'
d. Special Anchorage
All free ends, bends , tees , laterals and any change in direction of
piping shall be adequately braced and blocked to prevent movement
from thrust by use of concrete thrust blocks , tie rods and joint
44 harnesses . Concrete thrust blocks must be poured against
undisturbed ground. Thrust blocks shall be provided at all changes
in direction of piping. In addition, all joints at bends or charge
in direction, to a point at least three joints beyond the tangent
point on either side of the bend, shall be provided with a positive
locking device to prevent separation of the joint under full test
t" pressure. The locking may be accomplished by use of tie rods and
joint harness , subject to the prior approval of the Engiaoer. After
the pippe has been joined, aligned and permanently bedded the joints
shall be drawn up to assure permanent water-tightness but not so
tight as to prevent flexibility to allow for some movement caused
by vibrations , expansion and contraction.
C. Valves and Valve Chambers f
i
Valve installation shall be in accordance with Section 75 of the
A. P.W.A. Standard Specifications except as modified herein.
All gate valves excluding those in pressure reducing vault shall
include an 8" x 24" cast iron gate valve box and extensions .
f. Connection to Existing Pipe and Structures
Connections to existing piping and tie-ins are indicated on the
' drawings . The Contractor :oust verify all existing piping, dimensions
and elevations to assure proper fit .
the Contractor shall be responsible for the protection of all
existing piping and appurtenances during construction, and shall
take care not to damage them or their protective coatings or
impair the operation of the existing system in any way.
y
The Contractor shall make all connections and tie-ins inder the
direction of the City of Renton Utilities Division. :he Contractor
must also provide any specials required to make a satisfactory
connection.
g. Concrete Blocking
General concrete thrust blocking shall be in accordance with
Provision 112. 14 of Section 74, A.P.W.A.. Standard Specifications.
The City of Renton Standard Detail for general blocking is bound
in these specifications .
All free ends , bends , tees , laterals and any change in direction
of piping shall be adequately braced, blocked or restrained to
prevent movement from thrust by use of concrete thrust blocks
where applicable and/or shackling (tie rods and joint harnesses) .
TS-8
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TUHNICAL PROVISIONS (CONT'G, )
TS-07 PAVEMENT REMOVAL TRENCH EXCAVATION BED(IING 6 BACKFILL (CONT'D.)
n
I, Select Trench backfill (cont '�
Any excavation in excess of the above requirements shall be replaced
with the native material or select trench backfill , as directed by
the Engineer and at the Contractor's expense.
i
The price per ton shall be full compensation for selecting the source,
furnishing and placing the material as outlined in Section 26-2.01 of
the Standard .Specifications .
TS-0s PIPE INSTALLATION
a. Gen-.ral
Pipe installation shall be in accordance with Section 74 of the
A.P.w.A. Standard Specifications , except as modified herein.
6 All buried pipe shall be laid upon prepared foundation or bedding
material so that the bottom quadrant is uniformly supported through-
out its entire length, as specified in Section TRENCII EXCAVATION,
BEDDING AND BACKFILL.
The depth of cover icr the b", 8" and smaller water mains shall be
" 3' unless otherwise specified. The trench width shall be no greater
than 36" unless soil condition requires wider widths.
At the end of each working day, it shall be required that the end
of the water main be plugged, the trench backfilled, cimpacted,
and prepared for traffic with temporary cold mix asphalt.
b . Laying and Jointing
Ductile or cast iron pipe and accessories shall be handled iu
such a manner as to assure delivery to the trench in sound undamaged
condition. Particular care shall be taken not to injure the pipe
lining and coating.
Cutting of pipe shall be done in a neat , workmanlike manner with {
an approved type mechanical cutter without damage to the pipe.
Jointing shall be accomplished in accordance with manufacturer' s
recommendations .
c. Bends and Curves
Deflection from straight line and grade, as required by vertical
curves, horizontal curves and offset shall not exceed the maximum
deflection per joint as recommended by the pipe manufacturer. If
the alignment requires deflection in excess of the maximum
1 recommended, special bends or a sufficient number of shorter
lengths of pipe shall be used to provide angular deflections with ,n
the limits set forth.
7S. 7
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1'LCIINICAL PROVISIONS (CONT'D. )
TS-07 PAVEMENT REMOVAL 'TRENCH f,XCAVATI `r, BEDDING AND BACKF'ILL (COW D.)
ry e. french Backfill and Compaction
(1) General : Excavated materials that are free from mud, muck ,
organic matter, roken bituminous surfacing, stones larger than 8
inches in dimension , and other debris , shall be used for backfill
y except where otherwise required.
(2) initial Backfill extending to a plane at least 12 inches
along the crown o e p Pe shall be hand-placed, selected
excavated material free from stones , hard IUM05 or other material
harmful to the pipe. Initial backfill shall be placed around the
pipe in layers not exceeding eight inches in depth and each layer
shall be thor,4 ghly compacted by mechanical tampers to at least 951
^f maximum dry deuaity at optimum moisture content as determined by
Standard Proctor Compaction Test , ASTM Designation D698-58T,
Rethod D. All works related to the testing of the compaction,
including proctor tests and co•npaction density tests shill be by
the Contractor at his expense. Four (4) compaction tests shall he
taken on the water trench areas . The locations of the costs shall
be selected by the Engineer. If or.s or more tests do not meet the
specifications as stated above , additional tests will be taken as
requested by the Engineer at [he Contractor's expense. All
compaction tests shall be at the Contractor's expense.
(3) Subse uent Backfill : All subsequent backfill understreet
and shout er areas s a e placed in lifts not exceeding 8 inches
in loose depth, and each lift compacted to at least 95 percent of
rr.ximum dry density at optimum moisture content as determined by
ASTEM Designation D698-58T, Method D. In-place density determination
shall be made in accordance with ASTM Designation D1556-58T, e,,.cept
as otherwise approved by the Engineer. Testing for compactions in
the improved areas shall be in accordance with the tesring as stated
in the section on initial backfill.
(4) Payment : No separate or extra payment of any kind will be
made for compac ion, wetting, drying, water, or processing of
materials , but shall be included in the applicable unit price paid
for the wat�•rline in place, complete.
f. Select Trench Backfill
Select trench backfili for the pipe shall consist of crushed or
naturally occurring granular material from sources selected by the
Contractor. The source and quality of the material shall be subject
to approval by the Engineer. Select trench backfill shall meet
requirements for bank run gravel Class "B" as outlined in
Section 26-2.01 of the Standard Specifications .
The horizontal limits for measuring select trench backfill in
( place shall be the site of the excavation except no payment will it
',e made for material replaced outside of vertical planes, 1.0 feet
outside of and paralle? to the barrel of the pipe and not the bell
or collar.
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THAINICAL PROVISIONS (CONT'D. ) *'<
TS-05 CLEARING AND GRUBBING (CONT'D.)
r•
straight lines or to nearest construction joint, and shall be made
with clean vertical faces.
Removal of bituminous and concrete pavements and utilities shall
be conducted in accordance with Section 52 , A.P.W.A. Standard
Specifications , except as otherwise provided herein.
Clearing and grubbing shall consist of removing logs and brush
and cutting all standing trees at ground. All stumps shall be
removed.
Clearing and grubbing shall be accomplished in accordance with the
applicable provisinns of Sertion f ' of the A.P.W.A. Standard
Specifications . The limits of clearing and grubbing shall not go
bayond the limits of the right-of-way or easements .
TS-06 SAW CUTTING
The Contractor shall sawcut all csisting asphalt concrete pavement
and cement concrete pavement in Phase 11 or as directed by the
Engineer.
the depth of the sawcut shall be a minimum of ly inches for asphalt
and 3 inches for concrete.
Wheel cutting shall be made to the satisfaction of the Engineer.
The method of saw or wheel cutting shall be approved by the
Engineer.
TS-07 PAVEMENT REMOVAL, TRENCH EXCAVATION BEDDING AND BACKFILL
a. General
Pavement removal , trench excavation, backfill , foundation
preparation and bedding for waterline and appurtenances shall be
in accordance with the applicable provisions of Section 73, A.P.W.A.
Standard Specifications , except as modified herein.
b. Pavement Removal
• f
• The Contractor shall inform and satisfy himself as to the character,
quantity and distribution of all pavement removal . Removal of
existing pavement shall cover all types and thicknesses of pavement.
The contract price per lineal foot for "installation of water main"
shall includ full compensation for cutting or line .frilling,
breaking and removing all types and thickness of pavement encountered
in this project.
Neither separate nor extra payment of any kind will be made for
storing, handling, hauling or manipulation of remove, pavement.
a IS
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1LCHNICAL PROVISIONS (CONT'D.) 44
'15-03 PIPING MATERIALS, VALVES, AND FITTINGS, (Cont'd.)
n -
d. Gate halves (Cont'u.)
14 or Mueller A-2380 , or Kennedy, or Pacific States , or U.S.
Metropolitan. All valves shall have concrete valve markers . The
markers shall be Lundberg concrete pipe Company right-of-way markers
State Highway Design or equal.
e. Fire Hydrants
Fire Hydrants shall be Corey Type (opening with the pressure)
conforming to AWWA C-504-64 with a 6" inlet and a minimum M.V.O. of
5", two 211" hose nozzles with National Standard 7� thtcads per inch
srd one 4" pumper nozzle with the new Seattle Pattern 6 threads per
inch, 60o V. threads , O.D. thread-4. 875 and root diameter-4.6263,
14" pentagon operating nut and opening by turning counter clockwise
(left) . Hydrants shall be constructed with mechanical joint
connections unless otherwise specified in bid proposal description.
Fire hydrants shall be of Traffic Type and Provision shall be made for
drainage of barrel to protect units from freezing. Fire hydrants
shall be such length as to be suitable for installation with
connections to piping in trenches 3' deep unles, ztherwise specified.
Fire hydrants shall be IOWA, Pacific States or approved equal.
Approval must be obtained prior to bid openinr•
f. Galvanized Iron Pipe
Galvanized iron pipe shall meet or exceed Section 72-2.05 Steel Pipe
as specified in the A.P.W.A. Standard Specifications , and
Section 72-2.06 of the Standard Specifications .
TS-04 EXISTING UTILITIES
If, in the prosecution of the work, it becomes necessary to
interrupt existing surface drainage, sewers , underdrains, conduit ,
utilities, or similar underground structures , or parts thereof,
the Contractor shall be responsible for, and shall take all necessary
precautions , to protect and provide temporary services for same.
The Contractor shall at his own expense repair all damages to suc;j
facilities or structures due to his construction operations , to the
satisfaction �if the Engineer. The City does not warrant or is not
responsible for locations of utilities, either field to^aced or
located on the maps .
City of Renton Utilities Division will repair or replace all damaged
water services and meters et the Contractor's expense.
TS-US CLEARING AND GRUBBING
( Pavement , or other street and road surfaces shall be cut only to
the minimum width which will permit the proper excavation and bracing
of the trench, and which will allow passage of vehicular and
pedestrian traffic . All pavement cuts shall be made smooth,
'1'S-.3
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TABLE I FZ5;1:,7E I
Thrust at Fitting s,in FO,rLj_• Typf.cal Thrurt Rlock Lgcetion4
�� wiry ur n�
r—Ia0 It" lastri 41
IY qsa ISM ISM IIO —
!]0 1410 1>r Stu=—NO M.RO' J r�rL.•
lW 71Y 14r 910
In 1♦M VM IW m I
M VVa1 "m IM 1N
r—to 4M MVO Visa sa low
IN 410 Ms0 yr low—
IN
Kr $lt0
a=. . aM Mr rM as"
am •J
Ir no 9mNo law
OW Zito
sMr f
M m4 UM 44fa 0°10 ,
N' o 14M 7aN halo
Me
IO= Uses
IIrO II
m rla 44r
y
IN If400 us44 I1r0 ftlo
W __ rir 3Nr I0N0 ftr _ q�rY1
N"— SO tM rr0 14xr 7270
140 ism Ism 1I200 170
I10 V:M IC4M Ism MM
M tt100 --rr0 M
_ I)fr._. 4'�4er Ire _
♦ seesso
10 _M tlf�011 1t1 10M ICON no :tlM 30400 Slit 103%
M I0I40 4Sr0 Stir INN
Hr,— r 1W00 4I4M 1]000.___ I17o f[■■■,
14a "m 4I4r !nr 137" ' r
Ir fDlVO NIOG •4M Irr
Epp _ l4]00 _ H100 _30x00 ._ IIM _ I
j0 be Ulm Sim Ulm 14M 1
Ir rlr MIN rre 'Itm .�
t Ir Orr 140r rro I4M
M 0400 470r r^r If10t_
r"- M tll10 14t14
" i000G-____.fa0a
Ir a1r0 Pat" 40Ir I'm
Ir a14M ♦Sir Klr l41r
Sr x
OOM r4r fir t44r
fe,... r Ism 1:70oi 11101) Sxxr _
1r son ItO hM 7tr -
M loom loom 01Ir_____ 414r .••• ' a� '
7� r 11rr t"m IMoe 461Me arm I"m r n
rM I1r
M IIsm tIM0 114000 I01N
TABLE II
;� baia eeerinn :gaffs in Lb a. Ft.
T.. safe bearing loads given in the followtng table ate for
horizontal thrusts when the Depth of over c"OY the pipe excccle
2 feet.. SAFE BLARIMJ LOAD
R2r sq,Ft•
40
4XUC o-4 t, ".C.
C
1,000
Sand 1,000
Send end gravel l'�0
bend and gravel carented with clay 4,000
Hare shale 10,000
4ln p.u¢k or past all thrusts ors restricted by piles or tie rode to .,
solid foundations or by rerosel of suck or past and replaoawent with
ballast of sufficient stability to resist thrusts.
Blocking Page 3
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•t �t.Va�iN,`.d4,ell / N' t ` s g n,.,� • r - „q `,,�,, '
t- Y pD 1
` }I �/�< ) l � Y �91 •� xi
I
a y�� Il�il
- 0 '
p. l:A/1!'OlJ1T ION_ P3'il1A-TIOfI;
Na•<imus operating proxeurc '- 1.5 x non(.l oIx`rat inq pressure
c
At ,a of concrete (Al - Thr t in _ T �+
1 fiat, Mating bo d in (poondo/sq• ft.) SSR1.
Maximus height of thrust block IKo ' Depth_ot LODUh Ln feet = h
2 2
Depth of concrete thrust Mock .. (Width of trench in feet)(outside disseter
of pipe in fer-) --
2
• r4
2
Maxima length of thrust block 0j.) ' 1AMttAL sight "MM
Required xwoun. of concrete (cu. yd-)
.k' (Height x depth x length)xO,037(A'im xiuxDc)xO.0370d
t. JU P_IA
1. Problem: Calc(rlatim of the M,,,nt of concrete required to block a
900 bond in An 8' C.I. watermains the normal operating preawure in
7 the pipe will be 65 psi and the 9, 1.1 cavlitim in the area indicates
send and gravel.
2• Solution
Maximus ol,eratirq pressure - 1.5 x 65 . 97.5 Psi
outside dieseter of 8" Pipe - 9.05 in. - 9 /i t
12 f ' "a is
- Go to Table 1: The calculated maximm operat
97.5 psi, the table does not list this figure ad we take the first
figure in sequence, being 100 Psi
p.. an 8' waterpipe, having A maxima operating pressure of 100 pal.
m
we sae that the throat on a goo bend is 5,420 Pound for sand and
-Go to Table 1[: Table II gives the safe bearing ;
growl: 3,000 lbs/sq.ft-
-Go to Figure I: Figure I indicates the Fmitim of the concrete g
for blocking the 900 bond
-Go to the specifications of the project and find depth of trench Ih)
3 feet
Width of tranoh (W) 3 foot
With the above "ambled infornatim we pr,x:oed to the tinal
calcuiations' . I.W sq. ft.
-Area of concrete (nl ' ?Must S�20
Safs searing Load 3000
-Waxia,a height of thrust block (H,) = DeI*h of t;M_gh - h ' I ' 1.5 ft.
2 2 2
-Depth of concrete thrust block !Dc) Dias -f Pitt IdI
Width of trenC(I 1n faet—ff�Outside� ��-
2
3 _9.05/12 - 1.12 ft
2 1.'t [t.
-Maximus length of thrust black (I.$) ' Araa of Concret4 1•BO^
Height. of Cmc. a, 1.50
-Required amount o1 concrete ' (HeightxDeptiuk,,ongt:r) x 0 03704 -
(Ns, x x DC) x 0.03704 ' (1.5 x 1.2 x 1.1%) x 0.03704 ' 0.074 en.yd.
Blocking Page 2
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STANDARD DETAIL FOR GENERAL BLOCKING
CONCRETE BLOCKING SIZING °kOOEDURE
A. GENERAL
The amount of concrete required to anther horizontal bends, tees,
and dead ends depends on the strength of the soil. The methods of
placing concrete to keep the joint accessible is shown in Figure I.
The area in square feet of concrete which at-at bear against the rr
side of the trench is found by dividing the thrust in pounds sham
in Table I by the safe bearing load of the soil as ahwn in Table II.
P. CRITERIA
- The sizing prxedure in for hor SzontaJ cr downward thrust only.
- Height of the thrust block must be Lqual to or less than 112 the
depth from the ground surface to the block rase.
- The thrurt block hearing phase is approximately rectangular.
- The concrete blocking shal' be as per APVA specification 74-2.14.
C. Sy"POLS
d= Outside Dismeter of lips in Feet
T . Thrust in pounds at the fLttinq ('fable I)
SHL• Safe Bearing road in PO=ds/sq. ff. (Table II)
h e Depth of trench in feet
W . Width of trench in feet
A . Area of concrete which must bear against the aide of the trench
in eq. ft.
!Im. Maximum hoight of the thrust block in feet
Dec Depth of the concrete thrust block to bearing surface in feet
to. Maximum length of the thrust block in feet
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CITY PARK DEPT. DUMP SITE \ Y
CONTiCT PARK DEPT. DIRECTOF7 ' ► 1=. I iN
FOR INFORMATION PH. 235-25A N(
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or
VICINTY MAP
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2" id Y MON fM[ 2's0s P .<Mf ,ate_ _ r 1 1 • Of .f Y10r
_ ANDAR SPECIFICATIONS
- 'CTrACN raLt f• • r[raLE •r - +
L c•sr +NON Y[rEN 90. _ia•cIINQ
t - �oa•wlc- SIIi PRESSURE REp1KlRS
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CIIV Yb. W9fW i.R (f.wa o.rwc M.n.4.du� �'a•�' PRESSURE REDUCERS_
a'
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.. Reduced Print
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uox w[ r.w[u s t T w[a .cw rM) I
D. AWAt i. w.rC A.[5 .iTt�
w.nw Y[[A M rM
.� ..•AN •'•.,• i'1 A IDN
t wo.r�a(.any n—•[r) r nes its F i 1 ♦2 WATER SERL'iCES
I �
MONSOON
40 z s
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•. :xarT wi etR so. --i--------�-- ♦o..-�'.�.+.ereo'-- eT J•WC/JtD 5 •U SCR i0N— RltTp
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e ?• MIN SMALL INCLUDE FINISHED GRADE
I � /—
HYDRANT EXTEN '
WHEN NEEDED
OLYMPIC FWAY
• —OR EQUAL CI
VALVE BOX
6' C.I. SPOOL —60 GATE VLLYE(FL•MJ)
CONC 3/4'SHACKLE RODS
BLOCKING— ' _S&NC
BLOCKINO
11/2'WASHED GRAVEL L X•6' TEE •FU
16' 4' CONC BLOCKING
I
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HYDRANT
HYDRANT GUARD POSTS SHALL it —1�—
BE STATE OF WASHINGTON DEPT.
OF HIGHWAYS DESIGN CIRCULAR 2'
PRECAST CONCRETE GUARD
RAIL RAIL
POSTS.
TWO(2) GUARD POSTS (MIN) SHALL
BE SUPPLIED AND/OR INSTALLED GUARD POBT!TYP) 0
a ADDITIONAL POSTS MAY BE REQ'O
BY ENGINEER FOR OPTIMUM PRO-
TECTION FROM VEHICLES.
ALL FIRE HYDRANTS AND GUARD
POSTS SHALL BE PAINTED AS
DIRECTED DY ENGINEER.
1
STANDARD DETAIL
FOR
HYDRANT ASSEMBLY 81
n- HYD. GUARD POSTS
ti
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STANDARD DETAILS
1
Table of Contents
Standard Detail for Fire Hydrant Assembly SD- 1
Standard Detail for 3/4" and 1" Water Services SD-2
Standard Detail for 1�" and 2" Water Services SD-3
Standard Detail for 3/4 and 1" Pressure Reducers SD-4
Standard Detail for 2" Pressure Redacrrs SD-5
Vicinity Map City Park Department Dump Site SD-6
s
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STANDARD
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TS- Ib TECHNICAL PROVISIONS !CONT i
S. S"RAINm (Cont.)
steel. Strainers shall fit snugly and shall be easily removed. The
effective straining area shall be as large as practicable and aP a
sdnfmum double that of the meter main case inlet.
9. SEAL WIRE._tLOLES
The register box screws, on all meters shall be drilled with not less
than a 3/32 inch diareter hole for sealing.
10. REPAIR PARTS
16
The Contractor shall :=umit a complete list of parts with quotations
effective for one year after award of the contract.
11. MAMUFAC7URER'S SPECIFICATIONS
.� Bidder shall submit aIIletini, catalogs or other literature pertinent
to the particular meter he proposes to furnish and shall also furnish
an accuracy, registration and lose of pressure chart or curve, the
pressure loss shill not exceai that sh•v for the following delivery.
METER SIZE DELIVERY MAX. PRESSURE LOSS
<s I (Inches) Gals. Per Minute Lbs. Per Sq. In.
A.W.W.A.
5/8 x 3/4 20 1]
1 Inch So
.� 1 1/2 Inch 100 20
2 Inch 160 20
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TS- 16 TECHNICAL PROVISTONS (CONT.)
5. M=R. CASING
,
All meters shall Lave an outer case with a separate measuring chamber
in , nicb disc or piston operates. The outer case shall be made of a )
corroalc•n-resistant bronze composition. Castings shall not be repaired,
( plugged, brazed or "burned in". All meters shall be equipped with cast
iron breakable frost bottoms fitted with replaceable plastic or approved 3
lining and be secured to the main casing by means of bronze bolts, brass
nuts and washers.
All meNrs (1" and underi shall be equipped with cast iron breakable ...
(.� frost bottoms fitted with replaceable plastic or approved lining and be
secured to the main casing by means of bronze bolts, brass nuts and
washers. f
i
Also, motors (1 1/2" and 2") shall be of all bronze construction and of
split case type.
lh
G. i1PASVRING CHANT
The measuring chamoer for all meters shall be mus of bronze composition
and shall not be cast as part of the outer casings. They shall be
machined carefully and secured in position in the outer casings so that
any slight distortion of the casiner, which might occur will not affect
the sensitivity of the meters. Snap-joint construction is desired, but '
is not mandatory.
7. DISC 6 PISTONS
Discs Shall be made , f hard vul<.,.,ized rubber, smoothly machine, of the
highest grade and of material having as nearly the sure gravity of water
as possible. They shall be fitted accurately in the measuring chamber,
shall. operate Smoothly and freely. Disc piston shall consist of a Disc I
i
Plate and 2 Ball Halven and shall be equipped with a Thrust Roller and
the measuring chamber s.,otted accordingly. 2f
i Pistons shall be made of hard vuicanized rubber, smoothly machined, of j
_ the highest grade and of material having as nearly the same specific
gravity of water ss possible. They shall he fitted accurately in the
measuring climber, shall operate smoothly and freely. Pistons shall be
one piece a:.d may or may not have a pilot. The division plate may be of
stainless steel, brass, or rubber coated.
Y
Where V. three piece measuring chamber is to he furnished, a one piece
conical shaped disc with metal reinforced interior will be accepted.
i
is. STR1h INGM �1
All meters shall he provided with strainers. Strainer screens shall be
made of heavy rigid perforate- sheet copoer, copper-alloy, or stainlos�' l
1'S-17
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ENDING
OF
C • . _ Mown A ...
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Contracts Other Than Federal-Aid 7 of 7
A IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City 'a erk and the Contractor has hereunto set
his hand and seal the day an: year first above-wr':tten.
A
CONTRACTOR CITY OF RENTON
py res I dentl Partner er Ifayvr
ATTEST:
ec,etary — My Clerk
A dam— —
�i-im Tame
Individual_ Partn+rship
Corp ation — A Corporation
pi a-f oi'Tncorperation
E! Attention:
If business is a CORPORATIOY., name of the corporation snould be listed in
full and both president and Secretary must sign 4h3 contracL, OR if one
sign,.ture is pemitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
I
If business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name: ary one partner
may sign the contract.
'f business is an INDIVIDUAL PROPRIETORSHIP, the name of the cwner should
e) appear followed by deb/a and name of the company.
f
r ,>
Contracts Other Than Federal-0'• 6 of 7
obligated to take i:meo:��e steps to correct aria remedy any such defect,
fault or breach at the sole cost and expense of Contractor.
9) The Contra '.or and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, payrolls,
reports, estimates, records and miscellaneous da rtaining to the
Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the
i
faithful performance of the Contract, including the payment of al
persons and firms performing labor on ',he construction project under
this Contract or furnishing materials in connection witn this Contract;
dt
said bond to be in the full amount of the Contract price as specified
in Paragraph 11 . The surety or sureties on such bond or bonds must be
duly licensed as a surety in the State of Washington.
•
11) The total amount of this Contract is the sum of
which includes Washington
State ` es Tax. Payments will be made to Contractor as specified in the
a "gene. ,., conditions" of thi't Contract.
J
J
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V'
5 of
A
Contracts Other Than Federal-Aid
notice as neretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail , Hostage prepaid,
A certified or registered mail ,
A 7) The Contractor shall commence performance of the Contract no later than
• 10 calendAr days after Contract final execution, and shall complete the
full performance of the Contract not later than 60 working days
A from the date of commencement. for each and every working day of delay
after the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will he
A the sun of One Hundred Dollars and No Cents ($100.00)
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
j7
8) Neither the final certificate of payment nor any provision in the
Contract nor partial or entire use of any installation provided for by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility fcr faulty materials or workmanship.
The Contractor shall be under the duty t0 remedy any defects in the
work and pay for any damage to other work resulting therefrom which
shall appear within the period of come (1) year from the date of final
acceptance of the work, unless a longer period 1s specified. The City
will give notice of observed defects as heretofore specified with
reasonable promptness afte discovery thereof, and Contractor shall be
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Contracts Other Than Federal-Aid 4 of 7
5) Contractor agrees and covenants to hold and save the City, its officer„
agents, representatives and employees harmless and to promptly indemnify
same from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in
any way relating to this Contract. Tnis hold harmless and indemnification
provision shall likewise apply for or on a:count of any patented or un-
patented invention, process, article or appliance manufactured for use
•
in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
7►
In the event the City shall , without fault on its part, be made a party
to any litigation commenced by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements nereunder.
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6) Any notice from one narty to the other party under the Contract shall
be in writing nd shall be datee, and signed ty the party giving such
notice or by its duly authorized representative of such party. Any such
�w
Contracts Other Than Federal_Aid
subcontractors should violatr any of the 3 of 7
the Ci[ Provision; of this Contract,
Y may then serve written notice upon him and his suret
( intention to terminate the Y of 1Ls
Contract, and unless
within ten (10) days
after the serving of such notice, such violation or non-compliance of
,yny Provision of the Contract shall cease and satisfactory arrangement
for the correction thereof be made, this
expiration of said ten (10) day Contract, shall , upon the
Y period, cease and terminate in every i
respect. In the event of any Such termination, the +serve written notice thereof City shall immediately i
+` upon the surety and the Contractor, and the
Provided, however the right to take over and perform she Contract,
that if the surety within fif
the serving — teen (i5l s
9 upon it of such notice of termination—v___�S after
Contract or does not c does perform the
' �Ce-jRprfo^^.-fie thereof within thirty (30)
days from the date of serving such notice, the City itself may take
ov' the v,ork under the Contract and prosecute the same
v
by Contract o,• b to completion
y any other method it may deem advisable, for the
account and at the expense of the Contractor, and his liable to the City for any exc sure*.y shall be
ess cost or other dams
•
City thereby. :n such event, ges orcasioned the
the City, if it so elects, may, without
liability for so doing. take Possession of and utii+ze in completing
said Contract such materials, machinery, appliances, equipment, pants
and other properties belonging 9 g to the Contractor as may be on site of
the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
A
Contracts Other Than federal-Aid 2 of 7 j
and the construction installation performed and completed to the 9)
satisfaction and the approval of the Ci+y's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
2) The aforesaid Contract, entered into by the acceptance of the Contractor's
bid and signing of this agreement, consists of the following documents, a
all of which are comp,)nent parts of said Contract and as fully a part
thereof as if herein set out in full , and if not attached, as if
hereto attached.
•
a) This Agreement i
b) Instruction to Bidders
c) Bid Proposal
d) General Conditions
e) Specifications
f) Maps and Plans
g) Bid
« h) A, vertisement for Bids
ji) Special Contract Provisions, if ny
i
•
3) if the Contractor refuses or fails to prosecute the work or any part
thereof, with such diligence as will insure its completion within the
r time specified in this Contract, or any extension in writing thereof,
# or fails to complete said work within such time, or if the Contractor
t shall be adjudged a bankrupt, or if he should make a general assignment
• for the benefit of his creditor%, or if a receiver shall be appointed
on account of the Contractor's insolvency, or if he or any of his
I of 7
CONTRACTS OTHER T41N FEDERAL-1111
40
{
THIS AGREEMENT, made and entered into this , day of 19 _• f
b and between THE C1lY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and _
hereinafter referred to as "CONTRACTOR."
i
WITNESSETH: !
1) The ?.ontractor shall within the time stipu'oatad. (to-wit: within sixes (60)
working days from date of commencement hereof as required by the Contract,
40 of which this agreement is a component part) perform all the work and 3
services required to be performed, and provide and furnish all of the {�
labor, materials, appliances, machines, tools, equipment, utility and i
transportation services necessary to perform the Contract, and small
complete the construction and installation work in a workmanlike manner,
in connection with the City's Fro,ject (identified as No. W-455
Yt for improvement by construction and installation of: Renton Munici al
port Water System Improvements Phases i F• II .
All the foregoing shall be timely performed, furnished, constructed,
installed and c. npleted in strict conformity with the plans and spec-
ificatiw,s, inclu'ing any and all addenda issued by the City and all g(
other documents hereinafter enumerated, and in ful' compliance with all 1 Yi
( 6
applicable copes, ordinances and reguLtfcns of the City of Renton and {
any other governmental authority having Jurisdiction thereover. it is
further agreed and stipulated that all of sai; labor, materials,
appliances, machines, tools, equipment and services shall be furnished
t
'� N
•
SCHEDULE OF PRICES
( (Note: Unit prices for all items, all eatensions and total amount of
hid out be shown. sha, unit prices in both words and tiqurec
and where conflict occurs Cho written or t9ped words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY Unit Prlces to be written in words DOLLAI:S CTS. DOLLARS CTS.
Ii 2 ea. F $ I Z" Water .Services with
I2" Pressure Red.itrr
Per Each
I
12 2 Pa. Reinstallation of 2" and +�
Smaller Water Services
f f
Per Each
13 130 Ton F & I Crushed 1%" Minus Rock I I IIi
Base Course for Asphalt
1, Restoration If�
14 1 ea. F 4 1 &" O.S. G Y. Gate Valve
6 Misc. Fittings for Complete
Installation in Precast
` t; ( Concret^ Vault
f f
Per Epchr—
,
Sub Total
I` 5.41 Sales Tax
TOTAL
The undersigned bidder hereby agrees to sta.•t construe ion Work on this
proje t if &war ed him within ten (10) days a d to (.om lete work within
sixty (60) cons cutive calendar days from dat of exec tion
rated this day of 1977
I
Signed _
Title Address_—--
Phone
l! I
i
I ,
4
• SCHEDUU_ OF PRICES
More:
unit prices for aa: itesa, all extensions and total emow.t of
bid must be a)own. Shaw unit prices in both words and figures
40 and where conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM
Iw TN UNIT PRICED BID UNIT PRICE AMU' •T
{ 1 NO. '}UANT ITY unit Prices to be written in words DOLLARS CTS. DOLLARS CT5.
a
• I 10 LF F `v I 142" Galvanized Iron
Water Pipe S $
i tr:+ gear Food wor s ( tgnres (figures
{ rL 52 Water
� 2 1525 LF' F & 1 B" llI (TJ)
Pipe S S�
i $ er near cot
3 S ea F & 15y" MVO Fire Hydrant
I Assemblies (MJ or FL) 5 s
Ire:r Each a
A A ea. F & I B" Cate Valves (MJ or
„ FT,) with Cl Valve Boxes S— _
S
er vac
5 5 Ct,.Yd F & I Concrete Blocking $
$
er u is Tar
5 225 Ton F & I Select Trench Backfil.l T
er on
7 130 Ton F & 1 Asphaltic Concrete
Surface Restoration
r on --
e 60 Ton F & I Temporary MC !'old Mix —�
{ Asphalt ;!.ar„r=tinn s S
Pe'r—ron
9 100 Ton F & I Crushed 5/3" Minus
} Surface Course S ;
-
r -
er on
I '
{ io bump Sum Zemoval of O d ,'(ncrete
I 'oundation Floor Slab
e
S i Lump Sum
i
i
v ROP OS AL
•
TO THE CITY OF RENTON
RENTON, W1"HINOTON
•
Gen t1 a men
The undersigned hereby certif _that _ has examined the site of
the proposed work and ha read and thoroughly understand ` the plans ,
1
specifications and contract governing the work embraced in this improvements and
the method jy which payment will be made for said work, and hereby propose to
undertake and complete the work embraced in this improvement, or as much thereof as
can be completed with tnt! money available, in accordance with the said plans,
n
specifications and contract and the foilcwing schedule of rate< end prices:
a (Note: Unit prices for all item, all extensions,
and total amount of bid should be shown. Show i
uF•.;3.
unit prices both in writing and in f19ures.)
6 1
1
Signature
A
,
Address
Names of Members of Partners`;ip.
OP.
Name of President of Corporation —
fl
Name of Secretary cf Corporation
Corporation Organized under the laws of
With Main Office in State o' aehingtor. at
% L
i�.
T
r
BOND TO 1HE CITY OF ;iENTON
KNOW ALL MEN BY THESE PRESENTS:
a That we, the under;igred __ _--_--
as pr nc pa an _corporation orga—T zed
and existing under tFe Taws o�'�5 a as a surety corporatign,
and Qualified under the laws of the State of�7as�, g� ecoine as
upon, bonds of
contractors with municipal corporations, as surety are jointly an severally held and
firmly bound to the City of Renton in the penal sum of S _ _
for the payment of which sun of, demand we Sind ourselves an� �r ccessors, s,
administrators or personal representatives, as tt.e case may be.
Reis obligation is entered into -,n pursuance of the statutes of the State of Washington,
the Ordinance of the City of Renton.
Dated at ,Washington, this day of 19_„
Nevertheless, ;hy conditions of the above obligation are such that:
WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2E35 oroviding for
}
(wwhich contract is reAr�regto e�ref_n_ci-n-J—i s—made spar—t-hiere7FTouT a ac e
hereto), and
WHEREAS, the said principal has accepted, or is about to accept, the said contract, and
undertake tc perforrr the work *herein orcvided for in the manner and within the time
set forth;
NOW, THEREFORE, if the said
shall faithfully perform all o> Prwmsigns o sa contrac in t e manner an 7 wiYT—
in the time therein set forth, or within such extensions of time as may bo grar,t�,d under
said contract, and shall pay all laborers, mechanics , subcontractors and mate,-!al , men,
and all persons who shall supply said principal or subcortractors with provisions and
supplies for the carrying on of said work, and shall hold said City of Renton harmless
from any loss or damage occasioned to any person or prnoerty by reason of any careless-
ness or negl'gence on the part of said principal , or any subcontractor in the perfor-
mance of said ,Mori' , and shall indemnify and hold the City of Renton harmless from any
damage or expense by -eason of failure of performance as specified in said cc,r,tract or
from defects appearing or deve.oping in the material or workmanship provided or per-
formed under said contract within a period of one year after its acceptance thereof by
the C.ty of Renton, then and in that event 'his obligation shall be void; but other-
wise it shall be and remain in full force and effect.
APPROVED as to legality: — -- —
Approved: — —
S _
n -,i
'• 1
nr
3
Y.r q
hy
LEGAL AND BID DOCUMENTS
Al
Y