HomeMy WebLinkAboutWTR2700429(2) 24" TRANSMISSION/WELL TO MT. OLIVET TANK 429#3
CITY OF RENTON
SGNNARY OF FAIR PRACTICES POLICY
{ ADOPTED BY RESOLUTION NO. 2017
EXHIBIT "A"
tl4 all Policy che City of Renton to to prompts and afford squat treatment and servics
mmme and assure equal eoplorm a Opportunity to all pereon# breed on
ability and fitness regardZe„ of race; creed; color; =tfonat Origin; size physical,
• e Mar Oo:n"tataaMnpd'"F'O,sage; Or marit status. This policy shall apply to every
as
'p Y Oral and public contact.
In keeping this prinOiPle the followiny guidelines are established and zhaZi be
the gossrnu.p Policy for Olt deparoq,,te of the City of rmton.
a
sute)UWO017mWT - Recruiting, hiring and appointor t p acti, #hall be co
national of a#te of ability and fitness without rega rtdtnctsd
cO roue color; ,road;
• repro; #es; PhyeiaaZ, sensory or mensal handicap; ago; or marital statue.
r z. PAC ION - PReation, douWradiv, 2aYOfJ, di,c
tr W' JrVll be d,Pendsnt On individual er o �e and inter-doprn.tnwntal
regard to rsas; color; creed., national or,P f rmty" and work fcxs needs LA OIOut
ha"daOW8; age; or marital status, h gym' sap physiou" sensory or mental
t'ashimhtton State Ctnsail of Coun and and City DV applicable, in agreoment with
governing Civil Servios !me and Regu7aisorWy�r�vae, cnd in oompiiara# with
•
t. TRAINJRG - Alt on-the-job training and city-#uyportwd educational opportwiti,s
@hall a nistered without discrimination to snaourspe the fullest deostoprent of
ui
tirdtdurrl interests and aptitudes.
/. 59"rCt AND ZWLOJCB COND(ICI - The City #hall deal fairly and equitably with a21
ciasenitt #srves a perv;u it employe. City departments shall maintain the
• po�Oejwtlaah ityOff fa ility md #hall be "ad in the furtharanle O" any disorisrim Wry
and _rovi#iwe of this policy.�lryN #hall he responsible to carry out the natant
S. GGPLRATIOR NITR RUN-# RIGHTS ORGANIZATIONS - Thu City shall 000pep to to the
Jut."est silent pce#i wt-�a or-[� p ay cwwi.seio concerned with fair
Iraacicse and equal opportunity cep ZOym#nt. Such organizations include, but are
vet Zinn led to Chi Renton Rumen Rights and Affairs Cwrni#eion, the State Runrn Ri Zhts
• Cwaiesion, the Seattle Human Rights COMi##iOn, S,uttie hAatans' Corrm{s0 Hu, and the
LLing Carroty Area Agway on Aging_
A- AFFIAWTIYN ACTION PROGRAM - To faatlitate squifable reprsee.tation within +u city uo'a ore, a#sav snuaZ wptoymont opportunity of minorities c„t imansn in ..
City GOverrtntarsthe cf ty of , an Affirative Action Program #Mil be initiated and mainommml 6y
and
L#ParG.,ntrgead� to #ha1Z .he the rs,ponsibility and duty of all City n,_ ai,als
carry Out the policies, quids lines and correotive mo-asure#
• as see arth by this program.
7. C U!'RA RS' OR ATION - Contractors, subcontractors
business t t City a Renton Ahait affirw and subscibe to and thesuppliers
Practices
,amd Nan-Nearimdration policies per forth thorerin.
s. PoSTrW OF POLICY - Copise of this Pithy shall be distributed to all city
CryloyNe, t ,ryp,ar in a17. operetianal joeynentatione of the !.'ity, iwlmd,nr
+ bid oat Zs, and #hall be prmli: tly displayed in appropriate city fwi/iriss.
CO#CURUD I# by the City Cauntil of the City of Benton, ve#hington this
' _ 9,L_._-asy of rer 1416.
CITY or PSIVIV ar
PYnTOR CITY COIfNCI G.
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R STATE OF WASHINGTON
r'PAR1MENT OF LABOR AND INDUSME$
J'Rt�tL,
iNrj q@R@41E8 ' :"Nt lCN@ON h>Ngr HERECYe IS Rt eiS�iREt 4> sRU<iSfO fv EA6 A% e�N J1t 4G TOA�Gf NHRA�
720DRra 2,46 jLITjES
SEATTLE MA 9R 0(y
47,007/76
CC�� FY114AtICN pq�(
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2�3rtl1 DI�011ij A�11jJp IpM�=1�71
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FEE 620000
N 1976 . . r r rC
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..r wi li F; 000 F.lk ul . .I a .Ar-
L:JI IilFI 1 1 r16 p!t ql tlt'r 1 I � � 1 a��� �i. - ♦UI ..dd/i!1 1 u�c I. ❑w '
� �4 KE'1'111.IbU l pl II..�hY. u: Ohs 1 i.11 t 1�' IIY �tl / Ii 1 rL1 111'r!rll Ua aa, lV.rb' I.:P1
n lir'.- n h•1 'nrl
DiDajO uTILIT1ke CDE, INC,
7265 2,VD Avg 60
EEATTLEf *A@ 9BjD9
CERTIFIED COPY OF CORPORATE RR;t)LiTjON
OF
DI 7i10 !;PILITII.i CON,,;M,,'TIOh Cu, ItiC
1, Delores L. Jenavnld, do hereby certify ghat I am the Secretary
of DlOrio Utilities Construction Co. 1nc. , a Washington corporation,
and that at a meeting of the Bnard of Directors, duly held in accordance
with the Articles of Incorporation and Bylaws of said corporation and
at which meeting a quorum was present and acting throughout, the followirg
resolution was unanimously adopted by the corporation, to- it:
RESOLVED: That. Carl A. D1Orio Sr, the: president;
Carl A DiOrio Jr. Vice President; Delores L.
Jensvold the Secretary, or any of them be and they
are each hereby authorized to make, execute and
deliver on behalf of this corporation any and all
docume&s, papers, contracts and instruments of
every nature whatsoever that they, or any of them
may consider necessary or appropriate in connection
with the affairs of this corporation, including,
but without limitation by reason of specitication,
the signing of contracts, bonds, And other assurance."
I further certify that said resolution has not in any way been mended
or revokes.
DATED at Seattle, Washington, this 26th day pf July 1976.
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GF,'NFRAL INDEX A✓✓D TABLF. OF CO 1`d+
NTENTS 4
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.. Cn,VTRA(vP D X IjAff'NT,7
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•:cope
Call for Aida
Instruction to B{ddern -
Oeneral Index and Table of Contents %
Vicinity Abp
ry*msnary of Fair Practices ti `
*Certification by Imposed Contractor, .^ubcontractor, and
4' S7rpplr:ar Regarding Fqual Fmployment Opnortunit a
*Crrtification of B{ddere A # +
y
*Cert{fiaat{ono F loymentiOp Artion Plan ql�
•Non-rcllusion Af 4wl Ehployment Opportunity Report
ffidavi t rt, .
Winimum t✓age Affidavit
'Bid Bond Perm 4 a
i a
5T¢otal Provisions Table of Contents d.
.;Pecial Prvrvisr'ons
Technical Provisions Table of Contents
Technical Previsions
rtanrlarrl Details
)Ph'l to City of Renton
�5 'lProposal, Form
•%I ArrWa of Prices Forma
Agrr_ement
^.ungtruot✓on Plans
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*These .lonwmmte count be executed prior to submittal of bid.
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INSTRUCTIONS TO BIDDERS
� , � 1• Sealed bids for Pr opsal will be received by the City of Penton at the City
Clerk's office in City Nall until
At this time the bids will be publf,,ly opened and read after which the bi
be considered and the award made as so,n as practical . ds will
No proposal may be changed or withdrawn after the time set for receiving bids.
Proposals shall be submitted on the forms attached hereto.
i
2. The work to be done is shown on the plans. Quantities are unaerstood to be only
appror.imate. Final payment will be based on field measurement of actual quan
tities and at the unit price bid. The City reserves the right to add to or elim-
inate portions of the work as deemed necessary.
3. Plans may be examined and copies obtained at the City Engineer's office. Bidders
shall satisfy themselves as to the local conditions by inspection of the site.
Mork along highways must he in conformance with the applicable County or State
regulations.
4. The bid price for any item must include the performance of all work and the furnish-
Ing of all material necessary for completion of that item as described in the
specifications.
Where alternate material is bid, the bidder shall fully describe the material
proposed, either in the bid proposal or supplementary letter attached to the
proposal.
5. the bid Price shall be stated in terms of the units indicated and AS a total amount
In the event of errors, the unit price bid will govern.
validaLe the bid. Illegible figures will 1n-
6. The right is reserved to reject any or all bids and to waive inforl"Itties if it is
deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservations to the
TREASURER OF CITY OF RENTON in an amount not less than 5% of the total amount bid
shall accompany each bid proposal . Checks will be returned to unsucceF-ful bidden
immediately following decision as to award of contract. The check of the successful
hidder will be returned provided he enters into a contract and furnishes a satis-
factory performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail , or fefuse to do
so, the check shall be forfeited to the City of Renton as liquidated damage for
such failure.
R. All bids must b•� self-explanatory. No opportunity will be offered for oral explana-
tion PKcept as the City may request further lnformation on particular points.
9. The bidder shall on request, furnish
and practical ability to satisfactorilyrn infuwtlon to the City as to hi; tlnanclal
perform the work.
l4. PdYmPM1`S fur this, work will be In
_. . Cash tlarrants __
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CALL FOR ;nhs
i r'•i ..•ill he receive'i until 2:00 o'clock, Wednee,Lzy, June
• rri'r" of the City Clark and publicly read aloud at
the Fourth Floor Conference Room located at the.Rer,t,r r,.,:li.ryt, 2!i0 mill Ave. .South, for the 11^iahing "mi inetallaeio.
!�..•t fl,• Iron Nater Main from Lell #8 in Cedar Piver Park to the w,^ri 1%r••,r.2,;n yty awl N.B. drd Street,I , .
f ","Hots delivered in person will be received only at the office of ttr .
Clork in the Renton Nunicipal Building.
/"'la received after the time fired for opening will not be oonaidered.
I. I.1•rna 'Ind epeeifications rw b
!tiro:etc„ ye obtained from the office of the Pu1:1 i- corks
s r upon receipt of a deposit of $10.00 for each set glue �2.59 to •aver
c
lri+trrlr, if ,nttiled. The mailing charge will not be refunded. The tepoet 'till tc
f4 Jorf7itml, unless Plane and Specifications are returned in good oondition t.hir'.,
('10) 'bev: rftcr date of bid opening.
• A "''et;fivd r•h•ak or bid bond in the canount of five (S) percent of the tot,xl
sn,.ure! f,f the hid must aroo {any each hid.
i A4r.'hirrgtnn lYatr Sales Tar shall be a separate bid item,
'Phe -'it" m"ervrc
the right to reject any rod/or all hide =1 to Wive any r'r : •_,-
/1 'nfannrliti,ut in hi,bling.
rh. ira ,f Menton hereby notifies al^I biddero that minority busineee enter ,•i.
.rff.,nlro/ full opporlunily to submit bids in response to this invf t,r•.%- •l ,yd he ,lis'•rnmiwrted•on.,i.l.vaEicn
',r rntinet on the grown/e of ra a, rotor, or oar '
. for an ,weed.
r
i l:; ' %r ' 1• ,H,ru:i,l.'rw,l inv,rl" if th? naluired "Certification of Bi'llrr':• q''''i
I •. 111.U1" han wit h,',n .rrc Gte.l.
r•1• ! 'r 1 Iq 1• .11• ";t ti f 8, nt.nn La to Promote an'! a9,r"rnx+1 equal tmatmrr c n.
I ,•ir.. rrGf anf r-•f.ur.• Gr l c ,
9 r �rq lvym'nt opportunity b,ja, I o>r rr liir r,a
♦. I r•°•' 4 I /i 1 I'nnnR m'01"11 'L!r of mor. Tread, color, wtionat oriel , 3,
.tenvory of mental hawiicaps, age or marital statue. :"his pcl er ena11
•q.-; ly to cnery aspect of employment dracticee, employee treatment awl publij
•r•,nt act.
17
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W .•.i'ah, ,•.r G•, ,;�
r/rw ,+i •?• - Jung .'1, ?-'00 and June 18, 197e
'•, '! .r %nr,;a/ •rniryen•. - dw,e le, 1970,
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SCOPE
c .
rP° it Rat;
ei
The scope of the Well Ng
includes installation of ao24't• Olivet Tank Water Main P a .
sections, transmission Project i
main in three
j,.
+ Portions of this r.
construction V eject were Previously installed during
! and so the riu g street and N. 3rd Street are not for crossings of Maple Valle
r Part of this contract. Y highway
This
Project includes ins steel tank. tal tat ion of new connect ions into the
AALA
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CITY OF RENTON
810 PROPOSAL AND SPECIFICATIONS
WATER PROJECT W-429
twt WATER MAIN INSi ALLATION ,. .
FOR
WELL N8 to MT. OLIVET TANK
0_. TRA145MISSION MAIN
i.
CITY OF RENTON 1975 BOND ISSUE
REFERENDUM 27 WASHINGTON FUTURES
The furnishinq and in,talling of 24" and IV ductile and
cast iron water main between Well N8 In Cedar River Park,
to the Mt. Olivet Tank.
Warren C. Gonnason, P.E.
Public Works Director
1
AWARDF_O <.o-28` 74-
.. /:onlract IVo.CAC, nu��-7u.
TO ,7,�Q14 ��T Ti: LNG
`_)EATT--6, LL'N '` ,1 6 �c
�IIaNE: 7(o2 - Igsc 1 Y (.
UTILITY ENGINEERING
81D PROPOSAL
SPECIFICATIONS
FOR
w-429
WELL 8 TO MT, OLIVET TANK
TRANSMISSION MAIN
CITY OFRENTON 1975 BOND ISSUE
REF 27 WASH. FUTURES
CI!Y OF RENTON
PUBLIC WORKS DEPARTMENT
AIUNIQFAt RUIt{dNO. 100 mitt AVE 5
RENTON, WASH oR055 • 12061275 2651
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BEGINNING
OF FILE
FILE TITLE (i ) J' 3
7roansrnlsslon l we.1% 55 -to M+. oll*ve.k -rant
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CITt OF RLNTON
INSTRUCTIONS FOR E.E.O. CONTRACT CUMPLIANCE REPORTING
a
(REF: Title VI Civil flights Act; Executive Order 11246,
and City P.esolution 1805)
r
1. This ty of kcuton Equal Employment Opportunity Reporting
a/stem will apply to all contracts i,i excess of $10,000
warded by the City, except for those contracts which involve
separate State Highway Department or Federal E.E.O. Report
requirements. (See attached Sample Report Form City of Renton)
•
2. EEO Reports are to he submitted at the end of each month during
which a contract is in progress. Separate Report Forms will be
used by the Prime Contractor and by each Subcontractor. T:ie
Prime Contractor is responsible for obtaining, verifying and
submitting the reports relating to Subcontractor EEO performance.
All reports are to be delivered to the appropriate City Project
Engineer, and will be considered a prerequisite to the processing
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
nmlttple projects be combined.
4. Monitoring of LEO Compliance will be related to the Goals and
rimetables contained in the Affirmative Action Plan as provided
by the Prime :ontractor in connection with the bidding process.
(The Prime Contractor should obtain an Affirmative Action Program
from each of the Subcontractors.) When the City's Project Engineer
is not satisfied with the EEO performance or, a specific project,
an attempt will first be made to resolve the problem by direct
liaison with the Prime Contactor. It a satisfactory ;uncluslon
is not negotiated, the Mattel will then be referred to the City's
EEO Of•icer for Further evaluation. A ten-day "show cause,, will y,
be see. 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. +
A
w
Revised 1/8/75
nNfRAC109•:S LNO I2![MIMTiM: f;EptN.T
d r �
:.ram artl ocatfon o i'ro)-ct
;ty of Pere,,, M ^ .M,t. Dn k, +mt ice
hvnsu usher
1 erin 1K29
f1l Jrto Ut iT fee'(b any Inc. a o_ •port
7765 lid Ave. 3, � 7f26/7E Kpe-gfD?J for In c�
3eettla, wash 9D108 rl �r,
C•wnlo'.e: -,� Carl A dCh+a
d r*'By - N ND �r _ Pres.
"Gtor i.parir,tc mrt '>•a '!^ n r t.
Addms
.•. ct r t�tale
rw•wari —
A orere _—
am•
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• foramen
♦d Fnrorr
cn _��.�
A ent ca
P
V^nn--ontr UtAle
'.f:a:TAt the Act fat taken or prom.-.( co i.,creue minovty rrpreswttation fn the work
Yhen we h1.•• na.
• � ���, —oloYaM, we ¢ thN•yN the wllpn. W dp aey for eteprity e�p3nyee•.
:onotity frtlA rs �.
1p
116 .. t .
• k
k a
y.
b. Distributing written questionnairs to all
lower-paid employees, inquiring as to
their interest and skills with respect to
any of the higher-paid trades, followed by
assistance, counuelling, and effective
measures to enable employees with interest
and potential to qualify themselves for
such trades.
7. I will assure non-discriminatory pay, other compensation,
and working conditions in my company, taking appropriate steps
such as:
l a• Examining rates of pay and fringe benefits
{ for resent emp
loyees pioyees with :ivalent duties,
and adjusting any inequit_ found;
b. Not reducing the compensation of existing
employees whom you have converted to on-
tne-job trainee status;
C. Advising all qualified employees whenever
there is an opportunity to perfo.=. overtime
,
work.
8. I will assure non-discriminatory demotion, layoff nd
termination by first Consulting with my compdnv's Equal Empivyment
Opportunity Officer to insure that no violation of the aforemen-
tioned
} provisions occur.
9- I will encourage non-discrindnatory subcontracting for
my company by taking such steps as:
A. Encouraging minority-group subcontractors,
and subcontractors with minority representa-
tion among their employees, to bid for sub-
contracting work;
b. Counselling and assisting minority craftsmen
who have the interest and
subcontractors , with respefttotsecuringeper-
formance bonds, writing contracts, and naking
bids.
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Instructing personally those of your +staff
•�%b : wbo make hirinr, recisions that inoricy
applicants for all jobs Uncludanq super-
visory, journeyman, office, and technical
jobs) are to be considered without discrimi-
nation;
b. Where upon agreements exist --
f
1. Cooperating with your unions (perhaps
through your contractors' organization)
in the development of programs to assure
qualified minority persons -- including
apprentices -- of equal opportunity for
employment in the construction trades;
2. Including an effective non-discrimination
clause in new or renegotiated union
agreements;
o. Using as many apprer*ices and summer and
part-time trains -- particularly from the
minority group -- as work needs and union
agreements, if any, will permit.
5. I will assure that my company makes maximum use of
apprenticeship and other training to help equalize opportunity
for minority persons by taking appropriate steps such as ;
A. Sponsorir.. d assisting minority youths
j as well is others to enter pre-apprentice
and apprentice training, and making such
training availabie to the maximum exten*
within your company;
b. Actively encouraging minority employees as
well as ethers to increase their skills and
job potential through participation in
training and education programs, and helping
to assure that such programs are adequate
and are in fact available to minority persons;
C. Actively participating in Joint Apprentice-
ship Committees;
d. Working with civic, labor and contractors'
organizations (helping to organize a
sponsoring group if necessary) to conduct
an open-admission training resource for the
construction trades in your area.
6. 1 will assure non-discriminatory placement and promotion
within my Company, taking appropriate steps such as;
Instructing personally those of your staff
who make decisions on placement and promo- - .
tion tFat minority employees are to be
considered without discrimination, and that
Job areas in which there is little or no
minority representation st.ould be reviewed
to determine whether this results from
discrimination;
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w;�'^. sn..a.+sww.wn,.rWM.... �•.q�'0..1�IaTle0.NYMl - 9rf„- c: -5.64Sps
AFFIRMATIVE ACTION PROGRAM R
OF
UiptfdO UTILITIES COMPAtJY
d 1. I will establish an aqua] em to meat opportunity
policy
for DiOrio ❑t;lit c Company and nsake this policy known to all
Try employees and potential sources of employees, to all contras- i
1 '-As with my firm and ask that they lend their full cooperation
F
th to the implementation of said
policy. I will inform the above ,
People Of my program for the use of circulars , letters, handbooks '`
and Lhe like to make certain that my
program is well understood
and in all cases where possible ask for signed acknowledgements
tj and assurances of cooperation befnre entering into Linding agree-
manta with the above, u
i
2. I will appoint a top management official of DiOrio
1
ur,�?it^er Company to implement the equal opportunity employment
Program and will also serve as a coordinator and liason with the
jrest of the construction company and all employees, subcuntractees, .q
mataxialmen and suppliers.
3. 1 will assure nondiscriminatory recruiting for my com-
pany by taking such steps as :
A. Placing emplcyment advertisements in news-
papers whist, serve the largest number of
y minority-group people in the recruiting area;
b. Recruiting through schools and colleges
having substantial proportions of minority
students;
o. Maintaining systematic contacts with
minority and human relations organizations ,
leaders, and spokesmen to encourage referral
Of qualified minority applicants (including
those in related work such as fabricating
shops and home repair) and minority youths
interested in construction occupations;
d. Encouraging present employees to refer
minority applicants;
a. Making it known to all recruitment sources
that qualified minority members are being
sought for consideration for supervisory,
J journeyman, office, and technical jobs as
well as others, whenever the company hires.
+. I will Fissure nondiscriminatory hiring by, my company by
taking appropriate steps Lush as:
J
4
CERTIFICATION OF BIDDER$ AFFIRMATIVE ACTION PLAN
Bidder is to indicate by bid package check-url� k_ whichof the following statements s pertains to this
, and is to sigi, the certification for that specific statement :
1' a) it is herebv certified that the bidder is exempt from the City's
Aff:tmativo Action Plan requireunts because:
"Average annual employment level is less than eight permanent employees,
ant the total contract amount with the Cfty dur!rg the current year is
le• than $10,000."
t C•
Company
BY: _ it,T*---_____ _ W'
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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
Itimetables which are valid for the current calendar year. j,.
`0 Company
{ BY:
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this aid Package. Sail Plan will be subject to review and approval by
the City as a prerequisite to the contract award, mono it includes:
1) Prorent utilization of minorities and females by Job classification,
2) Goals and Timetables of Minority and Female Utilisation, amd w
3) Specific Affirmative Action Steps directed at increasing Minority 1 ,:c
and Female Utilization. &
Uete
at:
OR d) it is hereby certified that in Affirmative A.ttioa Plan wili be supplied
to the City of Renton withit. five (S) 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 tc the contract aw..rd, and
it will include:
1) Present utilization of Minorities and Featles by Job Classification,
2) Goals and Timetables of Minority and Fame;s Utililaticn, and
3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization. i"s !
s
off ' Lir 47, 7 ka
ate
BY: ►1dd�
� V Rev. 9/9/75
}
riA ''T ,tiWialY��.r•a.•. .,kMrM.w..M...amuse
-. - - """""•'n",b!A'7t0;fKG&R .
CRRTIr ICATION /f iAOi'O/ED COMTAAC'TOA, fV►.CWAWTOA AND sUPPLIER RIGARD"G EC'%A:. ENPLOYMINT GFFOR7(iN:Ty
W-4Z9
_ IwAe o mina l:d'ntracfoc _..�__
I}BTRUCTI011/ roles t— obi"—,
This certlfacataon is required pursuant to F@Aetel RaeCYtive Order lilac. The
requlatlons Provide that Amy bidder or proep@etive contractor, or any of their propeged implementing rules tnd
A and supPllare, shall state a or initial ntrad Aabccntractora
Participated In es pars of the hid ec negotiations theIlona of the contract whether .t ha&
P Y filed
4,91 contract or •ubcont meet subject to for agwi instructions,Opportunity clause: and, if
ro, whether It Ma [Slad SI1 eomplianoe relwr[r due under appliubls lose rue!lone.
The City has heretofore adopted Resolution 2017 under. data o[ 2-9-76 Practices Policy', a ispimmlentsd Dy an 'Alfitnetiva Action Pr 9ndingamending e Pair
the City of Penton to pr.erste Sad afford equal treatment And service toe all ncitirzeens and etoo&@suref
meplonal opportunity DiAed on ability anG fitness to all persons regsrdless of race, creed. color,�ual
A national ur origin, sex, phy@lt•al, memeory or aencal handicaps, age, or msrital status. This policy shall
likewi/e Apply to all contractors, subcontractors and suppliers conducting L•usiness wi tr. the City oL j
Renton whc in turn shall et/irm and subscribe to sold practicar and policies. The sforerentioned t
provisions &hail not apply to contracts nc subcontracts for standard commercial suppliers or raw
m+tecleis or llMe or urgasllalions with less than might employees or contracts of lest than S1C,000 t
Dun nets per annum with the City.
NoMtheMn theCity ContrsctorofRenton to//ubeontraetor/SsubmlcAnAffiuppliertmetlw Ae(larreinaf tar referred to ae the Contractot) is required by
ion Plan, the a: ,nw d aaptable percentage of ■.norlty {
an Tta ly listed •.in -Attachment I' (City of Penton Goals {
Oy
and d is matAl.l esi men the rill. be that published City of Reaton percentage which is currentAtf% motive Action Progress. f
The undersigned contractor theref@ry covenants, atlpuletas and agrees that during the performance of !t
this Contract he will not dLoer•mihate against any person in hlrin 48 or any any other tam or condition of l0 1 promoting, d, cMrq, co ccmpensatanq
rellgion, anceatr Des, ecr employment, by reason of such marital
status
rocs, creed, color, i
Y• physical. smeory or uental handicaps, or sari cal s4 teas a implemented DY 7
the •At[icmetlw Acton Program'.
i
Contractor further agrees that he will take afllemsti,e and enntinutum action to insure full comp Lance s with such Policy Aid program In al: respects, It being strictly understood and agreed Chet failure tr.amply with any of the terms of meld provisions shall be And Constitute a material breach of this tl
contract.
r
3 Contractor shall, upon request and/or ♦e moon as possible thereafter, furnish unto the City Any and all ttf
4*intormstion and reports required by the City to datermine whether lull cMPIIsrce has been made by thee
j
contractor will' aid policy and Program And contractor will permit access to his books, records and
&CcOuntl ty the City for the pJrPON •.f investigation to ascertain much compliance.
Contractor further acknom:"*a that M has retelved a true and c le to Practices Policy' And •Af[irmttiw ActFon Program". copy of the City's -Pair
CAC, 041, Ifs
~ Contract en ca on ,=;Fier CERTIrICAT10m by, CCOVVAC'rflltz` sU/CONTRACTOR--
/UP/LIER_
NAME:
/"
1 0 __
ADDRES/:
REPRERRNTATIVRS,
TfTL6i PNONE. �� �� Sn
r
ContisctoNSu cstttor/$WVILr has POrticipeted in a previous contract or subcontract subject
to the Lguel ue t
y Tes d"O
JI. Compessnce :arts ware required to he filled in connection with such contract or subcontr Act'
1. Contras to , SuYcontyctor//uppj of e/ all compliance reports due under application
instructions, Yea to/'YG � ,,,.(�
s. If answer to item 11s 'eo', p1leame @%Plain In letsil on reverse side of this certJficatton. {�
V CER:IYICATirih: informAtlon above 1s true and complete to the best of my knowledge and Lll,,f. n
J
am. e e goer tp sue
g AS
naturo
v hew,amns by Caty Authority,_�JfL E' �l QS Nf/ra'>ir/> •Y, >�r.sdrr(rq
7s '
,f
vi
i mlotncrl trurrtJl(
ltt«hrrie I�lal..-rer.aYi'•an..N[nNttx. W p+.ara isle '
+Yerutal,vetm [N [•VL't--�!y•Iq'tlwislr[GlT-1cR
tef[: pw. Sty i fait .atl M yea Yt 11, o alal
: t) OeprtrR: b .,f,: nt [Sao XN K•taR�a�aap~A.Lttry 1 •tp ulY 1 [ 'A[3i�lNd nRC��,pliy I$fbARRlp - le
:aE c1.v,lauUm [Xacn a[ Y11[Ytiluet:or. fob N[P till[•4ep this Jep c1Nu4utaon.b[Mr frr 4» �atY of fantor. W rntrr_[
a wul.b:. :n tM IvuNtul [fu[ (or Y34 tali n44G [ ::va Yyin ww gnt[atrl aY eo.
c h aapluyN w ermtan r:N YNOI I'.Y
GOALS—FQg 19]6 ]i.r an Nii ci N43 fiCKim, uilarutlai.[lmY aw[.W tY[Yw[ of tat. Y[lc r[e[
p[
'Ala:htl on W a1KU Uq tau tali b Ca[tK[N� 11 bac TM Ila, o[ ar[..I be .f 4wly ratrwttl to fall v MY[.tY r [aignlM [1N COy:t: N ". Y 1IR."..
Yl le. • that w _4»aNOht;m N St, Iapul K+m t let ,ra. 1411fsu0hnLs - Ib •wuW Ynnal t ., late tot ...
tha City l4W"•.nt ..A of eM oa[rutt i^9 foYRea a• ,'aa. ) •.a. fpn[ em•IN lotto alK[t[ Frof4Y)oYl i ts"•a[Y rill h[Y >f PYIm wO[l [n[N. L) Jc lY[I4aXtY M •tuaYtl !Y 11 Ow Yba[Y:Nne.E [n Y pIKN to Nb ;LNlltutiOn. ��.as OYllr Iwr.
.MIYN larontY r�.loyaaa•t t0 uflK! R.l\ of taut total ILl
aloe! fe ... 9�o •, YC.t3ptM tt1[aov[r YI 10 t43ol". aX ltY pRnm[
rlll io 1.10t tb oW T�CIaIKIhMO - Uwlaaviil a Ntana N N,a c __ y
LO.14Or Y .Otf Ynn[a[:N Yd Split[-4 rll e • Iop Sean. Kfw[ Narti.p t 'uKtLea[tY rill Y M arpto A 1
wo•K a"a 11..., Yp. f una.utal:Ytam r awlee. TM rah of S"OOrat •n nn,a cI....fa.., MRY w
FIVE Yam_y�q � •.wM n�to "laCt aAbI,Saleutlm oe [R:a LKM:c:a by 11 D1eYp"�:995�TM
hrhbr"t r.ta ,
.apa,Ras.la.atima by[tat, aMiettta •tr.�t. tM City Ot [in[oll v:l: Yaa t rK•'[_ [T
C.N41(IC•tlw t[( l: CLMICLI `Zta""Atity Y1a, trit. w r•)-
tYtttet»r. ptamr h b All" br a »Ntr Imo''. r avi All f—, ;.I IYy ntN to b aaWioW is v[o[aCt ave N•a lr�lRprl Wlea. a1W tnaK 'G[tt+4r 1w0. YM ° rare\u.�ue; fav[ i»r Y.
[nu elNn hc"lm •M • utayt s.II b ear t QQQ
v':ilNt] h y[.taar :Y9S, n o e[a.t r w r yti
tlti-
Pf,.ti,E R.LL
Mn. Ild.-Ilan. FI"ylq'EDe2�YllLL - flat Mn. Run-n:c to t�t R. has troth ]r ca.••[fl. Obb la xIayltl M
Jtfathl• { h�lbi"t[atgre to Ge[r t Iota 1 . ilia XtN MnY•m[it " Aij 'ob Mi.pa[ c(
erataYyYl• 1 a l „ TM [a Ytaaa 1n Nu cl•obil, im, ni. .Still, ala4l 1, b R3uYY 1MY. 4yRa1 twlpvar loll b wK C )3
1 rKe a ar »ytom. Y Ua['rO.t TKMlc3Y. � Y y
a a 0 A/'p4 CillllfA . Tbw pntamt Mw ngtonull
Protactlw y,ran a utallutir altwta[ia" • rtl tot tap yYti[ f Y Oran (111tl Dy On. Unlar-
rllipehtalOnal Mf.-vM[3[Y Nlea. TtzMNr irtr Y Stay. etp wlm[aY Y3a.. .nI [N11[Y p 0 taala h yetm,t tiawl-.aN aaa. fiw RleYr. p, Ywr- at[Yp[. rvll b
SkilpJfiwaul 1 1 31 0ac"tbx ,991. atl aILN to .wrart O.ticaailc uS :r. veto c"Yiflutam pY Sla11Y fntt 1 t 1 t
I l O sRli,�n - ,Ala aamrity ,Sala
sarvanntlan tYanti to m[rect ylpewClliutaon . atl Al. non+,prltY 'rtv rill Ot Np,oYal
t=OAL$ " p tutYwr r[ pia 41eyY. n tMa -avKlKKior !y 1: p "aabar I v9G, avw aia anRv1
SNY[[-iyly,l lM cit,,bal of Antm r caw pat.y}�L - M •wx•N ann.aI [wroth of [_ya
K: Np.trot. Sol.
a i11 Wa .Yty pyL:b14 ittwt tc boat yll b ec[�aty Kry (toll, Itvo w:rpi it •n Rl•ytLa 1. Yttl
fWer 11 Mrm tlb.a ' cyaN by ). Ott»,bay 199'�Kt toi`rvt iiiN4m In by nor ntr YLILI N oK.ct utida"I.....[:.'n.
9 aOal[ Y r ICaI (O[ t Y'aMl h claratl:atlm anCl ef": )t 4ctr"r 1v9.•, tp.atam. to •orrx< M(KaaK`aN
nya. yaa:. atpvawt [Kru,[rr( wY prtYLepas far tc tan al"yatt 3lar. For
falt,if YtL urf.:teat tr •Nlri.tr•N,. tN prohvaOY,. [M
Ru. Rm-Mae, MALE
Ilow-Ran. 'a`is .al, . tnarK 9m1 Tw [M Y[-`loyrat aS total a
Cf 4c3a4 t i -lt 13 Y [ep[amnhtam if tafwtn:KhSO. I Rlny atrr. alp Sronm,.n a. Na [a.rw yn.[`pna[1ay [lut fwr-<auni) art. of Y.iN.•
tKhwaeaale t 1 U _
l pYl for fta,i.Y a [M Ylor [ab[vairpt
arA fob [Mt[ ,
TKrl[laN 0 ,.pr"wnuttm ie 1Mw tw flay all ONs a trccla\.lfsc•tawa.
[� ttt'30Ail to rKli;t Y Ili It Ytl1iN[taa.[la.a:tiCit3OI.a f\a$.ji. Rilp[ttl..
,roe p 30 0 as pea" am [
Nt1w sarv.-y •1 laYLb""W'll b
y JO 1 ama[atN lra-•pmYl/y. !31 r coda alirya:tl tavuaalY yN M[q'av
"+rrtetNslayi O Atr,N regular • ::ablo [w [a.aw m R' tIt.
:
l• n Sloop IWr[. Spa hr.pY6 (f i:.
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CNt[Kt0[, SYp:mtt.Gtw, $Yp111ar
'1zY�ai[apNtLLaN+YtiN Ntam Ptopxr aKaeN [o alt hall, 1,01 btaaata riN Shia
wurq c! tu'Ja` !•ctl "uppuar e[ cOeVKtw bavl h.cu[aw IXIar y, II1N o1 t p,aYtnt Rloyar o, tb. N .lgft or aora [uh.. [ sro are[ ]I, 1W5 (aa abilt .M ev .na
[Ilar Contr tctl ity' tM <rty Khan a Sawa of 110.000 a9Yl.atlma• am arltn of tM set t of ly»r , Sly LKflttry
3" tapautl h li Oal tb (rt of r1N tb C1tY'. At(aiaa[tN tCSlm y of Reli.any al, 3rbY 4w1 1f p[ Sae [lts C:SY r1N . Of of ,u om [tprr: N So. bprnt pu[byth tnu:elo. W tali nt lf(aartaw l[L,or t- rRCprN. •M Ofepr4 by that loe.i Punite p� t aceav
ttVfd Of IniYt to ,otV1Y pia rrrllllN Sly •((llayt :n[1.L !aa[`-~ JI F[Ovlla • Of (•hpr, a[ tM $tr[4 lW .' eM CatrNN Sty ata ,a ,u t tN of Rol. Y
Yva[ •atl • I ".,b,da. lowKtYt,m to •a_.luN ail, YO V[bay 4v.lylrnt fw lavpoaaa o1
Ie.- of eb t)[»'a hlfir'- tw hntam [AOI rptlal tmplta«a aat[X sueX [ylt.
a`bRapany • tp".fib >ntrri bll, a ret0[I „ ,a of .Kh ail [n Ilia " rt ee rKW+[ams, atl oretn,[aw•t rYYll►r ttl pr"gt np pat y ° Na co-rzucmn'p[torYy t, C-t ra orl, Ya t,AA r.ra.tyl Claabbta of tht. `yet[.[, w Vh rblaa. yN tM wtplaKtlYYttm
of tho. rt.. And a! .C11�vpu..ct av [aaa"'al f[aw [lh o4KL Y b yN Y�of .Yin ru1N. [apo"tSr.. :•a orlay.
! Slat «tam W carer 4atib eb ally Nllih i.K. mtahN Y ca«elltl. • [ Yttl, o
to t�l• W l.3Yhetl MN "ata.hchl,.. 0ar",t..tap .N the CmKKtm rY b lac lsrel inalliabl"rlotNfw�r GYabbL. nt .m lay,
[,7vai dpliyWt Cpp[twih Of'lc" ilia, MtIcIYCiN haw I. mK«ttl. n rro[�» will aoctlwN autnourtl aw [aaeutaw .hMr r, 7 of
•all m•Ka Yy b l.ht»lntl OY • Clybb of M...[Pl. pK[n[Ync.. [L1•:,Nc. [e rlemajlar�a intOttl N'.N .rrlNl, .M .uch nUyr :: [tlm. as b atppitl aril
[b-lbb i-fKtlw larlY tM 'ilia" mnvact. 4^[[a, DroviON to Faw-ut:v" o[I"r b. 11 V6 ..1 1•t YYIN) e[ by NI.. faw,.tam, by a[l.r of tM $afaah YOf "Sail.
li, 1WS
K Fwt o1 tlal y `-R�r arp of muKN aM ur[.. txva loprnt. tia icc.l M1KaY of 40Y. tM
aub•Kt to tat ratlWraaeaat that 1246 Of tlaltl a acl. Ser r.0 eM. 110.rg .r. btbevar "Niltl IWneY. --[ ..
frcrtiw 0[It, 11`al ea t M Iw.
=4l"[ :12 or "ctobab 1:. 19.a. M Cl.' o rbet Ill at •arptl pia I�p.u[:w IYI ny f of Mntm atoll aKlula. ab trace. aSntrKtW rill aKlult tM p[Nuaay of larpr
:N 9trv1 W arRowtrKewt. tM fo:ImlY D[NatlON: la vary .ub[ont'..ct or pKM'.a Dirt wl Na tpM Ill [h+own :]t
nre.N of tM le[hur c Labor o fit" by :Y. [aquL[-wy,
-OaVly that' prfotraa[» of Ill.- i"'atr«t, tM co....,t., .wN. N follor: r f ,M attve cr of KusaN W ,ebn
bwl.yral! pramnt Le rrtam ma or eaenle,ta Ctler Ro, !'2N ur s.ptabar
H. t%5 f•4 arnla:,•. w I'.at .-rn Prevnauwi qll b I'M'" Ypm ..cn
131 TM GtllerKhr qll not Ii.c...t. N.ln.t YY N[1 '°"•^" vetoer. iv.TOr 14jowant oY"a e[ .P[allcNt W -Wtal .. rill (Ne bbablili Ktaw Yltl [NYy[t
Oacaw of ,Ka, mIY, Nliylm, r.. o, •ntaelaal ra91n. tnY sub vni[Kt v p IMbIa e[IK at tM Lmal PuAL tr of f -l" bryaxt-
Tlaa •Ol:[r K[q[ t 11 tYa .ftaalatlN K11m to .. \M[ .p13Gtlt" Lta Ynt "t M]yl:" •N tlaGah i►tal I" all lo Iir.[[
RlaYtl. al, Nat arloYYb an taaat" Iurlr tr:waymt Klultr iaectara for rioot Y [ . YYa of YfwriN .m
h Stott Saba. co1w, ["li '9 R..... r at ti t.p•al tM Ivab[ :1y t)ntr Oba mlb, )'rOvala'Y. rlortv[r. L-yt i
pam, rt, o[ Nelcwl c[apap. Bwh Kttu 4M11 La[teyt l mlwn a a N[..t.IW yeh
IYlola. bot eat b IWtail to tly folloal'" Rlaytabt. +ttn • "aMYR1ia K['.:t oS verge[ n ,"ul[ of axX liar«,im OY to :ac•�
w VYah[: rKNlbbalt w tivalt .'b I• tt Ot lobttllN. daaa t:m- ^YLl`c .a.nry. a. tM a
or othte fOSw t Is YC la[aiYtam: rate, of p[- CRrt 1plat`ct Ibwirp Ali, ,[ban ]aNlomant. tM trKtox
o t atom; YW . 1CtLm Lw [uiY0.O, awl"I" bay iptyrt the J1K"l :tat" [o -,ter Seto .Yin ll[aWnm to 4rOtNL ilia
•pj:rY lC1"X,D� That Cmt[Kh( •yr Na t0 pi[ 1u �Yntpb+XWa plK1a. • l.LLli anhN.t. of LM tm3taI ::fate eR Yea• al, Wp".Z. is tea aaploybaet no[lcN to M Pabatla M l by Slit Yttir [wN e.M p[o.vLm. a1 Nla tytlaKriy.Ytir Clear.
111 Ty bmttK.w y:l. N .11 aoiKitrtlma o. . 'tlternts f , "IP'leya"o a,W ti Or an behalf GT tbe x Go.t[u<w, hats that .1; To"I rppu wta
.,11 1aa [cNM lt.ttm So, eta loSabat Wa4put r
Ya. matt.) or"... l.o' color• [.lauaen.
II) Tf� ,VotrrtTw Will ..el to N_h Sabot Yam or ttrreaY[aliw of aoraet.
.[•n ya.cn M b•a • m1lKtlw OarNaa,ry .9rea 1 or etbr [atrKt o w[YI:M a rt,oa. to r r i1ftQ
Na lbaOI wam b DronOal " tM •Way " i"batctaK •Ir coat, atluma
.u[bar a• a.Ny" 14, - of ttt bmtr.. -$ ,tattoos utter
s«t1m tYl of to«utlN Char M. Ite _r S.ptaapar lt, I%S (is aYoo"' ervf.Mil post -o iaa of tM Y[lt» i -..nYicWa, p1 .. ....ile
Kr co RlCy." .M iia.nt. Set •yteyrnt. n c K N
;al TTy bwK«tw alil cmplY .atn l:1 Ptovaum. of swcuura Grr w. 11246
' :+pewter 31. lMl rat a".relall srA Yf tM Sul". r"Pllatlntt, and aei"Yl
.4.1. of tM l:Knt•rY of t.bOr "I'd tM sa[t"ta"Y of Rolla " W U,ban lyYial'rnl.
01 TM cmtrKtm Will 1Y[a141• 41, infn[Y[.io[ •ip r.l'orh rlpol[r by
t
1 1�11eHM�- "
i
f {
In the event that out ual agreement canrwr be aCbisvgd, signed stataments
detailing the grievance and Specific in+estl4:stivo action shall be obtained by the
Equal. Employment Opportunity officer from the employee and his supervisor. The
Equal O[ployment oppolt unity Officer atoll draw upon all resources at his/her disposal,
both tnt.rnal:y and tJ se external to tIa City, to arrive at recommended corrertive
fiction and settlement conditions. T1e Equal Employnera Opportunity officer e.ull
forward theme statements along with his/her own investlgatinn report and recoemends- r
dons to the MAyor'o office for resolution within ton working days of the receipt of
the Signed grievance statements.
i.. If diopoeitlon satisfactory to all parties is not reached within five working g�
days of the Mayor's receipt of the grievance, the MAyor shall rotor the qri vonce
ti the Renton Human Right, Ad Affairs COBelmstnn for investi Tgtlnn And resolution.
The procedure uses by the CoamUelcn shall be as outlined to Ordlhance 2175. Proceedings
Of [M Commission shall 40
be documented, and their decialon Stoll be final am binding
subject only to review by the State Nunn Right, Coemlssion or through the judicial
System. All reports, decisions and other documentation generated wry the qr Lv,_. o pro-
' .educe shall be maintained by the Equal Employment opportunity ofllcsr as a Better of
Permanent r•en-d.
.�, VI. QIIMLIMES rOR MINORITY Wo rEPAU ElVWYMENT
The sorm,l recruitment arse fore Cityemployees !s den se,
•reined To he as (ollnw�
1. for officials, adalnLtu Wn and plufa,a3oMls - King, Pierce,
u Snohoalsh end Kitsap Courtism.
For tachni"One, protsrtivv service workers, pare-proressionele, office
And clerical workers, skilled craft worker,, service maantsnancs workers -
King County.
To determine Possible underutilaration of women and minorities In the Cley'm work force,
the following etatketito will be used.
A. An mnalysls of the recruitment area for each employment classification a,
deilnlated above, including:
1. Total wurk furze:
2. varesntage of albority and faaAls work forces as co"rmd to the total
v,k force, q.
1. no extent of unemplcYBent acting the minority and feawle unemployed
work force.
These statistics will be cgmpilad from the annwl Manpower IAforBeCi On
oats publivhed by the Washington State Department of Employment bocurity. -
E. .V Analysis o! the City'• labor force by employment clessiflcsti�. to determine
the placmment O{ minorities and women at all level. including: t
I. The total newer of employees by moploymsnt clooliflcation in each depart-
Sort, and the percentage repreesntstlon of foBelse and ethnic minorities
In each claaai[:cation.
2. The total nwmber of smpIOymeS by a,ployamnt cluefflcS•1oo for all depart-
ments combined, and the percan•.gs ripresvntatlon of team leg and ethnic
minorities in each classification.
,
3. The stowavailability of promotable minority And {eYle employees within esch a.
dspartaan .
s
A. The number And job clssai[uauon cal employees, by Gpfiaant, who w113
retire within the next five years Including tantativs retirement datos.
These Stat.etice will be compiled from com"Urised data of pormanont
esplm/mee, Available from the City's Data Processing Department, And
affective 30 June each year.
Eased On the statistical analysis outlined Above, gwls and timetables will be metab-
limbed and lmplammotod
The statistical area lyels find "Is shall be ev.lu,tsd and ad3umtod annually in July
And the goals shall Apgar AS Attacharnu hereto.
The goals shall be dirmctod toward overall fsmals am minority aWloymont and toward
ubdorutlliration o concentration v.thln the Spec lfle mmployment claasllicatlone.
The goals shall he establlshad by the City's Permotn,l Director and the Equal Employment
Opportunity Offlcel, and elal'. be reasonably attalneble.
-4-
d
1 i
y J. Annual re•riew and one lysle a• e.sob seployee's
licit, perforw,nee,
ewploywanr dove lupwenc and moodiness to au,re A higher position. u3
'j C• Idectlry specific positions for
wILbin the constraints of Civil Mich ed .,oil ,whit and •-cure that
p.cmotlons are '"do without dl Service ail as and union contract trrr, tram• ra "A
scrtwlnat ton and on the ball. of gw!tflcationg.
D, p[cvido skills training, employment orientation and golden
:e [o meployeee
hired under any R•bllc eMloyrnc or tIndaef .ducatioMl prograa u assist Nee, ea
'+aklnq the transition into torrnene employmant positions in michor tieIn
private sector, publ Le or
C. Conduct periodic trelc(nq momioro desiynsd to increase the skills aM
O esploflLnt potential of seployus Sn all depertmie Assist seplo,ps thymxlh
cowsell puestvd, lr. dwalo !n p g Individual programs for cireer deyelrpAant.
IV. LIAI" milli CWRDrRATlO"
A, There eaiet my organlan1.ions vitally concerned with equal opportunity and felt 4aatrn: of minorltlesI simmer' and Ne physically' sanaory and morally
handicapped; and thoea Chet are or<r 30, Moo pmourees can Mot valuable esakltencm
• to achieving
the goal of this progru. The Clry o! Renton atoll
contact W coordinate various aspscxe Of he Affirrte t Action Programs
coestant
o.guu uclona. In addition to C1Ree 1 rogru with these
I'd amployme day dsotified with respect to recruiting, hiring,
civil, 1 °t' working uL4rnN logs eAal`. be alntalnad with tie various
labor, and vLwrity crg-niuciono In the greater kenton ales.
f equal
sa,�per[eunity and onondoqnires Its respo"Ib111tiom to comply with and assur. cheI ecrlmin M
atton po11Og of state or Federal agoncres viN
• myth It rnnducte MAlcaas are carried not. dpaclfically, the City of bnton shall:
I. Be received an
y
reporting to the A'prOpriate rquieiam any cOmplelntg
Y employee of, or an applicant for employpent with any
City of Renton contractor cc mobsnermctyr, subject to Cawvtt're Order
11 Ja6.
I. Cooperate in mpecial compliance reviews or in invecigatlona as
r taques.ed.
3. Carry out unctions Against contractorts) and/or mubcontrsctor(e)
as required.
a. Assure Lteelf a.W the agency ea part of the grant application process,
Packtact the ganersl or prise contractors will Trot bays tuDmltted pro-
that
bids ihet deny open bidding to minority or any other wub-
concneurm.
wo 5. YY[n Lsh inform^ton me r uirrd,e9 rinulnl nq an affirrtive Action file
detailing its r 11246. with dstem, to rat its OOmml relents under
[*oeuttys Order 11 Ja6.
All dstm and docrmentetion generated gm a rowult of thif Affirmative Action program
shall bt ado aysllable to any Fedaral or -
a9ancy for their rwlw upon rgwet.
V. uRIVIANC[ PW C►Dr)R[y
The success Of the Afflrmatlwn Action program depends largely on co�wtlty as wall me the =Ploy". 9 Y Na err.,ode w end
*� Opinion es co Mac constitutes ltutea fair and llo opportunity and t.utrnt rY vary rldolY led grlwances may result. Tpia following
-tape shall be to,an lred""'y for any grlevanea origin, froma the leplearrutlu
of this program mo as ", rintain the heat pose1DL smplcyu-euparvfear and eity-
co nity relationships.
l'. The employee shall bring any 9rievanee to the attentloe of the laodlsto
cause of her dspero ant toad, who will i"datlgote me necessary to detsrmiw the
the
Offwt an equitable �j
A minimum of fly'
to rely ot and work teen wreLln9Ydayaoehell hesill<,wed for conic Son.
fiery effort atoll be moue u rosoly Ns difficulty at this level. Any Mployse
this prat has the option to porous the ,rlevance M through rc1cL Outlined In rgsining omit contracts or Proceed with Stop m.
R. If the difficulty is Mt resolved e' .t l• A, the servless of the La..l 1 Seployment Opportunity Offlcsv r;• so rogue,- . D. of[ha grcY Them r•.•_ai Aaployeanc
necessary,OpV-rturit And
reco shall lnterv.,e, firth Fe e.ea. .cndwt addi.a,,rl inven.lgst.on As
tscsgserY, and rocemmand In writ-rq to both parties epproprlste COrrseava action "A
aettleaent conditions within ten writing days of tits _eOoipt Of the grievants.
[-tensions for reasonable cause w be granted at request rf boti parties.
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P. Provide lnforw#tion end viidmoo to all staff and management l.rson,Ol who
Sete hiring east Aland q that thev are aware all sppII.m,. shall W considered m
set forth in the AfllreAtive Action Pnllc
pinorl[lm, woven ,nd.dt Peer y� Prreary coneldarattrn shall be glvan to 1•"
does not reelect their ""p, a, defined herein at any trM the City,$ work force
cent area, participation in the work farce of the city'@ notes recrufP
T.
C, Provide Periodic teaming for Sanegers and sup#rvisors in equalrtunit
obl Or•h•&* end the Concept of afflrMtive action. Sue orro y ^.
opportunity legleletlon, h training shall @nca" o ogaaL
cultural awareness. tional a,e prate Ices, potential discriminatory sots, end s1
Additional st stif le training will be prwlded to any city OWIfy&*
harged with the responsibility of &*during eo,gjbm.A with the provlelmd o[ tha 1
City.' Afflreatln Action Pngrso outlined herein that pertains to con of eub-
contractor, and euppll.rv.
D. Provide every now employm with s general orientation cc.> the Clty', rsploy-
sent operation, its personnel Pollclas and praeticea, 00PLOYMnt benefibs, departloont
locations and resources for lnfarestlon. Each new "playas Shall racer"', copy of ♦ ,J
the ?six
Policy and an erplariation Of the grievance procedure totaling
r'ntst In Addition to the gmeral orientetlon, each net ewployea mall local" an
employed. in
by hla/hor supervlecr speclflc to the deparrMat by which u,sho le
E, Pay salorlss In accordant* with lob reaponotht!_ity, AdeLat.r fringe benefits
eq,•ally to all wMlnyoas in accordance with labor co,tracte AM ordinances, and assign
tl
wart the work on an equitable and non-discriminatory basis.
F. Pscrnit In ruch a "finer as to "As OpplOYment otporbunitie@ known to the
greatest nustier of wealth and einorlties possible within the City•$ 'iarMl recrultsent
Area. Such reerul talent efforts will 1ncl As the distribution of eon-propotlo,,I
POsitlon openings to:
I, The Renton and Seattle offices of the Washington State ftpl�yftmt
Security txPArtMnti p'
7. Organizations which metal, In the aeiploys@ot of affected classes ss is deewad appropriate by the Personnel Director, blood upon
lob requirseents Ard the type and scoPe of pleciORMt services
offered by such orgmr zationa. A ]rating of twee ora•.nlzatlons
Is
evail&kle in the city'& Perennel Office for revlei.,
I. Clrrtmt city staff. such distribution shall be "do by O
In the Personnel Office, the City Clerk's Office, the Street
Lne
OaPerrpOnt Office, the Water Shop Office, and the Park Maintenance O[flc@, All city MploysM will be InforMd and periodically rapinded of tn,we locations,
Such AddltloriAl recruitpent Masur&* ,c MY be doweled Appropriate by the personnel
Director My be wAPloywd in addition to those enwrAtod above. a'
All eaploypent notification. @hall include the statoakht 'Tho City of Renton 1, an
equal ePportunitY apployar. woMn And mincrittm at o encouraged to apply- and ,hell
he distributed at lease ten JOYS prior to the application closing deb.
SulplOomtary hlring progrea, such as pert-tine tralMe, into.i, am public anp
L7 loywent
prgraos shall also be subject to the Egwl Opportunity Progreso.
OOYl¢pr DEYEl4PREMr
he
T epnlnl f of Minoritiesand wsen on a fair And equitable basis to only the first
ng equal apployount opportunity. Skl.l devoloptert, prosot.ons and
equal eon-drsc spo
riwihAtory on-the-job tceatleent are of equal lrtmes to both the
l edividual and to the City. The City shall undertake the Mllwltq to achieve ewployes
lob satisfaction and fair treataent and to pre successfully utilize wooden and winorlty
persona in the Work torco. •
A. Assure that there w111 be n, dtocrlpindtlon for toason o! tocei coiner, creed;
tom; physical, Mnte!, or seneory handicaps; ago io Mrrtr! @blue la e, col to creeddlnq,
Proaptlon, dowotlon, transfer, layoff or t@rpleataor., Otalost@ grievances inraga arising few
my toployeant Action •Ilged to hsve a dlsc"Alnatory Offset shall rawly@ 1�rodleta
Actlon wader SOCtlor. v heroin.
P' "voloP O skill AM lntoto,t Inventory of eWlo oea which can be ,se, to
Ldontl fy Supervisory Ond Mne oriel
Identified cnrough: s potential mall be Y
4 poaltlon potential. Thi •
j, urlttsn a4teaents else aePlnyO@a indicating their skill#, edueatlon she intenant in advanceeont to Positions of higher no-,nnolbtllty. s
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EXHIBIT "a"
AFYIAKATIVE ACTION PP0GPM1
CITY Or Romm
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The policy of the City of before is to Promote Wed afford equal l persons and
utrlp W dt ofgrens and assure equal .mploYrnt
based on ability and fi toes. regardless of rap, cr ", r,unity to all persons
Physical, sensor or o, r national -"gins sex,
Y mescal fuMlcaDr agar or Weil tal •ta...a. In .snognition of its
Obligation to 'Provide cosswiity leadership to overcome past clrci tespes which have
Wither barred, not ano0ur4ged or discouraged representative minority end fwle
l R ulployment, tM e" City Of Penton Ms initiated a progr S of a[f temetiw setlon dsxtgned
to &Are that the • lrlt and intent of this policy is rs&llsed.
The term mleeolty as used Shall us Shall lncludo, but net be limited to, those
ldenel fled an slacks, Spanish-amtrlces,, Astass, and Amerleme Indiana, The spirit
of the equal Opportunity Policy includes such persons .o the phpipl:y, pnwry, or
mentally handicapped, and thoma hetwssn the &gas of e0 and ed, osed t is upon minorities and faealme. hough CM emphasis
The PurPOSWS of the Affirmative Action Program esa to: 11 sstabl3M Mpioymsnt
♦ Dr 'tices that will land to aed "into,& a minority ca•yneltlon of the City Of Manton
Work force that reflects that of the melon recrulteont at"(#)# I) achieve &red•ain4ln equitlevels, fed full utilisation Of minorisy and f,male SWpicyges at all Position lseelsr 11 prOmet, an ate,sphore o/ nond/nrrlmlnetlOn and fair treatftt
within city govenrentr ♦) provide cospliento with State requlrsmento and raqu and federal equal opportunity
j L[lonm; S) encourage and monitor equal emploYsent opportunity
efforts On the part of contractor, subcontractors and u
the City of Parton. SDPlior• doing pualnees wiet
r This Policy shall bs a&" known to all employees, contrecton, stibcor;tracton,
end suppliers through distribution of handbooks, bulletin&,
Convects, conferences and orientwtlO, sessions. SS letters, and peroonei
cooperation shall be required Signed acknowledgmenta pledging
squired or all dopartvant hoods and supervisory personnel in
the City of Penton And, where APprcprute, of all contractors, subcOntractorm, and
suppliare to vlicm this policy shall apply which include those with an awrega annual
employment level of eight or mere psreaient employees or whose oon'Smets with the
n
City of meton attain A level exceeding $10,000.
1, FMOGPAM RESPO.6I9ILITY
To assure that the *qua' smplovsent Opportunity policy and the provisions of the
Affireetive Action Program are carried out, An Equal Enployment opportunity Officer
t "all be appointed or tulgiutad by the Karat. The officer Shall M the focal
for the City', equal opportunity efforts an am will advise and assist staff a point
management personnel in 111 matter, rel&tinq to implrntatlon cf and compliance
' with the Afflre4tiV6 Action Plan, and be rgponsthle for the successful exse.tlon
of this progres, utilising the asUatanee of appropriate State and comeanity agencies
and organisations and melntaln close llueon with the Keyor and City Council on the
progress of the program. The Equal tRiloyment opportunity officer will have the
responsibility to:
A. Initiate, cnordinsts, and eyalusta development of the City's plans and
progrAme which eta designed to ensure that ali current and prospective smployses
ravel.. the benefits of equal esploym ftt oppurtunities.
■. PsrlodicallY audit the prsctlees of the City and recommend lmprovesnote
In CM Afflreativ, action Policy to the Mayor's office and the City COuncrl,
C. Inners tout all aembvrm of sanagmment within the ^!ty are fully aware
of and their actions are in comPllesp with the 'nant of the Af" w Action
Policy PWrtalnlnq to equal amployment opportun,ty,
0, Provide coctlnuinq cunewmicat!Oft of the Affiimeti ve to
menagssent, soploy"S, &Pplionts for employment, and to out. .:. one
parforeirig services .!or the City.
II. r."LOYMIRW PRACTICES - A
The overall esploymeut practices provide the key to smauting equal meplo'nrnt
oPPortun![ims And achieving an Appropriate representation in the Cl,y'+ Work fern.
To achieve these objectives, the City of baton shall utdert&ko the to11ow1Mr actions.
A. Conduct periodic review of all job dsacrlpticnS to assure that they accurately
reflect job content and related Skill and/or educational qua11f1caLLon.. bvislons
will be "do Aa necssssry to delete rSqulrsmentm which are not reasonably related to
the tasks to to pe:formed,
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2411 TRANSMISSION WELL TO MT. OLIVET TANK TV-4 2 9""3
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7P-31 .'IZE, WE' "FT, 16A,',' RF,STRICT70N5 FOH MOTOR VEHICLES
E.11 motor vehicles of the Contractor, Subcontrao ors and a+. Zsers sha?Z h strictly adhere to Ch. 41..44 of the Motor Vehicle laws of thepstate of washingtc.
(SN07 Edition and amendnents thereof) in regard to 3ise, ,nightd loads of
Ar
motor, vehicles. , an
s Payment will not be made for any material that is delivered In euess of the Zegrl
weight for which the hauling vehicles is licensed.
Any ,-rose violation of these regulations shall be reported to the affected lam
enforcement agent.
The contractor is to furnish to the Enginaar n 710,rng of a?.' °. .l a�1,1 '�e used r
on this project, listing the vehicle number, license number, tare weight and .„i
licensed load limits.
Y
^P-3P DF,LIVERY TICKETS !
d�
' fill dolZvery 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 he made on tickete turned in after date of delivery of material.
Payment will not be made for dativery tickets which do not show type of material,
• gross weight, tare weight, truck nvrber, date and inepector's initials.
Scale certification shall he submitted as early in the project as p a to. Each
wei�Hing station shall maintain a record of the trucks weighed, date and time,
tare and grove weight and type of material. In isolated cases where scale weight
is net available, the !nevector shall measure the truck volume and certify ae to
its Alt load delivery.
8P-33 WASTE 9ITF.
The Contractor shall conforn to ^eation 4-7.06 of Standard specifications in
regard to vaste eitee.
•
The rort actor shall have the responsibility of obtaining his own waste Bite. All
mark included in this section shall be considered to be incidental to other items
of work and nc further compensation will be wide.
The route taken to the waste site shall be maintained solely by the Contractor
0 in a wanner as described below:
r The Contractor shall be prepared to use water trucks, power oweepers, and relat d
equipment as deemed necessary by the En�inaer to alleviate the problem , lost
apoile alcng tho route. Pr^.mrt restoration of the route is mandatory.
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I 'p-27 Pl/ROTC CONVENIENCE AND .SAFETY (Cant.)
�! 3
F 4. their emergency vehicles around the construction zone.
1 5. Any asphalt concrete pavement, crushed surfacing
re tired e ✓e gravel bass, or water
qu for maintaining traffic during the life of this contract shad he planed by the Contractor, immediately upon request by the Eroxineer in the
rsnounte designated.
t. All eoyetruotion in the Cedar River Park area shall be given special attention
with regard# to safety procedures. All trench excavations will either he fill-
ed in, and/or covered ovsr with a sheeting material (approved by the Engineer)
in the avaning or upon completion of the day's construction.
All coats involved in the above shall be considered incidental t; other data of
work invn!ved and no further carrpensatiun will be made.
M
,SP-2R COYSTRDCTION •SIGNS
The Contractor shall furnish and install construction sign# which conform to
current 1971 M.V.T.C•D. Sign No. W2o-1, "Road Construction Ahead, " 3e" x 3e" er
`� 1 larder diamond, black lettering un orange background. One (1) sign of the type
mentioned above will be posted at each street entering onto the prafect sits.
ALZ construction and detour signing shall conform to Part VI "Traffic Controls
for Ni.ghxay Construction and ;faint,tine 0,,erations" of the Manual of UniPorni
Traffic Control Devices.
'. SP-29 RPMVIN(; TRAFFIC AND STREET SI(,NS
6
The Contractor shall be responsible for maintaining all t affic and street signs.
In the event it shall be necessary to remove a traffic or street sign, the Con-
tractor shall notify the Director of Public Works, City Municipal Building, City
Of Renton, Washington, for all changes ode. When the work has been completed,
and prior to said area being open to traffic, the Contractor shall notify the
Public '✓orks Director, City Municipal Ruilding, City of Renton, Washington, awl
obtain his approval of signing.
SP�3i -)M)TRJCTION FQVIPMENT
1 Drivers of motor vehicles used in ear-ection with the construction of repair
r,vrk shc_ZZ obele traffic rulee poster or such location in the same manner and
under the same reetriotione as provi,rd for the dirvere of private vehicles.
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:P-2d CHANGE ORDEW,
Ali a Llitiorral work that requires compensation to the Contractor for items for
which prices are not included in the contract cr is not within the limits spear
1' fied in APWA Standard Specifications, Sec. 4-1.03, shah require a written change
order before work may be cone. The Contractor shall be responsible for the necessary change orders that are requi;red by any of his subcontractors.
SP-24 OVF,RTIMF FIELD 4NGINFERING
f� When the Contractor performs construction work over the aecepte-1 8 hours per day
or 40 hours per week, or on any City holiday cnd the work re
then the Contractor shall reimburse the City at the rate of 014s.00per h ur. The
City shall have the sole authority in determining the necessity of having the
Overtime inspection, and shall notify the Contractor of intent and said costa Lill be deducted from monies due the Contractor on each monthly estimate.
1
SP-25 SURVEYS
Sec*,inn °,106 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 aunveye. ,,
1
SP-26 HOURS of WOR,,
The corking hours for this project .rill be limited to weak days during the pari�d
from 8:00 a.m. to 4:30 p.m., unZe a approved by the City.
SP-27 PDRLIC CONVENIENCE AND SAFETY
The Contractor shall, at his own expense, provide flagmen, shall J%rnish all signs,
barricade#, guards, construction warnings, and night light# in order to protect
the Public at all times from injury as a result of his operations. If the Contrac-
tor should fail to maintain sufficient lights and barricades in the opinion of the
1 Engineer, the City shall have the right to provide these lights and barricades and
' deduct such costa from payments due the Contractor.
A plan for traffic control must be submitted for the ttitgineer's approval before the
beginning of construction. The Contractor shall maintain detour routes and other
.: 1 routes used by his equipment hauling materials to and from the area.
Appropriate portions of Section 7-1. it (APWA) Standard Specifications shall apply
tc this contract. In addition the foll0wix3 Special Provisions shall apply:
1. There ahatl be at all times reasonable access to and egress from the
business eetabliahmente and other properties adjcusent to the project.
1
2. All road approaches and etrmeet eonneotiona shall be opened to traffic at
the close of each work day.
J. Where hazardous conditions exist, proper signing and barricading shall be '
provided as directed by the Fngineer. Where designated by the iVineer, the
L signs and barricades shall be supplemented by lantern# or flasher unite durin;i
1 the hours of darkness.
4. The Contractor shall notify the local fire and polio* departments in writing
before the beginning of hie operations so that these agenerime may reroute
{
,, SN-21 DISPUTE:S AND LITICA2!ON (Cont.l �
p,
or any concraot document, shall be immediately brought to the attention of the
Public Works Director or his "epreeentative for interpretation and adjustment, if
n warranted.
F tl
Failure on the part of the Public Works Director of his representative to discover
an.- condemn or rafeat improper, defective or inforior wark or materials, shall, mat L
be construed as an acceptance of an,, such work or materials, or the part sh ll
'•mprbvement in which the same tray have been used.
n
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To prevent disputes and litigation, it is further agreed by the parties lereto
k thot the Public Works Director or his representative shall determine the quantity
i' and quality of the several kinds of work embraced in these improvements. Be 'hall
decide all questions relative to the execution of the work and the interpretation
of the Plane and Specifications, j
In tP.e evert the Contractor is of the opinion he will be dnrtaged by such interpre-
tation, he shall, within three (3) days, notify the Engineer and the City Clerk in
writing of the anticipated nature and amount of the damage or damages. Time 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
t ' arbitrator and the two shalt egGect a third, within 30 days thereafter.
The findings and decision of the Board of Arbitrators shalt be final and bindin7
on the parties, unless the aggrieved party, within tan (10) days, challenges the
findings and decision by serving anti filing a petition for review by the 4uperior
' 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 sulitted; � .
2. Is contrary to the tome of the contract or any component thereof;
3. Is arbitrary and/or ie not based upon the applicable facts awl 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.
T'w arb av2tion shall be eomiueted in accordance with the statutuea of tka .State
of Washington and court decisions governing ranch procedure.
a �
The costa of such arbitration shall be borne equally by the City and the Contrator
unless it is the Board's nrjority upinian that the Contractor's filing of the nro-
test or action is capricious or without reasonable foundation. In the Latter ,rase,
all costs shall be borne by the Contractor.
U The venue of any suit shall be in King .County, Washington, and if the Contractor
is a non-resident of the state of Washington,, he shall designate an agent, upon
whom process may be served, before eomoenoing work under this contract.
SP-22 ';11B.,'CNTRIC7VRS
! A :iet of eubrontractors and suppliers 0. ' will be involved with this project
( shall ht given to the Engineer for his revsew and approval inmedintely after notifi-
cation of low bidder statue. The lint must be received by the Engineer before the
contrarte may be signed.
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.':P-1N f'FOTE�7Tl0N OP PUBLI!' AND PRIVATE UTILITIES
The rontra,.tor shall conform to section 5-1.09 of Standard Specifications in
p regard to protection of public and private utilities.
Location and dimeneinna sham on the plans for existing underground facilities
are in accordance with the beet available information without uncuoering and
measuring. The Owner doer not guarantee the eize and locative of existing
facilities.
O to r
It shall be the Contraotor's responsibility to contact the GAS COMPANY, TFLEPRONF.
COM,.gNY. POWE'H COMPANY and the HENTON HATER DEPAPTMENT, and P.FNIYJN F,NGINF,ERING
DEPARTMENT. exact or locations o t ezr reepeetzve utilities. Aso ecntart t
CARLF, TV COMPANY if necessary.
Co SP-19 SCHEDULING OF WORK
Section 8-1.01 om the Standard Specifications shall be deleted and the following
inserted:
Promptly after the award of the contract, the Contractor shall submit for
A approval to the Engineer a progress echedule. Fror this information a progress
schedule diagrem will be computed, plotted and a cop,, ret
urned to the Contractor.
Payment to the Contractor on any estimate may oc with,'wLd until ouch a schedule
has been submitted and approved.
Should it become evident at any time during construction that operations will or
! 1) may fall behind the schedule of this first program, the Contractor shall, upon
request, promptly submit revised schedules in the scene form as specified herein;
setting out operations, methods, and equipment, added labor forces or workimg
shifts, right work, etc., by which time lust will is made up, and confer with the i
F.nyineer 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
u with the contract provisions, it s'all, upon request, be revised by the Contractor
and work shall he performed in compliance with the contract provision@. Payment@
of any further estimates to the Contractor after such request is made and until an
approved modified ochedule has been provided by the Contractor may be withheld.
Execution of the work according to the accepted schedule of construction, or
approved modifications thereof, is hereby made an obV..gation of the contract.
u
SP-20 CON,^.TRUCTION CONFERENCE
Prior to the start of construction the Engineer will call for a preccnetructior.
conference. The Contra^-tor and hie subcontractor shall attend the preconetruetion
conference, the time, place and date to be determined after award of the eontnurt.
U 541'sequontly a representative of the Contractor will attend a weekly conference
with the Ownere representative to reviaw prog,wea and discuss any problems that may
he incurred.
u
'P-,';1 DISPUTES AND LITIGATION
U Any questions arising between the Inspector and the Contractor or his s:mperintendant
or i'oronv. as to tho meaning and intent of any part of the Plane and :,pecifioations
9
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..^,P-74 WAGE SCHEDULE (Cont )
" Jtatement or Statements of Intent on file ith the Dep
artment of Labor and
Indus-Lilies as approved by the Induacrial Statieticl•n.
Affidavits u,- Wages Paid (SF o943) are to be filed with the State Treasurer, or the
Treasurer of the County or Municipal eorroration or other officer or person charged
'Jith the custody and disbursement of the .State or corporate funds as the ease may
be m-rd two (2) co ties o each affidavit are to be *h the Director of the
P f ff filed with
», Department of Labor and Industries, Attention.- Industrial Relations Division,
Z601 Second Averwa, Seattle. Whenever practical, affidavits
ff pert cent to a
particular contract should be submitted as package.
The Contractor shall also be required to read and execute th • "Minimum Wage Afei-
davit Form" as incorporated in this document. 4 „.
.SP-IS :TANLAHV SPECIFICATIONS may.
"T
The Special Provisions hereinafter contained shall supersede any prvvieione of the ' ' I
Standard Specifications in conflict therewith. 4
,T
The Standard Specifications for Municipal Public Works Construction prepared by
the Washington state Chapter of the American Public Works Association, Z975 (red t
cover) Edition, shall be hereinafter refrrred to as the "Standard Specification,"
and said specifications together with the laws of the State of Washington and the � •
Ordina,:eee and Charter of the. City of Renton, so far as apr41cahte, are lwreby
included in these �;pemfieations as though quoted in their entirety erul shall apply
q except as amended or superseded by these SLeciaZ Provisions.
A copy of these Standard Specifications is cn file in the office of the Public
Works Director, City Nall, Renton, Washington, where they may be exumi.rwd and
consulted by any interested party.
M Wherever reference is made in the ,7tandard Specification to the owner, such n ,
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 -•„,,.,ir '
Director, City of .Renton, or his duty authorised assistant or assistants. _
}
SP-IB FIELD C1IANCF,'S
Any alteration& or varianoee from the plans, except minor odiastmente in the field
to mtet existing conditions shall be requested in writing and may not be instituted
until approved by the Public Works Pireetor or his representatives acting
N specifically upon his instructions. In the event of disagreement of Lae necessity `
for such changes, the Engineer's decision shall be final. u
5P-11 FAILURE To MEET SPECIE cAnoNS
In the event that any workmanship doWs not meat the requirements or sp.saifieatione
the City may have the option to accept such workmanship if the Engineer deems such l�
acceptance to he in the best interest of the City, provided, the City may A
:T
ne;notiate payment of a lower unit price I, 'd workmanship.
i
K
i y SP-4
L :
s
R
':P-1l NO!1-COLLUSION AFFIDAVIT lCrnst 1
"ity that the bid offered is ;genuine, is not sham or ,roZluaive, ved in no respect
or degree, is made in the interest or on behalf of any person, firm, or corpora-
N tion not named in the proposal containing such a bid.
SP-13 NONDISCRIMINATION IN E.'noyMENT
a Contracts for work under this proposal will rbiigate the Contractors and nubcon-
tnactora not to discriminate in employment practices.
P-19 »'ACE SCREWLE
The prevailing rate of wages tc be paid to all workmen, laborers or mechanics
employed in the performance of any part of this contract shall be in accordance
with the provisions of Chepter 39. 12 RCN, ar amended. The rules and regulations
• of the Departmont of Labor and 'rPListrlee a,ul the schedule u 9
f prevailing wage
rates for the locality or localities where this contract will be performed as
determined by the rndustriaZ Statistician of the Department of Labor and Industry
are by reference made a part of this contract as though fully sat forth herein.
Inaemaah as the Contractor willl be held responsible for paying the prevailing
wages, it is imperative that all Contractors with
familiarize themselves wi,. i the cur-
rent wage rates before submitting bide based on these specifioations.
In ease any dispute arises as to what the prevailing rates of sages for cork of a
aimilar nature and ouch dispute cannot be ad.4usted by the parties in interest,
including labor and management representatives, the matter shall be referred for
°1 arbitration to the Director of the Department of Labor and Industries of the. State,
and his decisions therein shall be final and conclusive and binding on all parties
involved in the dispute as provided for by R.C.W. 39.12.060 as amended.
The Contractor, on or before tre date of commencement of work, shall file a state-
ment under oath with the owner and with the Director of Labor and Industries
certifying the rate of hourly wage paid and to be paid each classification of
laborers, workmen, or mechanics employed upon the, wort, by the Contractor or nub-
aontraotor which shall be not Zees than the prevailing rate of wage. Such
statement and any supplemental statements which may be necessary shalt be filed
in accordance with the practiceo and procedures by the Department of Labor and
y In�bastries.
• Prior to commencing work, each Contractor and eaLh and every subcontractor shall
file a sworn Statement of Intent (SF 9662) with the Owner and with the Department
Iof labor and Industries as to the prevailing wage rate, including fringe benefits,
for each ,fob classification to be utilised. The wage rates thus filed will be
checked against the prevailing wage rates as determined by the Industrial
static-titian of the Department of Labor and Industries. If the wage rats are correct,
the Industrial Statistician will issue an acknowledgement of approval to the
Contractor and/or Subcontractor with a copy to the awarding agency (Chaser). If
any incorrect wage rates are included, the Contractor and/or Subcontractor will be
notified of the correct rates by the Induetrial Statistician and approval will be
withheld until a correct statement is received.
•
Each voucher claim oulmitted by a Contractor for payment on a project estimate
ana'.l state that prevailing wages have been paid in aecorvdance with the prefiled
40
-S
r
a
•�'-OB fUbLTC LIABILITY AND PROPERTY DAMAGF INSUPANCE a
The Contrruttor shall obtain and keep in force during the term of the .vntrvrc;,
F , public liability and prop,�ty damage insurance in companies and in foyer to by
aPProved by the City. Sair insurance shall provide coverage W the 0ontractor,
rm ,
any subcontractor performing ;cork provided by this contract, and the City. The
City shall be named as an additional insured on said policy insofar as the Bork and
obligations performed under the contract are concerned. Th.' coverage as provided
shall protect against claims for nersonal injuries, including aecidantal decth, as
• 'Jell ad alaine for property damages which may arise from any act or omission of
the Contractor, or the aubcont:•zctor, or by anyone directly or indirectl to er1
by either of them. 9 e"T 9-
The minimum policy limits of such insurance shall be as follows:
Roddy injury liability coverage with limits of not free then $100,000 for bodil !r
ir�iury, including aeciientul death, to any one person, and subject to that limit
y y
for each person, in an amount not lose than $300,000 for each accident, and property
damage coverage in an amount of not less than 050,000 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 receivin
g ng notice of award of contract.
SP-07 PROOF OF CARRIAGE OF INSURANCE .!
The Contractor shall furnish the City with satisfactory proof of carriage of the
insurance required.
.ST-08 CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN_
i
The Contractor must execute the Bidders Affirmative Ac„icn Plan Certification.
Failure tv execute thus certificate gill inva?idate the hid.
SP-09 EQUAL FMPLOYMENT OPPORTUNITY AFFIDAVIT
The Contractor sholl be required to execute the "Certification by Proposed cemtrac-
tor, .Subcontractor and supplier Regarding F,qual Frrrployment Opportunity" form as
incorporated in this document. Ne shall also abide by all rules and regulations as
required by the instructions of the aforementioned form.
a
SP-10 FAIR PRACTICES POLICY
The Contractor shall be required to read and abide by "The Summary of Fair Practices
Policy of the City of Renton" as incorporated in this document.
5P-11 AF?IRMATrVF ACTION PROGRAM
The Contractor shall be required to read and abide by the City of Renton Affirmative
Action Program ad incorporated in this document.
:iP-12 NON-COLLU~ION AFFIDAVIT
The Contractor shall be required to execute a Nun-Collusion Affidavit to satisfy the
•
5
J
* SPECIAL PROVI:-'ONS
.F_ AL FA RO y Rs
.7P-01 DESCRIPTION OF WORK
•
The wt rk to be Performed under this contract consists of furnishing all
materials, equipment, tools, labor, and other work or items incidental thereto
ani Performing all work as required by the era . , .t in accoraance with the plane,
three specifications and Standard Specificatiot_ , all of which are made a part
•
hereof.
This improvement consists of the ine.;allation of 24" water• mains, from Well d8
t,r the MS, Olivet Tank transmission main (W-429). _
SP-C2 DATE OF RID OPENING R
Healed bide will be received by she City of Renton, Washi tan b
the City Clerk, City Nall, Renton, Washington, until 20hi;00ngt n, by
yPfiling wit23,
leis and mill be opened and ublicl
conference roaa. P y read aloud in the fyurth floor
SP-03 TIMF. OP COMPLETION
The Contractor is expected to diligently prosecute the twrk to ca�letion In .;l
project and requirements. The p �ect ehull be completed within, Z 0
calendar days from starting day of construction.
j Provided, however, that the City Council shall have the right upon request of the
• Utility Engineering Division, City of Renton, Washington, to ertend the time of
00mPletion of said work. No extension shall be valid unle the cams 5e in
1,witing and accompanied by the written consent to such ezte sion by time surety
on the bond of the Contractor.
Time lost in replacing imProper work shall not furnish any grounds to the eontrac-
Ti
• for claiming an extension of time for the completion of the work, and shell
not release the Contractor from damages or Liabilities for failure to complete the
work within the time required,
SP-04 CONSTRC/CT:ON DIRE
CT2%N
• Begin work at well NB and Proceed northward to Mt. Olivet Tank. The Contractor
shall complete each Portion before beginning a new segment.
The new transmission main must be installed and operational before
work commences or, the Mt, Olivet Tank. No wurk on the Mt. Olivet
Tank will be allowed before September 15, 1976,
Phase in the Cedar River Park most be Iimi tedto one week. ruction
JP-01, MATERIALS
t The Contractor shall supply all pipe fittings, casirya pips, gate valves, untoo
ohwmbers, cast iron valve boxes with their required accessories, concrete block-
+� tnq, shackle rode where required, valve corkers, and all other natarials necessary `
to rrkakv a complete water main installation.
Last Iron and Ductile Iron pipe may be used interchangably
upon approval by the Public Works Director.
i
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4#
"�� f
SPECIAL PROVISIONS
iM
TABLE OF CONTENTS
1
page
r
SP-01 Description of Work SP- I
SP-02 Date of Bid Opening SP-1
SP-03 Time of Completion SP 1
SP-04 Construction Direction SP-1
SP-05 Materlais SP-1
SP-06 Public Liability and Property Damige
Insurance SP-2
SP-07 Prouf cf Carriage of Insura•,ce SP-2
SP-08 Certification of Bidders Affirmative Action
Plan SP-2
SP-09 Equal Employment Opportunity Affidavit SP-2
SP-10 Fair Practices Policy SP-2 .,
SP-11 Affirmative Action Program SP-2
SP- 12 Non-Collusion Affidavit SP-2
r SP-13 Nondiscrimination in Employment
SP-14 Wage Schedule SP-3
sP-3
SP-IS Standard Specifications Sp-4
SP-16 Field Changes Sp-4
SP-17 Failure to Meet Specifications SP-4
SP-13 Protection of Public and Private Utilities SP-5
SP-'9 Schedoling of Work SP•S
SP-20 Construction Conference SP-5
,•r SP-21 Disputes and Litigation SP-5
SP-22 Subcontractors SP-6
SP-23 Change Orders SP-7
SP-24 Overtime Field Engineering SP-7
SP-25 Surveys SP-7
SP-26 Hours of Work SP-7
SP-27 Public Convenience and Safety SP-7
SP-28 Construction Signs SP-8
SP-29 Removing Traffic and Street Signs SP-8
SP-30 Construction Equipment SP-8
SP-31 Site, welSht, Load Restrictions on Motor
Vehicles SP-8
SP-32 Delivery Tickets Sp-9
SP-33 Waste Site SP-9
SP-34 Gust and Mud Cortrul SP.9
SP-35 Payment to the rontractor sp-r
SP-36 Liquidated Damages SP-10
SP -31 Awarding of Contract SP-10
SP-38 Contractor's Site Office SP-10
411
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f
n
NINIKM NAU AFFIDAVIT FOAM
,
City of 11"ton
ss
the unaersiyned, having been auly swo,T, depo,ed, ,ay and certify
a that in connection with the performance of cne work of this project,
I will pay each classification of laborer, workman, or mechanic
employed in the performance of such work ; not less than the 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 fore-
going statement and certificate, know the contents thereof and the
substance as set forth therein is true
-htoo my knowledge and belief.
Ile
CURTRACTUR
Subscribed and sworn to before me on this _> day of
aafrr u lic Ina orthe`Staaof
Nas� hn
Residing at
f
a
7
NON-COLL1510A AFFIDAVIT
•
STATE OF WASHINGTON- )
3
COMITY Of
L. SS
•
being duly sworn, deposas and says, that he is the identical pe r on
who submitted the foregoing proposal or bid, and that such bid is
genuine and not sham or roliusive 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 id, or any other person or
corporation to refrain from bidding, and that deponent has not in
any manner sought by collmion to secure to himself or to any other
• person any advantage over other Bidder or Bidders.
SlX HERE:
`W aw
Subscribed and sworn before me this _day of
r �
1971
� r
aryi C�ij?:�M d 70 r Me 5 UTAo
residing at
therein.
i
w�.
G >,
• �AFFI FOH THE MONTH OF .................. . ........... n
RMATIVE ACTION {
TRACTOR SUBCONTRACTOR N.rO °°"""` NU,*,
.... ....»........... ..............»...................... or;a�
�—_ WMTNIY MANPOWER UTILIZATION REPORT PO t/ "Isnt ••• •..... •- ••••_...._.._...._..__.. ..... .
To 1)e submitttad to the city'a rroject CoalE and Tinetablee (E minority employ-
Engineer duri artnt) as Ccnmitted in Contractor's
month while contract is
week es each Affirmative Action Plan...... ..... ....
Contractor is ree for s.
Pzana
� subtaitt ponaibie for obtaining and
Try all subcont actor "ports, contract starting Date..:.. ..
Traep You MONTHLY MAN4+OUREOF VapLOYMEMT
Tly calory Name at CpHrr:wr a NeYe uteri m — e.Mc•nt a Tore! 10, TMr
submausew 1Mt Plata" C1WIrr a. �• 4lamn•v No.M rarykwq tltla apnn gtrrmp ptn �—_ rw•Moun NuMpar d
�. tg11 Toty Neer Epen. Orree Mtgrny
Prit>domiadinp a rout Ea, Et.
f Alper M inenlwn iynem alwe. •
ArrrrrYMen —
NMpM — -- -T
,Am MWleta• out tonwan?
` TatiiMarilVt, /elM Mtn,Mannn,
Ileemey all Toth TetN
4)1 cr Eurnytep.mnpn on n. AM'Mtm
y +�».,rk Tralrre
j}j1 On Mi•c»ntratlr
foerneYlrlan� �_— Toi —
. ............ ..
4paWidte `--1""
` 11 Percent of far v k comolu•d to data
_ __ - —
'.• _ taA Mannn. 1e Mn, net. %_ Tga1 Mr
Aaurryytlly!
Nunerr d New Hvar on mh molact
4 la W. rpo,nnp rHrHtrl)
Into
AwrreYlltan �. _ �_ TotN TOW
1 TmY Miff'
rlpr. Appre 1_._.._.
r
A rao IAtrprtr✓ m your conHq 1 _
"7ofTIR"dFit; TritiTMin:E4itP�ii. _ ..--..—_ _T_Tnl�f - "^ ate_
for prtY»m.»1»r on M•IoD nmmnp) _._._,_._ �
Profmrrd by, (3i9ndture and Title of
Concrac tofu kepresentative) Date
Yw _ No
cr , "FA
nwrrw•rnw.✓ Reviewed 8y1 (signatury and TIt1r of
+ j City Official) Dote
YIfirmati vat Actitm taken (or prol )SI tr, il:crrvao :uinority rulrreaunutron or. I.nrnlanant may.
_ ; rk for.r t
y �R'" "o{YgeleQ.✓ .
TS-11 PESTORA710N OF IMPROVED URFACES (COWS
Patching on this project, where directed by the Engineer.
d. Private Driveways
Private driveways, wt lks, and other surfaced areas shall bt. repaired, patched ano
resurfaced as required for the type of surfacing encountered.
t a. Maximum Patching Yldth
The maximum patching width in trench area wll ' be 5 feet except where overlay or
street construction is called for on the plans. Any patching done beyond this
limit will be done at the Contractor's expense.
;♦ f. Asphaltic Concrete Surfaclna
The finished patch or new roa,: section shall provide a minimum thlckness of 2 inches of asphaltic concrete over 4 inches of crushed rock base course.
Before placement of the asphs' .ic concrete patch, the base course material shall
i be shaped to the same section and slope as the finished grade and compacted to
100 per cent maximum dry density at optimum moisture contert as determined by
Standard Proctor compaction test, ASTM Designation D648, ,Method D.
The asphaltic concrete patch shall be placed over the base course so as to obtain I
a minimum thickness after compaction of 2 inches, and shall match existing sur-
f r facing. The asphaltic concrete shall be rolled and crossrolled to obtain
thorough coavpactt_3n.
Base course material shall meet the requirements set forth herein for crushed
rock surfacing. ��.
Asphaltic concrete shall he hot plant-mix, conforming to Section 34, A.P.W.A.
Standard Specificatijns, Class B. PO4ing asphalt shall be Grade AR 4000 or
Section 27.
q. Cr-_-shed Rock Surfacing
v~ Existing shoulders, and existing gravel surfaces shall be resurfaced with crushed
rock so that a m.'nimum finished thickness of 4 inches is obtained. The finished
surface "11 n tch the slope, crown and grade of the existing surface. t
4
Materiels and ylacing shall be tr accordance with the applicable provisions of �
Section 23, A.P.W A. Standard Specifications except as modified herein. Ballast
a and maintenance rock will not be required. Crushed rock surfacing shall in
all respects meet the requirements set north In Section 23-2.01 , A.P.W.A.
Standard Specifications.
Water shall be added during rolling operations as necessary to secure required
compaction.
U
I The crushed rock mdy be spread in one layer and shall be adequately bladed and
mixed to obtain even distribution of the rock. Alternate blading and rolling
r
s
TS-09 PIPE INSTALLATION (CONT.)
e. Air Valve Installation
M
Conform to the Standard Detail . Include two fire hydrant guard posts with each
installation.
f. Connection to Existing Pipe and Structures f
a
M Connections to existing piping and tie-ins are indicated on the drawings. The
Contractor must verify all existing piping, dimensions and elevations to assure r
proper fit. ,.
I i
The Contractor shall make all connections and tie-ins under the direction �f the
r"t,' C;r "c^ta: Ut:iiLles Department. The Contractor must also provide any
r specials required to make a satisfactory connection.
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
wry.
•
TS-10 EXCAVATION AND EMBANKMENT
`7 Construct embankments and carry out excavation for pipe Insta" tion as indicated
on the plans. Conform to Section I; of the Standard Specifications. The Engineer
will allow greater Lean 0" layers if satisfactory compaction can be cbtalned.
t
TS-11 RESTORATION OF IMPROVED SURFACES
a. General
Roads, streets, driveways, shoulders and atl other surfaced areas, removed. broken,
l caved, settle or otherwise damaged due to Installation of the Imorovamants covered
by this contract shall be repaired and resurfaced to match the ex sting pav+meat or
landscaped areas as set forth in these specifications.
The ends and edges of the patched and resurfaced areas shal meet and match ti-e exist-
ing surface and grade, and shall termin.te In neat, even lines parallel to, and at
right angles to the roadway. No piecemeal patching or repair will ue allowed.
Damaged, disturbed or otherwise affected areas as defined shall have edges of
existing pavement trimmed back to provide clean, solid vertical faces, free from
loose material . a
b. Areas to bo nesurfaced +
(1) Existing asphaltic concrete surfaces shall be patched with asphaltic
concrete over a crushed rock base course. i
(2) Ex L ling shoulders and existing gravel surfaces shall be repaired
with crushed rock surfacing.
(3) Existing Portland cement concrete surfaces shalt be repaired with I"
t) portland cement concrete to match the existing.
c. Temporary MC Cold Nix Asphalt
MC fold oremlxed asphaltic concrete shall be required in pavement for temporary
u
9
4
1s �
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1
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I
TS-09 plp� E�INSTALLATION
t a. General
Conform to Section 74 of the Standard Sexcept c
Jointing shall conform to the manufacturrer'slrec mmendationaa herein modified.
approved pipe saws only. Keep pipe plugged except duriny actual pipe laying. The
inspector will stop work unless an approved plus is on site and available.
b. Special Anchorage
9
Provide concrete blocking at all fittings and horizontal or vertical angle points.
Conform to the Standard Detail for General Blocking herein and the A.P.4.A. ,ft Standard Details for vertical blocks.
Dr,d 'Valve Chambers
Valve installation stall be In accordance with Section 75 of the Standard Speclfl-
cations except as modified herein.
6" and 8" Gate Valves shall Include an 8" x 24" cast Iron gate valve box and exten-
r sions if required by the Engineer. Valves larger than, 8" shall be Installed ,n
vaults.
The 12" yate valve assemblies shall include; 12" gate valve, I" bypass
assembly and precast vault.
The 16" and larger 9utterfly valve assemblies shall include; large butter-
fly valve, and precast vault. Standard Details for 1" bypass valve, and
'. � Precast vaults are bound into the Standard Details.
Valve chambers shall be in accordance wltn Section 76 of the Standard Specifica-
tions except as modified by details bound in t'tese specifications.
All valves shall have concrete valve markers w 'h distances clearly marked.
t The concrete valve markers shall be Lundberg Concrete Co. , water valve markers
design or approved equal.
Valve chambers in the Cedar River Park shall have a special "Astro Turf" cover ,
see Standard Details.
t d. Fire Hydrant Assembllea
Fire Hydrant Assembly shall Include: C. I . Tee (FLxFL) , 6" Gate Valve (FLxFL) , 6"
C. I . Spool (PF.xPF) , 5" MVO Fire Hydrant (FL Connection) , 8" x 24" C. !. Gate Valve
Box, and 3/4" Shackle Rod with accessories, and 2 concrete guard posts. Paint
r shackle rods as specified In Special Anchorage of this section.
The hydrant shall be for a 4-1/2' bury vnlass otherwise noted on the Plan.
Upon completion of the project, all fire hydrants shall be painted tc City of
Renton specifications and guard posts painted wnite. �(*
r,
+ The r,lty of Renton Standard Detail for hydrant assembly and hydrant guard posts
Is bound in chase specifications.
Y
t
tts b
TS;n7 TRENCH EXCAVATION, 9EDDING ANO BAf,KFILI CO
i
l:) Subse uant 9ackfill f.ont.)
Engineer. Testing for compactions In the Improved
y
e In
accordance with the test;ng as ststsd In the section rons initial shall bbaekflll . s
s00 payment
No separate or ctra payment of any kind will be made for compaction„
wetting, drying, water, or processing of materials, but shall
In the applicable unit price Pala for the waterline In place, complete.6e IncluJed
e. Select Trench Backfill
., Select trench backfill for the pipe shall cons:st of crushed Or naturally occur my
` 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 most requirements `or bank run gravel Class "B" as outli
of the Standard S peciflcations. ned in Section 26-2.01 ,.
` The horizontal limits for measuring select trench backfltl in place shall be the r.r� side of the excavation except no payment will be made for material replaced out-
side of vertical planes, 1 .0 feet outside of and aprallal to the barrel of the
Pipe and not the be!) or collar,
Any excavation in excess of the above requirements shall be replaced with the
native material or select backfltl, as directed by the Engineer and at the Con-
tractor's expense.
The price par ton shall be full compensation for selecting the source, furnishing
and placing the material as outlined in Section 26-2.01 of the Standard Specifi-
cations.
. f. Unsuitable Foundation Excavation
Unsuitable material "I' be exc,vated by the Contractor as directed by the Engi-
neer to give the constructed embankment full bearing on solid ground. Old FTlls,
or wastes, unstable materials Including logs, stumps, peat and muck will be
excavated %then in the Judgment of the Engineer these materials will Impair the
stahllity of the embankment.
All costs and expenses Involved In displacement or ramoval of unsuitable materials
shall be incidental to the ar,wnkment Installation. Ne!ther separate or extra
payment of any kind will be m:,de for storing, handling, hauling or manipulation
of unsuitable excavation.
1 TS-08 DUST CONTROL
Provide minimum 1 ,500 gallon capacity water truck with pressure spray system
designed for street cleaning. Clean streets of dust and debris at and of working
day. In addition provide sprinkling as necessary to alleviate dust nuisance or as
i � directed by the Engineer. Obtain fire hydrant meter from City Utilities Department
and keep reco,ds of water use.
rs -7
v?`
,.4.
•
TS-07 TRENCH EXCAVATION, BEDDING AND BACKFIIL (f,ONT.
disposition of all material, and shall determine ttie suitability of
• used as backfill. All unr�uitable material shall be wasted as specifle,tjerfal to be
Cxcavation of every description, classification and o� , attver substances en-
countered within the limits of the project shall be performed to the lines and
{{
grades necessary for embankment pipe, bedding and structures, and as indicated 4
on the drawings. Temporary drains and drainage ditches shall be Installed to
'ntercept or direct surface water which may affect the promo on or condition of
the work. All excavated materials not meeting the �cgvlreme.. I cs For backfill and
all excess materials shall be wasted as specified. -
No separate or extra payment of any kind will be made for storing, handling,
haulino or manipolation of excavated materials.
c. Foundation Preparation and BedGlnb
foundation preparation shall be in accordance with the ,yplicatle provisions of
Section 73, A.P.W.A. Standard Specifications, except ottom of the
b the
trench must be shaped to uniformly support the bottom that hatqua the of the pipe
e throughout its entire length.
In case unstable or unsuitable existing material is encountered at the trench
bottom, the engineer may direct the use of borrow bedding material In accordance a with Section 73.2.05 of the A.P.W.A. Standard Specifications. Wet trench
conditions will not necessarily be considered as an ;noicatior, of unstable
0 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 Burrow.
d. Trench Backfill and Compaction
e
(1) General
Excavated materiali that a-e free from mud, muck, organic matter, broken
bituminous surfacing, stones larger than 8 inches in dimension and other debris
shall be used for backfill except where otherwise required.
4 (2) Initial Backfill
In,tia back i shall be placed around the pipe In layers not exceeding
eight inches in depth and each layer shall be thoroughly compacted by mechanical
tampers to at least 95% of maximum dry density at optimun moisture content as
determined by Standard Proctor Compaction Test, ASTM Designation D698-54T, Method
D. All work related to the testing of the compaction, 1ncl ,ding proctor tests
U and compaction tests shall be taken on the water trench areas. The locatiuns of
the tests shall be selected by the Engineer. If one or more tests do not meet the
specifications as stated above, additional tests will be taken as requester' by
the Engineer at the Contractor's expense.
(3) Subsequent _.gackfill
,bseq.en ac
r A fill under street and shoulder areas shall be placed
In lifts not exceeding 8 Inches in loose depth, and each lift compacted to at
least 95% of maximum density at optimum moisture content as determined by ASTM
Designation D698-58T, method o. 'n-p!sce density determination shall be made in
acc,rdance with ASTM Designation D1556-58T, except as otherwise approved by the
Ns M
w
f�
t:n
fS-05 CLEARING AND GRUBBING
Conform to 5
action 12 of the Standard Specification. Rerrx.ve all debris; nu un-site burnint t .
g In easements lim(t clearing to items specifically indicated by
Engineer,
j
Clear and grub only as necessary for construction ion o erar or
wheret P construct rills excavated material Is used for fill o construction, to
grub as necessary keep organic matter out of fill.
TS-06 REMOVAL OF EXISTING STREET iMPROVEMENT
a. General
Conform to Section 52 of the Standard Specification.
' '3 b. Pavement Removal ,
The Contractor shall Inform and satisfy himself as to the character, quantity and
distribution of all pavement removal . Removal of existing pavement shall cover
ail types a.s yp �d thicknesses of pavement .
4 Cut pavement, or other street and road surfaces only to minimum width which will
permit the proper excavation and bracing of the trench. Allow passage of
vehicular and pedestrian traffic. All pavement cuts shall be made smooth,
straight lines or to nearest construction joint, and shall be made with clean
vertical faces.
C. Saw Cutting
The Contractor shall saw cut existing asphalt coucrete Pavement and cement concrete
pavement where shown on the plans or as directed by the Engineer. 1
..r r The depth of the saw cut shall be a minimum of 1 1/2 inches for asphait and 3 I
inches for concrete.
The me thod of saw cutting %hail be approved by the Engineer.
R
TS-07 TRENCH EXCAVATION BEDDING AND BACKFILL q
a. General
Trench excavation, backfill, foundation preparation and bedding for waterline and
appurtenances shall be In accordance with the applicable provisions of Section 73,
A.P.M.A. Standard Specifications, except as modified herein.
b. Excavation
4 �—
The contractor shall inform and satisfy himself as to the character, quantiy, and
"! distributior. of all material to be excavated. No payment shall be made for any
excavated material which is used for purposes other than those designated. Should
the contractor excavate below the designated lines and grades without prior '
approval , he shall replace such excavation with approved materials, In an approved
manner and condition. at his own expense.
The engineer shall have complete control over the excav g, moving, placing, and
4
T5-5
IV
r .
T5-3 PIPING MATERIALS, VALVES AND FITTINGS ETC. CONJ
i. Concrete Valve Vaults
General
1
All valves 12'' and larger sha' I be installed In a precast concrete vault.
The cults shall be grouted and sealed as well as knockouts filled
with a ran-shrinking grout(Embeco or an approved equal) . All vaults shall
have steps and shall meet all current O.S.H.A. standards.
Precast Vault for 12" Gate Valve
Enc osed n t s ocument is a standard detail for a precast concrete
valve chamber for 12" gate valves.
Precast Vault for 24" Butter'fly Valve
Enclosed In this document is a standard detail for a large precast concrete
butterfly valve chamber.
TS-04 EXISTING UTILITIES
t
If, in the prosecution of the work, it becomes necessary to interrupt existing
« surface drainage, sewers, underdrains, f.onduit, utilities, or similar underground
structures, or parts thereof, the contrar shall be responsible for, and shall
take all necessary precautions , to prote Oct provide temporary services for
same. The contractor shall at his own expense repair all damage to such facili-
ties or structures due to his construction operations, to the satisfaction of the
Angineer except that water and sewer lines will be repaired by the Utility
w Department at contractor's expense. York on the existing METRO 42" sewer
shall ue in accordance with the requirements outlined in an attached letter
bound in this document in the Special Detail section.
:I
TS-4
75-Oj PIPING MAiERIALS�VALyES AMp FTTINGS, ETC. CONT.
f• Gate_ Valves 14" through 24"
e Gate valves shall be of tensile strength cast Iron, non-rising stem, full biunze
mounted with double disc gates. All valves shall be designed for a mini,,,j,
water operating pressure of one hundre4 fifty (150) pounds per square inch and
-j00-61, and any subsequent modification
shall conform to AWA Specification L
thereof.
w The gate valves shall be fur horizontal installation on torizontal pipe. The
valves shall be equipped with bypass valves, enclosed bevel gearing and grease
case, tracks, rollers, scrappers, and a standard square operating nut which ,hall
otpn by turning counter clockwise (left).
The bypass valves shall conform to the specificarinns f„r r, thrcagf, i2 , gate
Valves.
C3.
Butterfly valves
Butterfly valves shall be of the tight-closing, rubber-seat type, Class 1506. and
most the full requirements of A.W.W.A. Standard C504-70. Valve bodies shall be of
Cast iron ASTM A126 Class B, and with ends as Indicated on the drawing. Valve disc
shall be constructed of either alloy cast Iron ASTM A 436 Type I (NJ-rot ist; , or for
valves above 12" for 200 pi leak-tight service shall be constru:ted of 316 stainless
steel . Vs IV* shafts shall be turned, ground and Polished of 18-8 stainless steel , and
shaft diameter must meet minimum requirements established by A.W.W.A. C5TT4-70. Valve
w shall have bonded seats, molded In, vulcanized, and bo.ided to body standing 751 Pull . Valve bearings shall be sleevetight, corrosion with
and
d with- t!
self-lubricating. Valve operator shall conform to AWWA C504-70 standards and shall be
Of the traveling nut type designed for buried service. Valve shall close with a clock-
wise rotation of the nut. Operator components shall withstand an Input torque of 300
feet pounds at the extreme operator positlor.s without. damage. Butterfly valves shall i(
' be Henry Pratt Groundhog or approved equal . Approval must be obtained prior to bid
i opening.
fire Hydrants
•,..1 Fire Hydrants shall be Carry T
yminimumning M.V.O, loft he Pressure) conforming to A
C-504-64 with a 6" inlet and a wt
National Standard 7 112 threads per inch and one 4", two 2 1/2 hose nozzles with
Pumper nozzle with the new,tattle Pattern 6 threads
per inch, 60' V. threads, O.D. thread 4.875 and root
diameter 4.6263, 1 1/4" Pentagon oPe'sting nut and opening by turning counter
cluckwise (left) . Hydrants shall be constructed with mectun;cal joint connec- ,.
lions 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
0 to be suitable for installation with connections to Piplrg in trenches 4 I/2'
oreleep proves otherwise specified. Fire hydrants shall be IOWA, Pacific States,
or approved equal . Approval must be obtained prior to bid opening.
ti
T5 3
r -O3 PIPING MATERIALS, VALVES AND FITT14rS, ETC
---- (CONT.)
b• Cast Iron '
fast iron pipe 4" through 12" shall '
(AWWA C106- n g conform to ASA Specification A 2I .6
7 - 9
) end/or A21 .8-197n (A1NA CI08 1970
-1970) and shall he thickness Class
22 designed to ASA Specification A21. 1
rupture of 4 method f design using a modulus of {
5,ned for and • tensile strength ro 21 ,000 PSI , 1 0 cast Iron pipe i
shall Es designed for a working pressure 0 through 300 PSI for laying condition
• B and 5 feet of cover.
14" through 24" cast Iron pipe shall conform to the above specifications except
designed for working pressure 0 through 200 PSI , and 24 ' pipe shall be thickness
Class 23.
Ail oast iron pipe shall he cement lined and sealed In accordance with ASA
Specification A21.4-1964 (AWWA C104-64), 4" through 12'' pipe shall he 1/I6"
cement lined and 14" through 24" pipe shall be 3/32" cement Iined.
The Pipe joints shall conform to ASA Specification A21 . 11-1964 (AWWA C111-64) .
Pipe joints shall be push-on and/or mechanical as required by the Sid Proposal
• description.
C. Ductile Iron Pipe
Ductile Iron Pipe shall conform to ANSI Specifications A21 .51-1971 (AWWA C151-71)
;rage 60-42-10.
i
Ductile from Pipe shall be cement Ifined and sealed in accordance with ANSI
Specification A21 .4-19 (AWWA C104-71) , 4" through 12" pips shall be 1/16" cement
lined.
The pipe joints shall conform to ASA Spec, ication A21 .11-1964 (AWWA C111-64) .
Pipe joints shall be rubbe, gasketed push-nn and/or mechanical as required by the
bid proposal description.
Pipe thickness class shall be as required by the bid proposal description.
d. Pipe Fittings
Cast iron pipe fittings shall be Class 350, Cast Iron, (C. I .) as Per ANSI Specifi-
cation A21 . 10-1971 (AWWA CI10-71) . ,
Mechanical joints shall be as per ANSI Specification A21. 11-1964 (AWWA CII1-64) .
Flange joints shall be as per ANSI B16. 1, with 125 Pound drilling pattern. :
e. Gate Valves 3" through 12"
-
Gets valves shall be cast Iron bad ,. non-rlsing stem, full bronze mounted with
double disc gates. All valves shall .e designed for a minimum water operating
.1 pressure of two hundred (200) pounds per square Inch and shall conform to A.W.W.A.
Specification r.-50n-71 end any subsequent mudificetlon 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 14. Mueller,
Kennedy, Pacific States or U.S. Pipe Metropolitan Valve,
CA TS-2
111 r
4
1► �
SPFCIAL TECHNICAL PROVISIONS
TS-�i GENERAL STATEMENT
consuction, Special Technical Prov
conditions isions, Is devoted to features of on-tre-s to
cond which are peculiar to the facilities to be constructed for W-429, ac' ,
a9 to mt. nlivet Tank Transmission Main.
Articles, materials, operations, or ,methods mentloneu hereln or indicated on the
• drawings as being required for the project and shall provide eachshall be Provided by contractor,
cnndItlons stated
Item men nitloned or indicated • perform according to the
in each operation prescribed, and provide therefor all necessary
labor, equipment and incidentals necessary to make a complete and operable .. 1
Installation.
1 No attempt has been made in these Specifications or plans to segregate work
covered by any troop or subcontrect under on► specification. Such segregation
and establishment of subcontract limits will be solely a matter of specific agree-
ment between each contractor and his subcontractors, and shall not be based upon
any Inclusion, segregation or arrangement in, or nf, chess specifications. The
contractor all subcontractor in each case Is warned that work Incluaed in any
a subcontract may he divided between several general specifications, and that each
general speclf;catlon or suh-head of the technical specifications may Include wort
covered by two or more subcontracts or worl•, in excess of any one suhcontract.
TS -02_ STANDARD SPECIFICATIONS
• All work under this contract shall in gene-al be perfnlmed in accordance with the
applicable provisions )f "Standard Specifications fur Municipal Public ' orks
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, modlfieu, or specified In these Special Technical Provisions.
Items of .vnrk not specifically covered In tnese Special Technical Provisions shall
4D Ln- nerformed In accordance ulth the repulre,nents specified in It A.P••I•A.
Standard Specifications, and in accordance with the City of Renton regui rerx!nts.
T"JIPIPING MRTERIAL4, VALVES, AND FITTINGS ETL.
a. General -
All pip'., Silas as shows, on the drawings, and as specified herein, are in reference
to 'bominnl" diameter, unless uther,iise Indicated.
nne tynn of p;rM as indicated balmy will he considered for this project. All pipe
Shall he fabricated to fit the plan shown on the drawings. one type of pipe shill
0 be used throughout the entire project except as necessary to match existing Dining
or as otherwise specified by the Engineer. Where relocation of or replicem, nt of
existing piping Is necessary during construction, materials used shall match the
existing, suhjact to the approval of the engineer.
All pine, valves, flttlnc,s, and specials shall be fnr water wnrking nre w .re As
4 Juscrihed in the inllowing spncificatlons and plAns and shall conform to Vra rcq,,, .e
hernlnof the Applicable secti+ens of the A.P,V,A. Standard 5Meifi cations. as rwdif i'I
e
w
PUBLIC 'WORKS DEPARTMENT
f Jl UTILITY EN0INEEA14G DivISION • 235 28.71
•
aG 4e MUNICIPAL 80LOING 200 MILL AVE SC RENTON. WA 99055
y4)to SF VTI'I�
CHARLES J DELAURENTI dune 18. 1976
MAYOR
ADDENWH III
to The
CONTRACT DOCUMENTS
4'or W-429, Well y8 to Mt. Olivet Tank ,
Transmission Main
To: All Plan Holders
i
The following change is hereby made a part of the contract document for rnE
• 24" transmission main from Well 08 to the Mt. Olivet Tank, City of Renton,
Washington, as if the same were set forth therein.
1 TS-03 PIPING h117ERIr'.LS. VAL'VF.S AND FITTING° ETf
Sub letter "d. P'pe Fitting}•
•
First sentence shall be changed as follows:
"Cast iron pipe fittings shall be Class 150, C.I." instead of
Class 350, C.I.
• All bidders shall acknowledge receipt of this Addendum No. 1 by signing in the
space provided and submitting the signed addendum with the bid. Bids submitted
without this addendum will be consider#dd informal.
U'Ality Office Engineer
RECE PT ACKNOI&EDGED AND CONDITIONS AGREED TO THIS _y241 DAY OF
—� �- 1976.
l
by
0
L7,.
}
i
SPECIAL TECHNICAL PROVISIONS u...
7
TABLE OF CONTENTS
F T:�
p sAA,
1 Fags
�l
:ens:wZ Statement
TS-02 Standard Specifications
TS-1
TS-03 Piping Material&, Valves I Fittings, Etc. TS-1 4e
TS-04 Existing Utilities TS-4 t":is ..
TS-0�) Clearing and ;rubbing TS-S
TS-0-1 Removal of Existing Street Imfirovemacnt TS-5
PS-0� Trench Sxoavotion, Bedding and Backfill T5_3
# TS-08 Dust Control TS-7
TS-09 Pipe Installation TS-9
TS-10 Excavation and Embankment TS-9
TS-ZZ Restoration of Improved Surfaces TS-9
w TS-Z2 Testing TS-11
JL TS-13 Disinfectwn TS42
TS-14 Cleanup
TS-12
T.945 Tank Revision -TS42
TS-16 Park Gate TS-Z5
7547 i4e.asurement PS-16
a
Y i
F
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/ u�R�:'"'Yti"IIf"`Mwr�, .Y"L'.'.. .... ,.�,'.J4✓flvamr'9/m�,?'R YM:•./'MJYSMMI'Ak^eAR', J Y,. "':..
y
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UlSI' AND MUD COIJi'i�OL
i'he r,•nntmetor ehall br ev4poutible for controlling duet and nut "thin the
pion of limits and , any street which is utilised by his equipment for the dura-
tion of the 2r+jeer, The Contractor ehaZ1 be prepared to use watering
power arreepere, and other pieces of equipment as deemed t.rucke,neeeesan� by the w
Fnginear, to avoid creating a nuisance.
Duet and mad control shall he considered as incidental to the project, and no
Mmpensation will be wade for this section.
r
Complaints on dust, mud or unsafe practices and/or property damage to private
ownere)•ip Ln:11 be transmitted to file Contractor end prompt antic + in correcting
will be required. Written notice of correction of complaint items will be
;or should repetitive complaints be received by the City. called
SP-3f PAYbF,i/P TO THE CC.VTRAMR
�'aymu!nt to to made to the Contractor wiZZ he made i,: th. manner outlined in Section
8 of the Standard Specifications. Payment# shall be mode in Cash Warrants. Partial
payments on estimates may be oithheld ,until .vrk prrmprese eahzAI7es ae aeribed
in STrctian SP-tf of these rpeoial Provision* have been received and approved.
i�
SP-36 bIQDIDATFD DAMAGES
Liquidated (Ivw 7es for failure t& execute the contmet as specified and in
accordance with ,"action B-1.08 of the .Standard specificaticne will be assessed
w a fo Mwer One Hundred Dollare (100.00) per calendar day plus "et of inspec-
tion, supervision, !*.wt expense and court costs incurred beyond said date, The
cost of additional inspection and supervision shall be an amount equal to actual
ealnry cost, plus ona hundred peneent N 00%) for overhead and other +redirect
arpmnsea.
SP-39,AWARDING OP COBTPA(f _
A:.nariing of rort)vet will lre Mood on total sum of the SeheaLte of Pr+cee. No
powtial bids +rilZ bp acc,pted.
SP-3B COBTRACTORR?5 SrTC OFCICii
provide on a:t:: O;rta. (r it : yr r�btAl u$th desk space for inspector and
telephone,
f
;v
I
I
P r.
1=
.`' PROPOSAL
1
TO THC CiTY Or RENTON
WNTCN, WASHINGM10
b�ry
Wntlemn
t
The undersigned hereby certi f .�C_ _that y his exernlnea the :; to �f
the proposed work and h0f6ed and thorou 1
gh y undo-stand the plans,
specifications and contract rwm:ny the work embraced in this imprnvenent, and ^ .
the method by which payeent will be made for said work, rid hereby propose to
undertake and complete the work embraced in this iaproveaent, or as much thereof as
rw can be cump!eted with tht money avail Mle, in accordance with the said plans.
r:
apectfications and contract and the following schedule of rates and prices:
Note: Unit prices for all iteae, all extensions, 4
and total amount of bid should be shown. Showiii h
emit prigs both in writing and in figures. )
S1otatun 41.6 C ' A -
�►
Address -`�,L 2ts-1_/is:,s_,`.�r-_
Manes Of Mem6en of ',rtnershlp: i
ke
OR
U
Name of President of Corporation
Name of Secretary of Corporation / f,' � ���� � ,(�/
4 Corporation Organized under the elf of
With Main Office In State of Washington at
�e
� 1
BOND TO THE CITY OF RENTON
KNOW Alt KN BY THESE PRESENTS: ,
That we, the undersigned
�
f �
as prTnc I'pa 1--and ST. TAUL PI1lE MARINE INSUIIAIiCL C_0 ANY co►poraf{0'n rjinTze7
and existing under }FieTews� fTe 3ta _ MINtiCS�rA a surety corporation, P'
and qualffted under the iews of the State Of G8s n`9T_M__W'� surety upon b,H,ds o1
rontra tors with municipal corporations, as surety are Joir ly and severaily held and
firmly bound to the City of Renton in the penal sue of fyjYU5,]3 O
for the payment of which sum to demand we bind ourselves and sucwaso►s, ire ��
administrators or personal representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of Washington,
the Ordinance of the City of Renton.
M Dat-td at Seattle ,Washington, this �21rd Day of JAIL__I_. 19_7§ _
is
Nevertheless, the conditions of the above obligation are such that:
WHEREAT, under and pursuant to Ordinance (or Resolution) No. Z295 providing for
« _ Pre sct W-429y Well 8 to M,. Oavvr an Traneetun
rwhTdi con roc s r* erred o re n an s_ffiougrl aka i
hereto), and
w
WHEREAS, the said principal has acceptAd, or is about to accept, the said contract, and
undertake to perform the work therein provided for In the mannir and within the time '
set forth;
NOW, THEREFORE, if the sold MORIO UTILITIES, INC.
w small faithfully ,perform all o1r the prov s ons of sa can racT7n�ner en w - _
in the time therein set forth, or within such extensions of time as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and material , men,
and all persons who shall supply said principal or subcontractors with provisions and
supplies for the carrying on of said work, and shall hold sold City of Renton harmless
from any loss or damage occasioned to any person or property by reason of any careless-
ness or negligence on the part of said principal , or any subcontractor in the perfor-
mance of said wort , and shall indemnify and hold the City of Renton harmless from any
damage or expense by reason of failure of performance as specified in sold contract or
from defects appearing or developing in the material or workmanship provided or per-
formed under said contract within a period of one year after its acceptance thereof by
the City of Renton, then and in that event this obligation shall be void; but other-
SO wise it shall be and remain in full force and effect.
•yi
APPROVED as to legality: ntnIIlpjZ rI rFJ1� ixv
Approved: ve ru
_� [IRA 6 sal
T1''�.�J
MLNX
Carol L. Bernard, Attorney-lo-fact
r
1 Y
11
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i
If%.M.l W.A"Vft,OMr I J}.
CERTIFICATE OF INSURANCE
eUILPIN NO. 1, i
Pvt
M»!+I R! bwwY.aMV.Ulf
1% C.erhflcWe Issued To: CITY OF RF.NTOH
new
PUBLIC WOR%S DEYARI'itiN'I ,.....,r ✓ w .n.r rw f
MUUICIPAL BUILDING
200 HILL AV..NUE sOIR'N
RENTON, WASHINGTON 98055 .�
t
3
1i Nonw of Insured, D10RIO UTILITIES, INC.
and as respects the project described below )
CITY OF RENTON, WASMINCTON �•• ;
I
This is to certify that the insurance indicated hereunder ho; been issued and it it full fora and effect
� on the effective dote of this urHficute.
AMOUNTS Of LIMITS COVERAGES PROVIDED Wit'
1. $250/500,000 - Bodily Injury COMPREHENSIVE GENERAL ANJ AUTO LIABILITY
250,000 - Property Dan.age AUTO LIABILITY e
40
j 2. 250,000 - Property Damage GENERAL LIABILITY - BROAD FORM 1
#:
3.
4.
NAME 7f INSURANCE COMPANY POLICY NUMBER EXPIRATION DATE
1. V. S. FIDELITY AND !1UARANIR COMPANY !D' 9989 July 1, 1977 I t;
I
2. UNDERWkITEPS AT LLOYDS, LONLON 32-i424 and Renewal July 1, 1977
(through C. V. StArr d Co, j Thereof
3.
4.
Description of item, location, or project to which this certificate applies:
Project W-429, Well 8 to Mt. Olivet Tank Transmt:,sfon Main, Renton,
Washington.
. Ten 110) days' written notice of cancellation or reduction in amounts of insurance shall be given to
the above named holder of this certificate.
Dote of Issue: July 23, 1976 BEESON Company, Inc.
By. �f �� aT--✓'�
250 Central Building
Searne,Veashington 98104
6226330
e
M . BID BOND
AM
I
KNOW ALL MEN BY THESE PRESENTS.
That the undersigned Principal aivi Surety are held and firmly bound unto
CITY OF RENTON
as Obligee in the penal amount of the deposit specified in the a , for bids the pavment of which the
Prirwipal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
lomtiy and severally, by these presents.
The condition of the obligation is such that if the Obligee shall make any award to the Principal too
9 WATERMAIN INSTALLATION FOR WELL /B TO MI. OLIVET TMK
_ WATER PROJECT NO. W-429
according to the rerms of the proposal or bid mado by the Principal therefor, and the Pnncipai shall r,
duly make and enter into a contract with the Obligor: in accordance with the terms of said proposal I �.
or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties 1
approved by the Obligee, or if t ..! Principal shall, in case of failure so to do, pay and forfeit to the
OL•hgee the penal amount of the deposit specified in ,he tail for bids, then this obligation shall be null
arid void, otherwise it shall be and remain in full for(v and effect and the Surety.hall forthwith pay
and lorfett to the Obligee, as penalty and liquidated damages the amount of this band.
SIGNED, SEALED AND DATED THIS --__June 23, 1976
1
PRINCIPAL ETY:
57. Y PIRE3 b MARINE INSURANCE MANY
RL0 IO I1 LTI ES. INC.J_ _.__ _— �--.--
i
f By - BY
' A rtwnevmF�rl q
John C. Reeaon
r 33 f
1
w
810 BOND FORM
Herewith find deposit in the form of a u fied check, cashier's check, cash, or
bio bond in the amount off " _ALWr+Airh amount is net less than five percent
w of the total bid.
Sign Here
DID BOND
Know All Men 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
4 Dollars, for the payment
of which the Principal and the Surety bind theacelves, their heirs, executors ,
administrators. successors and assigns, jointly and severally, by these presents.
ROM!
0 The condition of this obligation is such that if the Obligee shall make any onward
to the Principal for
accrrding to the terms of the proposal or bid n61e by the Principal therefor, and the
Principal shall duly make and enter int+ a contract with the Obligee in accordance with
the Levis of said proposal or bid and award and shall give bond for the faithful per-
formance thereof, with Surety or Sureties approved by the Obligee; or if the Principal
shall , in case of failure to do so, pay and forfeit to the Obligee the penal amount, of
the deposit specified in the call for bids, then this obligation shall be null and
• void; otherwise it shall be and remain in ft'.1 force and effect and the Surety shall
forthwith pay and forfeit to the OAliuec , as penalty and liquidated danages, the
anount of this bond.
t
SIGNED, SEATED MOD DATED THIS GAY OF 19
46
n`cTps —
i
r ore
40 Reoe;ved return of deposit in the sum of f
:i lip
A
TS-17 SPECIAL 72MICAL MMISJ M/ AWZNDUM
A A. Sanitary Sever Revisiona in the Cedar River Park
The Contractor shall pnr:orm all worl•. as directed in the plans including,
sanitary sever plugging, manhole filling, now sanitary sewer installation
and restoration. 411 work shall proceed as outlined in TE-11, i.e. con-
cerninq all park restoration. The new sanitary sewer shall be laid and
A tested as outlined in the Standard Specifications, Section 60 through 70. 1
j�
All sanitary sewer revisions shall be paid for at the applicable contract ; ;}
price lump sum, payment ut which Stull include full compensation for all I �t
excavation, trenching, foundation prensration, compaction, pips, pipe �.
laying, corrections to exist:nq structures, utilities relocation, park. -
A restoration, grout, and including all incidental work necessary for a
complete installation. The only items paid for in separate units are
select trench backfill and asphalt restoration.
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TS-17 MEASUREMENT ANO PAYMENT
Q. Removal of Pavemert
The contract price per lineal foot ror ''installation of water main" shall include
full compensation for sawing, cutting, or line drilling, breaking and removing
Oil types of thicknesses of Pavement encountered In this project.
Neither separate nor extra payment of any king will be made for storing, handling,
t hauling or manipulation of rsmnved pavement.
p. Tank Pavisions >..
All tank revision work shall be paid for at the applicable contract price lump }
sum, payment of which shall const!tute full compensation for all Iron and steel {
t fabrication, excavation, trenching, foundation preparation, compaction, pipe, '
Pipe laying, connection to existing pipe and structures, welding, pea gravel ,
oil sand remove! and reinstallation, excluding concrete blocking, and including .„_..
all Incidental work necessary for a complete Installation.
g. Park Gate -
t The price par item she11 be full compensation for fabrication, painting, placing,
adjusting, pavement replacement, and all other work necessary for a complete
installation.
r . furnish a Install Air Vacuum Valves
" 1 Air vacuum valves shall be measured and paid for at the applicable bid price per
each, complete, which shall be full compensation tor furn!shing and Installing
all items and materials Indicated do the standard detail .
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T9-11 MEASUREMENT AND PAYMENT
f. Furnishing and Installing"te Valves
�7. 12" and larg..r gate valve assemblies shall be measured and paid for at the applicable
unit price per each, In place, complete, which shall constitute full compensation for
valve, bypass valve, corcreto vault, steps, and conc. valve marker, 6" or 8" gate
valve assemblies, valve, valve box with extensions, if necessary, and conc. valve
marker; and all other necessary accessories for a compute installation. Hydrant
auxiliary valves will be paid for underFire Hydrant Assemblies.
t�
g. rurnish and Install Butterfly Valves
Butterfly valve assemblies shall be measured and paid for at the applicable unit
price per each, in place, complete, which shall constitute full compensation for
valve, vault, steps, valve markers, and all other necessary accessories for a
t ' compute Installation.
h. furnishing and Installing Fire Hydrant Assemblies
Fire Hydrae assemblies shall be measured and paid for at the applicable un,t
prise per each, In place, complete, which shall constitute full compensation for
r ' tee, valve, valve box, spool , fire hydrant, shacklling, Installation of blocking,
bracing, drains, fittings, and all other necessary accsssories for a complete
installation, including paint and two concrete guard posts.
' 1 . Furnishing and Installing of Fittings
s ' Furnishing and Installing of fittings shall be incidental te, the contract.
j . iurnishinq and Installing of Concrete Blocking
Concrete blocking shall be nessured 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.
k. Furnishing and Installin of Shackle Rods
Furnishing and installing of shackle rods shall be Incidental to the contract.
a
1 . furnishing and Installing W. Cold Mix Asphalt
furnishing and Installing rtf fold Mix shall be Incidental to this contract.
M. Resurfacin o/ As haltic Concrete and Portland Cement Concrete Pavement and
B�tum no us ur ac• reatment
Asphaltic concrete, Portland Cement foncreta Pavement and Bituminous Surface Treat-
ment notching "It be measured and paid for at tF,a applicablt contract price, per
ton, payment of which shall constitute full compensation for the resurfacing com-
plete, Including subgrade preparation, preparation of and connection to existing
pavements, base course, tack coat, finishing and all necessary incidental work.
n, Crushed Rock Surfacing Material
furnishing and installing crushed rock surfacing shall be incidental to this contract.
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T;-t5 T-- -_Aw REVISIONS
i
Shop prime and power tool clean In fled all Iron end steel .cork on
... , eetarior of tank, Primer paint aha; i be a phenolic resin, S
TT-P-926, Type IV. oec, :
TSy__16 PARK GATE
A steal pipe gate shall be Installed across the driveway Into Well M8, replac ;nq
6 the existing chain barrier. The steel pipe gate shall be fabricated from
Schedule 20 steel pipe per AWWA C201 , and from 1/4" steel plate per ASTM
A-283-C. The gate shall be primed and painted, supplied with a Icck using the
City master keys. Submit slop drawings for approval before fabrication,
TS-_MEASUREMENT AND PAYMENT
e
•. General
'Jnit or lump sum bid prices for all Items shall Include all costs for
equipment, material, testing, relocation labor,
and modifications to existing utilities,
and all Incidentals nacevsary to make the Installation complete and operable.
a b. Clearing and Grubbing
Clearing and grubbing of the project site shall be Incidental to tills contract.
c. Furnish_ing and Installing Select Trench Backfill Material
® The rice P per ton shall be full canper.atlon for selecting the source. fu rnish;ng,
hauling and placing the material as outlined in Section 73-2.08 of the Standard
Specifications. No separate payment of any king will be made for compacting,
wetting, drying, water, processing of materials, or removal of unsuitable soils.
` d. Installing Tyton Join[ Water Plpe, Cast or Ductil♦ Iron
lho price per ilneal foot for Installing of Tyton Joint water pipe, site and
quantity I !►tad in CM bid schedule, shall constitute full compensation for the
beckfill
water line, ;n place, complete, including: All pavement ramnval , excavation,
tng� , foundation preparation, compaction, pipe, pipe laying end
jointin g; Plpe blocking, special shackling and bracing; sheeting, shoring, ar,d diawaterinexcluding c fitting, connections to exist"y piping, all surface restoration
excluding crushed rock resurfacing, concrete, asphaltic concrete resurfacing,
and Including furnishing and Intitall ;ng all fittings.
•. InstaillU-!echsnlcal Joint Water Pipe, Cast or Ductlie Iron ,q .
The price per finest foot for and Instailin
Joint water Pipe, si
and quantity listed In the bid schedule, shallf constitute lfull compensation for1e
the water line, In place, complete, Including: all pavement removal , excavation,
trenching,pbackbill , foundation preparation, compaction, pipe, pipe laying and
olnt;n g, special shackling and bracing; sheeting, shoring, and
dewstering, fitting, connections to axistl,g piping, all surface restoratiun
excluding crushed rock resurfacing, concrete, asphaltic concrete resurfacing,
and Including furnishing and Installing all fittings.
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TS-15
TS-115 TANK PEVISIONS (CONi--------------
.j
c- Installation
Pipe Inlet
Cut 2`9" x 3-9" hole In floor plate. Excavate to arput 20"under ring wall . Keep excavated wall vertical , Do not under-
mine adjacent floor plate.
» Excavate trench out-side ringwall radially to 20" below wall .
Make up 5' length of 12" D. I . pipe adapter, and 90' bend. Instal ?
under ringwall . Set 12" spool on bend and adjust pipe to correct
elevatlon for meeting existing floor.
t Pour concrete block behind 90' bend against undisturbed soil .
0ackf111 with pea gravel to 4" below floor. Use hand mechanical
tampers and compact from inside and outside ringwsll simultaneously.
Finish backflll with 4" of oiled ono.
t
Set floor cover plate and weld to 12" riser spool and existing floor.
Catch basin
Cut hole In tank floor adjacent to new pips inlet and excavate
I foot. Set catch basin box backfill with send and mechanically
compact. Install closure strip.
A grill shall be installed over the box, In such a manner as to
drop In place.
2. New Manway
Install as located on drawin
thick. 9• Existing tank
shell plate Is 0.92"
Curve doubler plate to fit shall radius.
Provide hinge and handle on cover plate. Submit shop drawings for
approval before fabrication. Include 26 - 3/4" x 2-1/4" bolts and
nuts and gasket.
3. C-tend existing Slit Stop
* Install flange on existing silt stop. (This may be done in shop.)
Fabricate 20" steel pipe spool 3/16" well, 5, long and Install on
silt stop.
4. Clean Up .... ...
Do not allow Gebrls to accumulate In txnk during construction. fff
Limit working area inside tank to minimum.
After completion carefully clean work area and sterllise by hosing ?
with chlorine solution per Section 5.3.3 of AWWA Standard Di92.
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TS'i5 TANK REVISIONS (CONT.)
b. Cathodic PrdteCtldn
The tank has cathodic protection Installed. Coordinsto all work with the Renton
Department of public Works, UtlIIty Engineering, tc avoid damage to the installa-
tion and hazard to personnel ,
c. Welding
All work shall be In accordance with AWWA Standard DIOO-73 and the fallowing
requirements: ' -
Electrodes shall be CI•%% FYM.
Welders shall hold current ASMF Certification for we!ding pressure
vessels.
Surfaces to be welded shall be ground or sanded to bright ,natal .
Ali welds on the tank bottom shall be vacuum tested with • partial
vacuum o+ at least 2 psi .
All welds In the now manway shall be checked for cracks ty the dye
check method.
Contractor shall supply all necessary test equipment, i
d. Revisions
I . New 12" Pipa Inlet and Catch Basin
a. Description
4
Install new 12" pipe Inlet as located on the drawing by tunneli, g
under ring wall and connecting to the stem floor plate. install
3' x 3' x I ' deep catch basin adjacent to now pipe Inlet.
b. Materials
12" D. I . Pipe Cl 6 per A" Standard C l5i with cement lining per
AWWA Standard C104.
Cast Iron Fittings per AWWA Ctandard C.I10
12." 9n• Bend FI .
12" Adapter MJ x Ft
Steel Pipe Fittings per AWWA Standard C271
12" Steel pipe spool fl . , I/2" wall
12" Steel pips 4 piece 90` Bond Fix PE 3/16" wall
' Spool only coal tar enamel costing.
Bolts and accessories as required.
3' x 4' x 1/4" steel cover plate for tank floor.
1/4" steel plate for catch basin box with I" x 1" x i/4" angle
1 for top.
Steel plate materials per AiTM A-283-C
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i5�1L_ TESIING lqONT�
cil equi Anent necessary to make the tests shall be furnished by the contractor,
and the contractor shall corduct all tests under the supervision of the Engineer.
Any blow-off assemblles which may be required for testing shall be supplied by
the Contractor.
b. Pressure Test
Prior to acceptance of the system, the Installation shalI be subjected to hydro-
static pressure testing as per the Standard Specification for Cast Iron Pipe
only. Any leeks er imperfections developing under said pressure shall be remedied
by the contractor before final acceptance of the system. the contractor shall pro-
vide al necessary equipment and shall perform all work connected with the tests
7 and conduct said tests In the presence of a Utilities Department Inspector.
Ins^-far as practical , tests shall be made with pipe Joints, fittings and valves
exposed for Inspection.
c. Leakage Tests ,
Leakage tests shall be made after the pressure test has been satisfactorily
completed on the now pipeline or concurrently with the pressure test. The hydro-
static pressure for the leakage test shall be equal to 100 psi . '
TS-13 DISINFECTION
i Disinfection of the new water system shalt be required prior to completion of the
project and shall be in accordance with A.W.W.A. Specification C601-54 and
Section 74 of the A.P.W.A. Standard Specifications and shall meet the ..ccectance
of the State of 'Washington Department of Health. The Initial concentration of
chlorine in the line shell 51 50 parts per mill ;on 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, valves and
appurtenances, is required to conform with the specir icatlons stated herein.
TS-14 CLEANUP ®`
During the tine that the work is In progress, the Contractor shall make every
effort to maintain the site In a neat and orderly condition. 0.11 refuse, broken
pipe, excoss excavated material , broken pavement, etc. , shall be removed as soon
as practicable. Should the work not be maintained in a satisfactory condition,
the engineer may cause the work to stop until the "clean-up" portion of the worx
has been done to the satisfaction of tire owner and/or the engineer.
f TS-15 TANK. REVISIONS
a. General Description
This section covers revisions to the existing Mt. Olivet steel tank. All work
shall conform to this specification, the drawings, and to AWA Specification
D100-73. Original erection drawings may be examined at the City Department of
Public kirks. Locations of new Items shown on plan are approximate and will be
field revised as necessary.
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S-II p/_;5!�RATIOtI E IM?.ROVED SURFACES (CONT.)
a
;1 shall continue untlI the required finish surface and density is obtalmad. The
W w crushed rock shall be compacted to at least 100 percent maximum dry density at
optimum moisture content. Water shall be added as necessary during blading and
5 rolling operations to obtain the required compaction.
h- Portland Cement Concrete Pavement
•�
40 Conform to sub-sectlon 54-3-03 of the Stando,d SPecificalions. Compact the sub-
grade with mechanical tampers to 95% of maximum density as determined by ASTM '
Designation D698, Method D. Use Class 6.5 (1-1/2) M.E.S. concrete, sane thick - ..
noes as original concrete. Complete patch with Class 6 asphaltic concrete to
match existing section.
I . Cedar River Park Restoration
(1) The Cedar River Park Is a busy public playground and disruption shall
be minimized for users of this public park.
(2) The Contractor shell complete the pipe line and vault Installations
I within one weak period, within t; limits of the grass areas adjacent to
the ball ilelds.
The track areas and all damegad lawn areas shall be resodded with a premium
general lawn sod: 70% "Merlon" bluegrass and 30% "Creeping" Red Fescue by
•velght. All sod shall be one year old and dense with grass having been .ry.
cut 1 Inch prior to Installation. It shall be vigorous, dark green In color
and free from disease and harmful Insects. The sod shall be placed In 4he
ditch after proper filling and tomping. Six (6) Inches of an approved top
soil shall be backfilled Into the trench before sodding. The new sod shall
match the adjacent grade of the playing fields and shell be free of bumps
puddles or damaged area,.
(3) The Cedar River Park area has In place s P.U.C. plastic Irrigation
system. It will be the Contractor's responsibility to restore all damage
to this system. With proper not 'co of one weak, the Park nepartment will
expose and cap the sprinkler lines In tht construction area. This mint be
closely coordinated with the Park Department In order to avoid dsmsge to
the Irriget'un system. All sprinkler heads In the vicinity of the Con-
tractor', working area shell be flagged. 'he Contractor shall be responsible
for err damaged heeds. ,
(4) Areas of work will he limited to within a 10' wide open along the pipe ka
Ilna alignment. Storage of equipment will be limited to the Paved areas
vnder the large maple trees, behind the guard roil . All ditches must be
backfilled at the and of each day.
TS-12 TESTING ; p
p
a. General
1 •r i(
Hydrostatic pressure and lelIPW tests on the new pipeilne shall be made In actor-
dance with applicable provl5ion5 of AWWA C-600-54T or C603-64T and Section 74 of :
the A.►.W,A. Standard SpecificaiIons, except es modified herein.
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Ts-II
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2• MIN FINISHED GRADE
SHALL INCLUDE f
HYDRANT EXT ! I
WHEN NEEDED j .
• OLYMPIC FNDR`:
-OR EQUAL Cl
wLVE Box
t
6, C.I. SPOOL
-6` GATE WLYE VL• MJ)
3/44SHACKLE R
_ ODS -gQNC
BLOCK ING- , J O BLOCKING
L
1 1/2•WASHED GRAVEL X• 60 TEE J•FL)
160 40 CONC BLOCKING
--HYDRANT
HYDRANT GUARD POSTS SHALL.
BE STATE OF WASHINGTON DEPT 2.
POF RECAST W CONCRETYS IEN GUARD RAILR 2 - +- - �I
POSTS.
TWO(2) vUARO POSTS (MIN.) SHAH. QGUARO WET tTYR O
BE SUPPLIED AND/OR INSTALLED.
BY ITIONAL ENGINEER FOR MAN B
OROPTIMUM PROD
TECTION FROM VEHICLES.
ALL FIRE HYDRANTS AND GUARD
POSTS SHALL BE PAINTED AS
DIRECTED BY ENGINEER
STANDARD DETAIL
1 FOR
HYDRANT ASSEMBLY a
HYD GUARD POSTS
4
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RCN 20 57ETL PiP , �'OAC Fl�tEii LOCK MECHM'y+/
E,vCtvSFJ
(r aA GAT! mF�PCW /.v 5%EE4-
,�"D/A SCK 20 vZ7,4 v/ter' kox
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�ro�cstsl $�tef act*,
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STANDARD DRAWINGS
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Contracts Other Than Federal-Aid
7 of 7
IN WITNESS WHEREOF, the City has causea these presents to be signed by its
Mayor and attest ay its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above written.
CONTRACTOR CITY OF RENTON
�_� w
ras .nt ATTES j
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recreU ar '
' ty er
s'• Diorio Utilities Inc.
Orporat on
A Washington Corporation
I
State of Nshington License eDi-Oh-IU-•za1Jq
City Of RantOn License W-2773-76
Approved as ! City Attorney
I Gemard
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4
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Contracts Other Than Federal-Aid
6 of 7
obligated to take immediate stPps to correct and remedy any such defect,
fault or breach at the sole cost and exoense of Contractor.
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9) The Contractor and each subcontractor, if any, sh')1 submit to the
City such schedules of quantities and costs, progress schedules, payrolls,
reports, estimates, records and miscellaneous data pertaining to the
Contract as may be requested by the City from, Limy,, to time.
10) The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of the Contract, including the payment of all
persons and firms performing labor on the construction project under
this ;ontract or furnishing materials in connection with this Contract;
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
,
'1'twuaand '11ro Nundzad riv_,_p0llua [ 33/lOG �Slp2 20f.33)
w tc 3nc udes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"general conditions" of this Contract.
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Contracts Other Than Federal-Aid 5 of 7
notice as heretofore specified shall be giv.n by personal delivery
thereof or by depositing same in the United States mail , postage prepaid,
certified or registered mail .
s w 7) The Contractor shall coamence 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 120 working days
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 be
.r
`. . the sum of _ mane Hundred Dollars i no/100 ;y100.00)
as liquidated damages (and not as a Penalty) for each such day, which
shall be paid by the Contractor to the City.
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 Corcract shall relieve the Contractor of liability in respect to 1
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damu.,e to other work resulting therefrom; which
shall appear within the period of one (1) year from the date of final
acceptance of the work, unless a longer period is specified. The City
4
will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall he
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�. Contracts Other Than Federal-Aid 4 of 7
5) Contractor agrees and covenants to hold and save the City, its officers,
I
agents, representatives and employees harmless and to promptly indemnify
sane 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. "his hold harmless and indemnitication
provision shall likewise apply for or on account 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.
9
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,
pro-isions and agreements hereunder.
6) Any notice from one party to the other party under the Contract shall ,
be in writing and shall be dated and signed by the party giving such
notice or by its duly authorized representative of such party. Any such
+� r
Contracts Other Than Federal-Aid 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless within te,, (10) days
after the serving of such notice, such violation or non-compliance of
any provision of the Contract shall cease and satisfactory arrangement
for the correction thereof be made, this Contract, shall , upon the
expiration of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
i
provided, however, that ;f the surety within fifteen 15 dais after
the serving upon it of such notice of termination does not perform the
Contract or does not commence performance thereof within thirty (30)
days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract or by any other method it .nay deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
liable to the City for any excess cost or other damages occasioned the
City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equipment, plants
and other properties belonging to the Contractor as may be on site of
the project and useful therein.
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4) The foregoing provisions are in acdition to and not in limitation of
i
any other rights or remedies available to the City.
`4
f
i Contracts Other Than Federal-Aid 2of7
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in suck, 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,
all of which are component parts of said Contract and as fully a part
thereof as if herein set out in full , and if not attached, as if
s5
hereto attached. l;y�
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) General Conditions
e) Specifications
f) Mapc and Plans
g) Bid
h) Advertisement for Bids
i) Special Contract Provisions, if any
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 )�
time specified in this Contract, or any extension in writing thereof,
or fails to complete said work within such time, or if the Cortractor
shall be adjudged a bankrupt, or if he should make a general assignment r _
for the benefit of his creditors, or if a receiver shall be appointed
On account of the Cnntractor's insolvency, or if he or any of his
l �
CONTRACTS OTHER THAN FEDERAL-AID l of 1
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THIS AGREEMENT, made and entered into this 3 AID
pday of A UGU5f lg yb,
by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and UiCrio
ytilfciae Inc, a Washington rorp, . hereinafter referred to as "CONTRACTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within 120
working days from date of COMInencement hereof as required by the Contract,
of which this agreement is a component part) perform ., i the work and
' I
services required to be perf—med, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation serklices necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in cannection with the City,s Project (identi led is No. W - ale
for improvement by construction and installation of: Transmission
Water Main - Wall ae to Mt. Olivet Tank-
All the foregoing shall be timely performed, furnished, constructed, ;o
installed and completed in strict conformity with the plans and spec- (
f
ifications, including any and all addenda issued 4 tht City and all l
other documents hereinafter enumerated, and in full compliance with all `
applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It it "
r further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished
i
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,, SCiO:DI/L£ CY PI US (CONT.)
NELL s8 TO MT. OLIVET TANX
TMNSMISSIOM MATED MAIN
W-429
Ai PROX.
UANTITY UNIT TCr,'AL
OESCAIPTION PRICE PRIrr
♦ FUMtsh S Iestall Asphaltic
Coeor to Sur[aw�,F✓�,aatDor�ation '
$ V, OL s"E'/
Ppr 'Ion (MbrLa)
1CO C.Y. PArAl" S IAstall concrete
• 111 claq i
" 1 Ea. Pt:Ynieh a Inrtall A Pipe Gate for I1 PS Drl eer�y� � y
• a'S� � Ll�i6h, S >oo,DD s v. r.ti
Parch
�r oh '�-----
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7
SUBTOTAL
• S f r7r'Salea Us St 3G• .� 3 s'�~ i
TOTAL SCMEDULE ,�„�• S /O /uiT.
/P;Z ,JCS• 77 ) .
TI1F. UNOERSIOip,U ArWn !$MM ACULS TO START r NSTRUCTION WORK OW THIS PPOJECS [P
• AWARDED IIIM WITHIN TPD (101 MYS AND TV L(h1P1X X THE MARK WITHIN C1NE NUNDPED TWC:TY
(120) CONSECUTM rjyVM•a GAYS rgM OATS.i.,ti� EES[X)'LQITICW. •. .
DATk:D THIS -,j DAY OR _• 19 J�
SIGNE
T ITLLD
aDGRESS_�Zs��re�L�- ._. sO•-�CC.._�_Q�
� TELYPH^vNE
40
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WOL[ or FRIC1s9 (Com
TRWRO SEZON WTsR MR11.
N-ti9
1! �
►PPkQX, UUIT ..TG.L
ITCH 2UAMr17y DC{C'R.IPTICw PRICE PIRIU
j
'�. SA Lr. Furnish a install 5" 01
salter main Clsas 2 I ,
��� 5 S Zf
UMu oO
Ll Nwt ra7 qures j.
l 1 Ca. Iyratoh { East 0 l 6" rate
Valr} and ValN 80�yr
Fes^ 1{oh .k
11. 3 So. Ferrdsh a install 5-1/4" Corey {
lype Flry ante lispI
^ .+s Stlf4.iQ6E@ �!
Per inch
12, lrlep Ste Furnish 6 Install Nov Manvay
in Kt, olivet rank
Far lAwp �ivf
M 13. Lump lb Furnish 6 install Nov Ptping
Conneatlons and Mixc. vcrk in
Mt. ivet T dd
Y�i po(f� d ..______
LSFr� E
, . 1,=p 6m Furnish a Install Sanitary '
Seeer Raeisions ,t Coder River it
YEA 4�_ S � o ' S•�--gCro off• {�
r Lwp 5� 11
! 1,6OU Ton Furnish 6 Install Select Tre.ich
{sck 11 Me 1o3f
S eep o u
Par Son
2` Tor, Furnish A Install MC Cold Nix
T AsphaltRestoration
_
Y 7= Y
Par Ton
17. l Fa Furnish L install 6" Aix Vacuuw
! Relief Volvo Asseably ;I
ver ea �y��2.l�ess�
4CMwULA or PRIG"
IRLL 12 TO MT. OLIVt? TANK
TWANISSI(AI NATPM MAIN
"49
Unit Prices foe all itmea, all sad;ansiO'la, and total Yount of bid nuet
be shown. show ua(t prloas both is words and fiqures &Ae where corfl.ct occurs
the written or typed words seal: pravail. p
�.. �Y 07(3T TOTAL
l .--- D�&&: ';PrIG• PRICr PR1CI
1. 911 L.P. PuPAish and Install 24" DI
Nat" NaiA (TJ) Class 1
`e�f.12 nu E .90 11'�L•fl
Per Li Poot (Nord*) (Piqures)
�. 66 L.P. PWRish a :*stall 24" DI
Na G`V) Cia�ots�2�
• apse Poot`-4ii�L4i�
3. 160 L.P. ►2mish a Install 24" DI
a Matmr. (TJ) C
�pw Lisaa Foot
ss
•. Id L.F. Pusnish a IAsla1l 16' DI
Itetar 31s' (T ) clap 2
ter LLA&I post
s r' ' E_li�i_�Qct7
i •
07, L.P. FrtiSSU • IMtnll 32" 01
A,star�Naia ).Class 2
+rt �. ls,hC�.__ 5 %1�c� E.. SI�.s P vc�
Poo L wl Pont
k
40 `• Ea. Furnish a Install 34" S,ttterr)y
Valve wit Ccak. Vault, �.
s $,&k6 ca E anu),CAO ).
per c(ch��� � ':
7 = La. Furnish a Instsll It' Mutter-
fly Y Pe with Cone) v�'u�Itt
P Iach �•,:L�f.�r^_ E1f'aA u O 9 iYGP o d
s ;a Purnlsh a Install 32" .ate
Valve Aypra*`/ate
• E .asWefLrY'•L<ci�sa�_°
Per Asap
)
•
k }
.i
Y"
ri
Of
PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING DIVISION
$ • 236-2631 I, dY'-
MUNICIPAL BUILDING 200 MILL AVE SC gEN70N, WA ggpgg
N
4rF0 SE VTE�� :�r
CHARLES J DELAURENTI
June 18,
1976 a
MAYOq
'" ADrFND!IM �l
to thm
CONTRACT DOCUMENTS 1
for W-429, Well a8 to Mt. Olivet Tank 1p
Transmission Main
To. All Plan Holders 1 li
I
`j
The following change is hereby made a art of the i 24" transmission main from Well u P contract document for the �I
Washington, as if the same were s8 to the Mt. Olivet Tank., City of Renton,
et forth therein.
I. TS-03 PioING "ggTERIALS, VALVES AND FITTINGS,ITTINGS, ETC. S
Sub letter "d. Pipe Fittings" { u,
First sentence shall be changed as follows:
e!
"Cast iron pipe fittings shall be Class 150, C.I." instead of
Class 350, C.I.
All ti
77
spaceiprovidedaandasubmitting theesigned addendut of this m with the bid. sBids^submitted
without this addendum will be considered inforalat. . x
Ro
Utility Office Engineer
RECEIPT ACKNOWLEDGED AND COND .TIONS AGREED TO THIS
---_ —_. 1976. ---- DAY OF
egg---------------____-� � � �'�
by -
,
1.
i�
METRO
MU"'C'JalKy of TetrOpglitan ryeattle
x
c,.».." June ' 1975
f.O.er Orwwo. „
AI//u:u•;
Su„M 1.4.w
City of Renton
lNrYw n., 200 Mill Avenue South
Renton,
WAe ih..n QtCi, YCV»
,.m
Attention:
Mr. Ron Olsen
Awn. D...,.N Gentlen%n;
s Cedar River Park sewer_ RevisionMIA
+'
We have reviewel the constructions plans for the above
project and hereby approve them, subject =o the following: p +
! • ^� i. Mr. Leo Moralesof this office 5670
gl..,, (phone 447-
nl.».«•, be notified prior to construction. shall
SAAAI e w
ftY,l,,,,,, 2. Metro manhole R10-9 shall
¢ be uncovered all
" MIv.•.,�, structurally sup
ported around or to avoid unbalanced soil loading.
1
3. The connection to manhole R10-o shall rl ,L be backfilled
fY«r l Nen
r until it has been inspected and approved by the M-nicipality.
4. No construction tebria shall be allowed to enter the
C. existing C
',•r ,U ex 42-i n»,.,.. 9 na, interceptor.
I❑ accordance with Metro's Rules and Regulations, it is
cequested that .ae Municipality to furnished with a co
!ni A..". the test results upon completion of the FY of '
r. project.
,.r•«,N.,le.,•..,•. Very truly yours,
""" "'"'•" ,' Pichard S. Page
Executive
" w•^w°•'"�,•... e DI rector
ayt
11i.',,
a..� •..o,..•,.,. . e � ore a ory
J °i ^^••• Director of Technical
s,
TWM:jhd Service
enclosure
cc: Department of Ecology HUD Division of yea1 1� - Attn: Mr. William Speer
Puget Sounc, Couri"c�I1 of EP" - Attn: Mr. Warren Montgomery
CiOVP,Cnitent9
Pioneer Building . 600 ral A,anue Seattle, Washington 981c ' • 447-5pg6
`4
A
t
� I
t
SPECIAL ASTRO -TURF PAD FOR MANHOLE COVERS
FOR ALL PARK AREA
VALVE VAULT'S
I
'AS - TURF' $ PAL COVER
/ BOLTS , 4 EA
PLAN VIEW �� ACCESS HOLE AND/OR
O o / � HANDLE
30"DIA 'ASTRO•TURF', approval
� ea ALLEN
GLUED TO PAC req'd
' , HEAD
NUTS 9 BOLTS ,GALV.
,
z 30" DIA MARINE '�I PADO, CEOS DLICEL LFOAM
PLYWOOD C I COVER
•
�r —C t. BASE
SECTIONAL VIEW
EXPLOL .D • « I
O =(ADJUSTMENT BRICK
ol
VALVE VAULT
SPECIAL DETAIL
ASTRID TURF PAD
Y
CITY OF RENTON
STANDARD SPECIFICATIONS , ._ ..
FOR TURF RESTORATION
this specification .x.vers the following types of turf:
TYPe I - Turf, A M Ictic Field, 70% "Merion" blue grass and 30$
` "Manhattan', nerenn:al rye gross by weight.
Type 2 - Turf, Premium, General Lawn, 70% "Marion", blue grass and
30% "Creeping" red fescue by weight.
Sud shall be one year old with all seed in accordance with City of Renton
specifications. Sod shall be dense with grass having been cut one (1)
inch or lies in mowing height prior to its bei .g lifted from the field.
Sod shall be vigorous condition, darl, green in color and free from
disease and harmful insects.
3
"Merion" Kentucky Bluegrass shall be a certified quality seed meeting:
Minimum pure Seed 2 94
Minimum Germination t 82
Maximum Weed Seed U 0.5
i
Red Fescue shall be a certified quality seed meeting:
Minimum Pure Seed 'T 98
Minimum Germination 90
Maximum Weed Seed % 0.5
5 complete analysis of the seed shall be submitted to the Engineer for
rc•.few, including percent of pure seed, germination, other crop seed,
;pert and weed and germination test date. Ali seed shall conform with
Cheater 15.49 and the e..tire Washington State Seed ' aw. ko
i
TYPICAL SIDEWALK
DETAIL
� r P
r �
1 �
1Q
Score L mes To Be Rodbl To 1 1/7 k 4"E■ponsro0 T_
Cult& Gutter Moller o1 f
W -+Cem Corti Curb$ 4utte,
1/2 X4" Fr T /4"R At Jn nta 3
Danson Mota•rol T 1
1/4'R At Jmnts 3 i- ..(.-_� {
or
3
' -Store Lmes 'I
- H
w W,dlh Of Sloerolk �-'- +- — .-.....'_/
i/2y 4" E.ponvon Materroi
�_',�. I/1k 4' Eaponaron Motenoi
I/4 H At Jomla
I/4 /Ft Slope
1/2-R _1/2 x5' Eaponson Matenal ` -1,4,./Ft Spa
Curb Return Only .,p.,lI 111
�CItit/2'R 1
4" J '•Pavement_ ? J7 _7� r '%. 1�ava mPnr AS Po, PI ns y1
Stondord Cem Con Curb 4
J} !(
a Gutter Info oy
Slondnrd Cem Ccnc Curb I
B Gutter
SECTION A-A
SECTION B-8
GENERAL NOTES '
Where The Sidewalk Is To Be Placed Against The Curb H Gutter, The Joint
T Shall Be A gold Joint Expansion Matt:rlol .mall Be flared At All P T:r d p C's
Of All Curb Returns, And It Shoji Be Placed At Every Fourth Sidewalk Panel
The Concrete Mt. For Sldewolk; Shall Conform To The Requ,rements of
Class 5(1 1/2) The Maa!mum SIu p $hoil Be 31/2".
Page 208 Standard Drawing{
ASPHALT CONCRETE OR IITUHIOUS
PLANT MIR REPLACEMENT PATCH
REMOVE LOOSENIO ASPHALT CUT SMALL ES V(RTILAL A60 IN
. RIM Y(ATICALLY ST.NIGMT LIME AS D1 RE('I0.
I llttlYi A3/HALT PAVEMENT` CONCRETE EXISTING CONCRETE PAVEFEMT
-'�--'- COMPACTED AUSM[0 ROC
A,. •(u SPIN{ AI{II EASE- Ty1E NO. f, WHEN 001tofO
_ —.- If THE ta"IHItM
A" A„
COMPACTED FRENCH {ACM/ILL ^
ASIMALI CONCRETE OE EIIVYINOYS A I T I I N A T E A
PIAMT MIN PAVIM[NT RIPLACEMEYC CUT SMALL of VF4Tl:AL
PATCH
M TNICRYE SS OF [ -13TIM{ ANY IN 'TRAI:HT ,It$
:UT 1,1TM PIfUNATIC PAVEMENT CUTTS* H PAY/MINT PLUS /^AS GIRECTED
EXISTING ASIMALT__� \ % EXISTING CONCRETE
PAVEMENT / PAVEMENT
f XISTIN{ nOf0 #As,--
WHERE IOTM 01 PATCH 11
LESS THAN A•
T *HIRE PATCH It A' ONE \\ COMPACTED Sf LICT HAT[A!AtS
MORE IN y1/TH
COMPACTED TIEMCH AACR/ILL aI
1
_ RIGIL PAYEM[ME YITV ASIMALT
CONCRETE SUN/ACS A L T E A N A T C 1 -C.MENT CONCRETE PAVEMENT- I -
T C P I [ A I P A T C H f 0 A A I C 1 6 P A Y E I I H T
ASPHALT COYCREIE pA {ITYMIYA yf
PLANT MIA AEPLACINC NS' PA TTM EXISTING ASPHALT (OMCRf+I
1" FIN r SUMFACS •.
{ FIM
EYItt1 NG Oil MAL- '
--"- ERWINO EASE
COMPALICO SELECT MATERIAL p,
[OMIACi[0 TAf YCs IACYFILL
I V 0 I C A I P A T C H P 0 A / l E l l I l [ 0 A Y I M t N f
GENERAL MOTE
CONCRETE MIS SMALL ES CLASS NOT SCALE13 A.f lM.E.S. r,
OR (EATSSSh S •I/7) yY ICMt VIR If SPf Spit Lirlt0.
/AVM/MT
":E NS NT CONCRETE CtA{
CVIIF FAR[ f [ 1 FOR IAYlMt YT PATCH'-,
v. PER ,
i • /!A"ASIMALT CONCRETE CLASS 'I" FOR PAVIMfMT PATCH,-,
POVlRlanf PcTchlny
E 1I VMIYOW PLANT MIX TOO PAYEMEMT WIN",
#( PER TON
Standard Plan Na 19
1
��r'4
t
i
,
1
I6
NO. A DAM AT S" O.C.
I
I NO. 3 BAN AT 3 0.C.
is NO. 3 SAR AT OPENMI9
q7 4'S"
BOX REINF
�,� s'�•—•� 3.. 3 IAA- Ids MESH WITH
7L MO 4 OAR AT 12 VERT
N0. 3 BAR AROUND ALL
i' OPENINGS
1 �
• 1
c
_ �• 20" STYROPOAM
r
O
t I
j►201/2" — �_�
I �
NOTE' DIMENSIONS SHOWN ARE MINIMUM STANDARD DETAIL
FOR 24" SUTTfRFI.y VALVE, VALVE FOR
CNAMKR NO. VC - 20 (LUNMRG
CONCRETE CO., INC. , TACOMA), LARGE PRECAST CONCRETE
OR APPROVED EQUAL. BUTTERFLY c
VALV_ CHAMBER
ti �
AMIN
N
OLYMPIC FNDRY
CASTING ona '
WITH TYPE 0
LID ;yo
EQUALCONC kINGS CORSNICK$ j —
a�E
MORTAR (TYP) s 'r
j
\ a I
N
T
-- a l
1
i
PRECAST 4UL1 SHALL dE STANOARD
i[ " VALVE ( (AMBER ( k UNOBERG y
(;ONCREIt CU INC , TACOMA ) WITH - 24"
AODITIONAL SECTION OR i
APPROVED EQUAL
STEPS SMALL BE INSTALLED AT I' SPACING
AND SMALL BE APPROVED BY UTILITY ENG.
STANDARD DETAIL
NOTE FOR PRECAST
DEXPANSICA JOINT MAr I CONCRETE VALVE CHAMBER
ISTYROFOAM) AS REQ'C FOR 12' GATE VALVE
(TYP)
1
� f R
aor ny ►apt,Y 0acwrq
S 6 P n Mrl na ka i �
1 �• TU lrr��`� 'l � Jr
7f.0
O' 7L1D
20 y
+2 250 70
3G
� -:�
[ t 4Atvp
HOC, v JJCs»s tir+y7't r't<rt;•' '�
a � t
e ?4 nyp t 4. '-- r' -•—
9 0
t.?ytsi 8 0t«+w+yM
• a9 G
4 Tv,,"kin
7�0
41
it+ 5J
w ?
0
N 4
s yR
STANDARD DETAIL
FOR
BLOCKING OF CONVEX
VERTICAL BEND
TABix I
Ttlrust a_t p ��}4 Add
TYpiCal Thrust Block Locations
T—IN I0// ties at 474 _"\__•- .l-
n SINr tINO low toes sit
u .£�'
— /..—Iw INo esM1410 1f0 &FAIL
Iw sees l/N \�
700 W/ =31 Iwo oil
Y—W, use W eses INO Y
�wm mw 31r Iwo i
110 30m INO_
INWill Use 2721
_ ew Ism Itme ow 3020 _ _-- r ;,•r,
Ir— w Mm Iww 7610 fo30
Ir 7m IOM
I01o0 IYw
Im uese Iww rm Iwo
no Im00 «708 NS0 1/10 �rr1A
Ir'— w 17/00 —ISEw Issm--i290 yWsYS�loer
too 16w0 20600 11200 3700
72500 13200 6210 _
no Irmo Iwo I2me '720
w
... w__ w --Jb/ 11m0 7270
. too IBM ewes Islas n10
AN 01re some loft Nw
Iso 333r 7790 176010 /0/0
It'— w 11w0 22/w I/100 0r0
• AN mix 36300 19700 tree
Iw PON uo/ time 10f00
r/ m2r Imes 212r low
w uses I2w0 I7000"II700
Iw 32M INw 217w 1Nw
IN 22000 w300 Nw0 I3700 Bea '•, �'
w0 SPI3.) M'w 21700 IN00 !
LIMO '321L0 11-200
130 2f0w SmanIM 1'Ox00 low
• ISO 12000 Sim mow 166w
100 17w/ 670r 66300 10300
-UMGN r &"" or No w6" 2Nw
ISO err r3a 0300 22r00 .•,'
ISO O67r Cxw tls0s 26600 �'
te6 r•2w w.w ueso 1'N00
V---w 03400 1700e wI00-- -1>lioo -)
Ir "no Ism 01301) NIM
IW 6rrw 131M 741000 777w
fw 101000 ISO" 011w u/w
too 1311000 173000 r/4Y) 41100
130 120M 1970w 107000 31300
NU ISmw 11s000 116M 69V0
TABLE II
PA le Pear ina Loada 1n_.kk/S4.
The safe bearing lords qiven in the follwinq table are for i
horismtal thrusts when the depth of cover over the pipe exceeds
2 feet.
s SAFE BEARING WAp
SOIL __ Lb. par bc.Fjy y
Y
*Muck, peat, etc. 0 N
Sott Clay 11000
Sand 2,000
II Sand and gravel 1,000
Sari And gravel cemented with clay 4,000
(lard shale 10,000
•In muck or peat all thrusts are restricted by piles or tie rods to
solid foundations or by removal of muck or plat ano replacement with
ballast of sufficient sta,,lity to resist thrusts.
Blocking Page
... A«
k
P
4) D, CA�ILJITItA1 COUATIONS '
Maximvt u(x•rat lung prose... I.R x Florae operating pressure
Area of concrete (A) - IIM t in pounds = T
Safe Bearing Idd in (Payds/aq, ft,) SBL
MakLNtm lwight of thrust block ("a) peoth o[ trancls jd. � h
Depth of concrete thou'. hlnc7t - 14idth of trench in ta"t)(outside diaueter
of 0ioa in
2
W-d
2
Masia"m length of thrust bl,:k (lL) = 2t Cowre:a
A
0>:a Height me
a Required amount of concrete (cu. yd.)
(Heigh-; x depth a length)xO,u370e-([6xl*sbclxO.03704
E. EXAMPLE
I. PrC-gAmm; Calculation of the as xmt of concrete required t, block a
900 bend in An 8= C.I. rateraain; the nonal operating presc •re in
the pipe Will be 55 psi and the Soli condition in the area indi'. -efi
sand and gravel.
- Maximum operating pressure = 1.5 x 65 • 97.5 psi
. Outside diamate[ of 8= pipe - 9.05 in. - 9.05/12 ft.
- r-O to 'Able I: The calculated wrialm operating pressure is
97.5 psi, the table doe6 not list this figure 61, we take the first
fiqure in sequence being IGO psi
Pnr an 8= wterpipe, having a m&ajm,m aperatinq pressure of 10, psi,
we see that the thrust on a 9Oo bend is 5,e20 pounds.
-Co to Table II: Table II gives the safe beariiq load for sand Md
s gravel: 3,000 lbs/sq.ft.
-Go to ►iqure f, Piqure I indicates the position of the concrete
for blocking the 900 bend
-Go to the specifications Of the pru)ect and find depth of trench (h)
3 feet
Width of trench (W) - 3 feet
With the alxwec rsatmbled information we proceed to the final
calculations:
-Area of concrete (A) g;trust -__ Se20 l.yO aq. It.
safe Bearirq Load 3000
-MAxianm height of thrust bloc[ (afa) - ppptp of GMncn f( = 7w . 1.5 ft.
2 2 2 t
Depth Of concrete thrunt black (Dc)
Width of [ranch i eg4,11q - p tame niYeter..ot Plkm fd]_
2
Z' 9.05/12 = 1.12 ft t
2
-Maaianm length Of thrust block IL,).,- .A '1.2 ft. e
Height of cnno. 1' 2.50
-Nog.ired amount of concrete (/5aighixDepthi,,angtt) a 0.3700
01m x la x De) : O-03704 (L.S x i.2 x 1.171 x 0,0701 • g,uN ".yd.
Blacking Page 2
STANDARD DETAIL FOR GENERAL BLOCKING
,
t ONC HL'�'F. Bli1CKIMG EIZIMG PFoczvu
, 1
pp A. sETICML
of
The amount of concrete required to anchor horizontal bends, tees,
M and dead ends depends an the strength of the ,.oil. The methods of
placing concrete to keep the joint aceessible Is shown in Figure 1.
The area In square fast of concrete which must bear against the
:i side of the trench in found
shown
in Table I by the safe bearing load dofg the escil,as shown st in pounds
sTable II.
- The eising procedure is foi horizontal or downward thrust . `.y.
'o - Height of the thrust block must be equal to or legs than l� he
depth from the grouts surface to the block case.
r - The thrust block bearing phase is approximately rectangular.
The concrete blocking shelf be as per APWA zpaeificetion 74-2.14. {
d - Outside Diameter of ripe in Feet
T e Thrust in pounds at the fitting (Table 1)
'r SRL• Safe Bearing Inad in pnunds, jq, ft. (Table Ill
1 h . Dopth of trench in feet
w • Width of trench in feet
A . Area of concrete which must bear against the #Lie of the trench
in sq. ft.
H.. Maximum height of the thrust block !a feet
Dr. Depth of the concrete thrust block to bearing surface in feet
• Ise. Maximus length of the thrust block in feet
h
W 7f1�XdWJ'
! 11lockiny Page t
1
D A !
a
� 3
1`
u
3
L °
ELEVATION VIEW
PLAN VIEW
(MOT !'0 SCZ.L. E! 1
MATERIAL LIST
r I ( 2) — H 10045 1" MULLER CORPORATION STOP
2 ( 2)— 1" COPPER NIPPLE , 3 " LONG, MALE I P T c MALE I.P. T. .
( 2) - 1 " H1347E CORPONATION STOP 90• COUPLING
2 LINEAL FEET , TYPE K COPPER PIPE
%NuARD DETAIL
FOR
I " 9YPASS ASSEMBLY
FOR 12" GATE VALVE
1