HomeMy WebLinkAboutWTR2700925(2) Steel Main Rep . 84th Ave. S. to 132 .VV--92,5
Correspondence
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\�•SENDER:Complete items 1 and 2 when additional services are desired,and complete items 3 and 4.
' Put your address in the"RETURN TO"space on the reverse aide.Failure to do this will prevent thit
card from being returned to you.The return reset t f"will rov.de ou the name of the person
Glivered to and the date of tleliva or addmom ses a ollowinq servces are—w abTe.C°nwlt
postmaster o t an coat ><wl for additional serviculsi requested.
i. ❑Show to whom delivered,date,and addressee's addrosa. 2.Article Number
Delivery.
3.Article Addressed to: i
Type of Service:
it 1D�
!✓nzz�� /tv"? "hied 8C0
s Moil
,d btain signature of add re or
r` nt d DATE DELIVERED.
5 �, d,sees's Address(ONLY if
.Signature—Addressee
requested and fet paidi
x
�. S.Signature—Auant
x
7.Oats of Delivery /r
t 6
pS Form 3911.Feb. 1986 DOMESTIC RETURN REC61►t
SENDER-Complete items I and 2 when additional services are deslmd,and complete keme 3 efd 4.
Put your address in the"RETURN TO"swoon the rauerM side.Failure to do thit Will prevent this
card from being returned to you.The return r t f will I tho name of th non
delivered to and the dine of Qalive rY. or additiona emlamrann vices ere Mtoo a. anWlt
postmaster for hers and e W x es)for additional servia(s)"acted.
1. ❑Show to whom delivered,dote,and attlraere's eddy M. 2. ❑Restricted Delivery.
3.Artkfe AddresMd to: 4.A RtlIs16
T"m Of Swlw:
BImuhd
DOD
re of addresses or
E ED.
r fi.A ( Yif
5.Signature—Addressee _ Mf41
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G.S t k
7. of
PS Form 3611,Feb.1936 DOMESTIC RETURN RECEIPT
V
a
•SENDER:Complete items 1 and 2 when additional MrvicM ate destred.and complete items 3 and 4.
Put Your 1dd16M in the"RETURN To"emcee an do rWA M 0do.Failure to do this will prevent this
ocrd ftan returned to ou.
doesseassaissis the
o k
far661MIorMtakNe;requested.
1. ❑1RtowtewhMlt doEacred,dap,and MfiauaM4atkhM. 2. ❑Rasttk elive ted Dry.
3.Article Addressed to: 4.Article NUThw
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Express Mail
Atway!obtain dgrtature of addressee or
client and QAT*OGLIVERED.
S.Sig IN Addressee, Add Ylf
re
7.Dap of Dot G
PS Font 36tt,Feb,1986 C RETURN RECEIPT
�' •SENDER:Complete item,1 and 2 when additional services are desired,and complete items 3 and 4.
h
Put vour address in the"RETURN TO"space on the reverse tide.Failure to do this,will Prevent this
ca-1 from being returned to you.The return Meta t fee will provide you the name of the person
delivered to end the date of deliyee -or additional fees the following servicaa Consult
Poe,
or ees A c ack ux eat for additional servicelsi requested.
,. Show to whom delivered,date,and addressee',address 2. ❑ Restricted Delivery.
3.Article Addressed to'. 4.Article Number
Type of Service:
N�L LL rG> L<«f/ f hpist� IOWfed
Certitiad B COD
Express se it
n Always obtain signature of eddressee or
,C agent and DATE DELIVERED.
Sign re— Ids "stee S.Addrnse't Address(ONLY if
requested and fee paid)
i 8. use— pent
X
7,Data of Delivery �.
PS Form 3811,Feb,1986 DOMESTIC RETURN RECEIPT
•SENDER:Complete items,1 and 2 when additional services am desired,and complete items 3 and 4.
n Put your auuress in the"REI JRN TO"space on the reverse side.Failure to do this will prevent this
card from being returned to you.The return race; t fee will rovide oa the name of the anon
delivered to and the date of tleliven. or additional ees the ollow.ng services are wa lab a. o,suit
postmaster torlees am cnacK boxfaa)nu addh%onal servicels)requested.
1. ❑Show to whom dalivered,date,and addresw,'s address. 2. ❑ Restricted Delivery.
3.Article Addressed to'. 4,401cle Number
Type of Service:
e Insured
Ce"IfiW I-I COD
Exp.ess Mail
Always obtain signature orl
apentand DATE DELIVE5.Signature—Addressee 8.Addreasnes Address(O
X requesred and fee paidl
� 8.Sgnature—Agent
7.Date of Delivery
oL
�PS Form 31 Fcb.1986 DOMESTIC RETURN RECEIPT`
•SENDER:Complete items 1 and 2"alien IMtlitlotla{aas"kaa aro
3 PutyouraddlUsinthe"RETURN TO"apace on the dMlsabodo0a Willaitamt 3antl 4.
card from being returned TO you.The rest ecei t ~title'Fe11UAtp l�pylb prevent this
delivered to m the date of deli vide vpu f the repo or it ne ow AS
asa avel B e. It
posnnitgr7or e.an cites,, oz M)for additional
1' ❑S 'en"rhos^dslhwdd,data,and add,,,"',isidd a(el requested.
3.gttlda to; r• 3. ❑Raftrlov d Dehnny.
4.ArtlNa Ntrttlbr
rDtut�..L fcrraaZfcu rl�o,J TYpa�sprvka:
esftMd
Lj express mail COD
Always obtain signature of eddre,m or
5.Sig re— agentantl DATED_ ELIVERED
X S.reggQn�nw(O.YL Y if
4} &S411111 na—Appst Aafd
X
7.Data of Ddhlary 11
PS Form 3611,Fob.1986 ✓t — y 1
DOMESTIC RETURN RECSR"1
0
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0 SENDER:Complete items 1 A Z whet addltl al servioes.are desired,and complete items 3 and 4.
1 Put your address in the"RETUAW �`tp� y the reverse".Failure to do this will prevent this
3 card from being re vrnetl to you.The r t ui t fee will vl u h name oft rson
delive ed[o end the date of dell• or a tore ees t e y aassv ae.are eve e. tin"I
pottmasteric_ices a c ec . es)for midilIfbrwl sarvid(s)r ud. ,- _
^� 1. n Show to whom delivered,data,and addtnrN'laddrMs. 2. ❑Rastficted 00vary.
3.Artkk Addressed to: .. 4.Ardent Ntmlbar
pt fit , ti
Type of fNMa:
�C/lsilit�c.t=< ,.. t.`.,ter Cardflad in and
OD
Always obtain he or
agent and D EL
6.Signature—Addressee S.AddreaNe
X requested _
A 6.Signature nAwnt ,
X
7.Data of DNhray
Pe form 3811,Feb.1986 ommw IC RETURN 10P.,
•4F.NDE R:Complete items 1 and 2 when additional services are desired,and complete items 3 and 4.
3 Put your address in the"RETURN TO"space on the reverse side.Failure to do this will prevent this
card from being returned to you.The r rn rats; fee JI rovideyou the name ofe erwwnn
1, delivered to and the date of derive or ad iI ess,t a o a Ong vervtess ere walkbla.Copsull'
Pa__
or,.
s ees im c eck box es)for additional servicelsl reguested.
1. ❑ Show to whom delivered,date,an addressee's d address. 2. ❑ Restricted Delivery.
3.Article Addressed to. 4.Attica Number
1� 4e�1 bf
Type of Service:
LJ insur ed
Coa COD
ress Mail
Always obtain signature of addresses or
agent and DATE DELIVERED.
6.Signature—Ad&essee S.Addraws's Address(ONLY if
X requested and fee paid)
�l 6.Signature—Agent
7.D'ete of Dplivery
,, It'd' L _--C
K Ford3all,Feb. 1986 DOMESTIC RETURN RECEIPT
Q\p. •SENDER:Complete items 41111 when additonal service are desired,and complete items 3 and 4.
1 Put Your address in the"RET6 sl 70"space on the ravarw side.Failure to do this will prevent this
jr, from bairsg ran rnatl to you.The return racer t fee will rdviW ou hs M f th
delivered to and the dote of deliver or addltiora f., t e o ow rrg sarvleN are eve e, result
postmesterior saes en t ack�i»s en c ack�el for additional service(s)requested.
1. El Show to venom tlelivered,data,and addressee's address. 2. ❑ Resnictatl Delivery.
3.Article Addressed co: 4.Article Number
LType of Servlu:
leered Insured
Certified COD
7 Express Meil
/ Always obtain signature of addresses or
—
6agent and DATE DELIVERED.
tun Ad 8.Addressee.Address/ONLY if requested and fee paid)
ture—Als
Ik X
7.Date of Delivery
Y �
P6 Form 3811,Feb. l d6 DOMESTIC RETURN RECEIPT.
c
13.
SENDER:CmPlere items 1 and 2 when additional tervicea are desired,andca-pMfaItems3 and 4.
ut your address i+the"RETURN TO"space on the"evens aide,Failure to do thit will prevent Nls
ard fromL
rned to you.The r urn"seep T milewill r vide ou h meof thrspnelfvered date of dellvery or t onel fees the O ow ng are It
ostmasten c ec z esl for additional servicelsl requested.
❑Slam delivered,date,and address"'s address. 2. 0 Restrcted DNNary,
Ardeb to: 4,A�rfkM NIpMw
1
JOdtt�c�. GJti�-r� l.�m�fZa� 1��1 0^ ptwrnd
1�.1 C FMeil ani„ 8 COD
U Exprps
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pant and UATE DELIVERED.
5,Signature-Addres"a S A Is Adkm/ if
XaredJer!8}df
8.=�71tL
,. �+
.� Zy
PS Form 3811,Feb.1986 RETURN RECEIPT
` •SENDER:Complete items 1 and 2 when additional"same'"are de- ed,and complete Items 3 and 4.
-� Put your address in the"RETURN TO"space on the revs"".Failure to do this will prevent this
card tvm being returned to you.The return recelut fee will provide you tho name of the person
delivered to and tH da"of dNMrv.For Mditional�t a#oomawTrg Nrirem am eanalao.tAMWe
:__ _ ty=
postmaster for fees and desk bbkles)for additional servkals)requested.
'k 1. ❑Show to whore delivered,date,and addressee's address. 2. 0 Restricted Delivery.
1 3.Article AddrenW m: 4.Article Number
7 /.,iT -71, yy Cf
Type of 5avia:
s92r.MX-c }r- dp =Qd loured
CartiNad 8 COD
UU Expnq Meil
Always obtain signature of addressee or
°jr1$�1 agent and DATE OELIVERErl.
5.S{gnat Zits-Address f r A S.Addresaa's Address(ONLY if
x ! requested and fee paid)
8.Signatgre-AWN;' G
x
T.Date of Daiivery
PS Form 3811,Feb.1986 1 1 DOMESTIC RETURN RECEIPT
Q •SENDER:Complete items 1 and 2 when additional services are desired,and complete items 3 and 4.
Put your address in the"RETURN TO"space on the remorse side.Failure to do this will prevent this
card from Ming returned to you.The return recei t fee will rovitle ou the name of the erson
delivered to and the date of deliver or additional fees the oilowing services are avallab e. omult
postmaster for tem and c eck x esi for additional sefvica(s) requested,
1. ❑ Show to whom delivered,date,and addressee's address. 2. ❑ Restricted Delivery.
3.Article Addressed to: 4.Article Number
)0 6 yes j
L[.. 0). v�tif � Type duervics:
jifpittered (lye Insured
Certified LJ coo
Express Mail
Always obtain signature of addresses or
agent and DATE DELIVERED.
5.Signature-Addressee S.Addrene✓s Addnw(ONLY if
x requested and fee paid)
6.Siyralure-Agent
x
7.Date of Cali ery
PS Form 3811,Feb. 1986 DOMESTIC RETURN RECEIPT
Y
Y
•FENDER:^anplsia itaou 1 and 2 when additional servioes are desired,and complete Itame 3 and 4.
Put your :', in the"RETURN TO'%We on the reverts side.Failure to do this will prevent this
card from being roturnsd to you. he return re,,i t fee will rovide o't he of h nx
detivKed to arrd the dare of dNNMJ'. or One e o ow rq eav us ero m a. i.ult
postmmW a egis a c GC oox eel for additional service(s)requested.
t. ❑Show to whom delivered,data,ano addressee's address. 2. ❑ Restricted Delivery.
3.Article Addressed to: fANumber
;ah, . P�ro 6d'-dlk-, of Selld BCDDe Mealtain signature of ad hesees or
DATE DELIVERE5.Signature—Addresses sWe Address/ LY if
ed and fee paid)
X �:,.
S.Signature—Agent
X
7.Date of D
e
PS Fame 3911,Feb.19t6 DNTIC RETURN RECEIPT
Q
•SENDE R:ComPlare items 1 and 2 when additional services are defiled,and complete items 3 and 4.
3 Put your address in the"RETURN TO"space on the rawrro side.Failure to de this wElpesead this
card from being returned to you.The return rsoeipt%a will orgy Yau the rrme of the tsenon
dNFeered to and the data of t�ellw For t one x6el'�iq»ry ci—a ae�Mill0.Consult
t postmaster faTaes e x es)for additional servicelsl requested.
1. ❑Show to whom delherad,dew.and a:.orasese'e address. 9. O Res a Donvery.
3.Article Ad*oMd to: 4.A
Y y' -ri�a.zo
Type of Ferebe:
Q,ateP,oG ,R��st.[.tst� c�.t�aa,: .oz.«+ ■ .p�r.d 8000
Ex Mail
Always obtsh signature of addressee or
y pent and D ERED.
5.Signature—Addresses S.Add N.!Y if
X rc e;Lrellitt'e
\ S re gent
7. w
PF Fans=11,Feb.1986 DOMESTIC RETURN RECEIPT
AWARDED Contract No. CAG
TO
T
6 0 ♦ 41111
14-
BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING
FOR:
W-925
8401 AVE. S.
STEEL WATER MAIN
REPLACEMENT
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
;AUNICIPAL BUILDING, 200 MILL AVE. S.
RENTON, WASH. 99055 . (206) 235-2631
r
CITY OF RENTON
r84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT
Water Project No. W-925
INDEX
a
Summary of Fair Practices/Affirmative Action Program, City of Renton
Scope of Work
Vicinity Map
Instructions to bidder
�+ Call for Bids
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
r *Certification of EEO Report
*Minority and Womens Business Enterprise Participation
*Certification of Bidder's Affirmative Action Plan
*Ccmbined Affidavit and Certification Form:
Non-Collusion
Antitrust Claims j
Minimum Wage Form
*Bid Bond Form
*Proposal
*Schedule of Prices
's Bond to the City of Renton
Contract Agreemert
w EEO Compliance Report Sample Form and Instructions
Hourly Minimum Wage Rates .
Environmental Regulation Listing
+ Supplemental Provisions
Special Provisions
Standard Drawings !
w p�
i
E
t4
Documents marked * above must be executed by the Contractor, President and
Vice-President or Secretary if corporation by-laws permit. All pages must k
be signed. In the event another person has been duly authorized to execute V
contracts, a copy of the corporation minutes eaisblishing this authority t
r must be attached to the bid document. 1!
1
CITY OF RENTON
Ir Public Works Dept.
Renton Washington 98055
1G.23.DRT:mf C
M
r
j . EIDIIEIT "A"
CITY OF RENTON
M
! SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 2340
W
The policy o the City o Renton is to p ^y f y f promote and afford equal
treatment and service to all citisens and to assure equal employ-
ment opportunity to all persons regardless of race; creed; color;
ethnicity; national origin; sex; the presence of a non-job-raZated
physical, sensory, or mental handicap; age; or marital status.
This policy shall be based on the pri iples of equal employment
►,+ opportunity and affirmative aotion gu:uelines as set forth in
F federal, state and local laws. All departments of the City of
Renton shalt adhere to the following guidelines:
�., (1) EMPLOYMENT PRACTICES - All activities relating to employ-
ment ouch as rscruitment, selection, promotion, termination
and training shall be conducted in a non-diecriwinatory
manner. Personnel decisions wilt be based on individual
performance, staffing requirements, and in accordance
with governing Civil Service Laws and the agreement
between the City of Renton and the Washington State
Council of County and City Employees.
(2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate fully with all organtaatione and
commissions organised to promote fair practices and equal
opportunity in employment.
(3) AFFIRMATIVE ACTION ?ROGRAM - The City of Renton Affirmative
Action Program will a maintained to facilitate equitable
p representation within the City workforce and to assure
squat employment opportunity to all. It shall be the
'•' responsibility and duty of all City officials and empZoyees
to curry out the policies, guidelines and corrective
measures as set forth by this program. Corrective
employment programs may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departments in which a protected class of employees
is under-represented.
,'4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and
suppliers conducting business with the City of Renton
shall afoirm and subscribe to the Fair Practices and Non-
Diecrimt..,; tion policies set forth by law and in the
Affirmative Action Program.
Copies of this policy &haZ1 be distributed to all City employee&,
shall appear in all operational documentation of the City, including
bid calla, and shall be prominently dispZayed in appropriate City
facilities.
"ONCURRED IN by the City Council of the City of Renton, Washington,
this 2nd day of Juse 19B0.
CITY OF RENTON: RENTON CITY COUNCIL:
Mayor Council President
Attest:
issued: July 10, 1972
-. Revised: February 9, 1976
!�a ���"t�i�'` Revised: June 2, 1980
ty clerk
CITY OF RENTON
84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT
Water Project No. W-425
SCOPE OF WORK
E
11 The work involved under the terms of this contract document shall be full and
complete installation of the facilities as shown on the plans and in the
0' Specifications; to include, but not be limited to, the installation of
!.a approximately 2700 lineal feet of 12" Ductile Iron Water Main together with
all valves, hydrants and appurtenances and the transfer/replacement of the
water services from the old steel mains being replaced, and the complete
b restoration of all public and private property to it's original condition.
Any contractor connected with this project shall comply with all Federal,
State, County and City Codes or regulations applicable to such work and
y perform the work in accordance with the plans and Specitications of this
contract document. The City will supply all fire hydrants, 6" and 8" pipe,
and approximately 1400 lineal feet of 12" pipe. All other materials shall be
p, supplied by the contractor.
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City of Renton Call for Bids
84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT
Water Project No. W-925
1
1
t Sealed bids will be received until 2:30 p.m. , Wed. October 21, 1987 at the
City Clerk's office and will be opened and publicly read in the 4t.hfloor
conference room, Renton Municipal Building, 200 Mill Aven•ie South.
i
The work to be performed within 40 working days from the date of
commencement under this contract shall include, but not be limited to:
1
t� Install approximately 2700 lineal Feet of 12" Ductile Iron Watermain, Fire
Hydrants, and Water Services together with all required appurtenances, and
the complete restoration as set forth in the design drawings and
! specifications. The City will supply all fire hydrantb, 8" and 6" pipe, and
t approximately 1400 lineal feet of 12" pipe.
! The City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
Approved plans and specifications and form of contract documents may be
obtained at the Public Works Department office at the Renton Municipal
Builaing for a non-refundable fee of $ 25.00 each set plus $ 5.00 to
cover postage, if mailed.
A certified check or bid bond in the amount of five percent (5X) of the total
amount of each bid must accompany each bid.
The City' s Fair Practices and Non-Discriminati.'n Policies shall apply.
Maxine E. Motor City Clerk
Published:
Record Chronicle: October 7 and 14, 1987
Acct. #51226
Daily Journal of Commerce: October 9 and 16, 1987
M
INSTRUCTIONS TO BIDDERS
" 1 . Sealed bids for this proposal will be received by the City of Renton at the
office of the Renton City Clerk, tenton City Hall , until 2:30 o'clock p.m. ,
on the date specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
2. The work to be done is shown on the plans. Quantities are understood to
W be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
i..
to add or to eliminate portions of that work as deemed necessary.
3. Plans may be examined and copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price for any item must include the performance of all work
necessary for completion of that item as described in the specifications .
5. The bid price shall be stated in terms of the units indicated and as to a
total amount. In the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive inform-
alities if it is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the City of Renton in an amount not less than
5% of the total amount of the bid shall accompany each bid proposal . Checks
will be returned to unsuccessful bidders immediately following the decision
as to award of contract. The check of the successful bidder will be
returned provided he enters into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail , or refuse
to do so, the check shall be forfeited to the City of Renton as liquidated
damage for such failure.
8. Ali bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on particular
- points.
9. The bidder shall , upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
LRev. 7/15/81
CEii7^ICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT. OPPORTUNITY
Name of Prime ContractorProject Name
INSTRUCTIONS
This Certification is required pursuant to Federal Executive Order 11246. The implementing rules and
regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors
and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has
participated in any previous contract or subcontract subject to the equal opportunity clause; and, if
�,. so, whether it has filed all compliance reports due under applicable instructions.
Tfe City has heretofore adopted Resolution 2340 undar date of June 2, 1980, amending a "Fair Practices
Policy," as implemented by an "Affirmative Action Program" therein emending the policy of the City of
Renton to promote and afford equal treatment and service tc all citizens and to assure equal employment
opportunity based on ability and itness to all persons regardless of race; creed; color; ethnicity,
national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; ace or
�.. marital statur. This policy shall likewise apply to all contractors, subcontractors and suppliers
Conducting business with the City of Renton who in turn shall affirm and subscribe to said practices
P` and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard
commercial suppliers or raw materials or firms or organizations with less than eight employees or
i.. Contracts of less than $10,000 business per annum with the City.
When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by
the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority
employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and
V Timetai.es) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is
available for review at the Municipal Building.
The undersigned contractor therefore covenants, stipulates and agrees that during the performance of
this contract he will not d'_scriminste against any person in hiring, promoting, discharging, commen-
sating or any other term or condition of employment, by reason of such person's status, reference
the (11) categories listed in para. 2 above.
Contractor further agrees that he will t&Ye affirmative and continuous action to insure full compliance
-... with such policy and program in all respecus; it being strictly understood and agreed that failure to
comply with any of the terms of said provisions shall be and constitute at material breach of this
contract.
Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all
' - information and reports required by the City to determine whether full compliance has been made by the
contractor with said policy and program and contractor will permit access to his books, records and
accounts by the City for the purpose of investigation to ascertain such compliance.
Contractor further acknowledges that he has received a true and complete copy of the City's "Fair
Practices Policy.-
Contract enta cation Num r
'- CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER
NAME:
_. ADDRESS:
REPRESENTATIVES:
TITLE: PHONE:
1. Contractor/Subcontractor/Supplier has part:cipated in a previous contract or subcontract subiecct
to the Equal opportunity Clause: Yes No
2. Compliance reports were required to be filed in connection with such contract or subcontract:
_Yes _No
3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable
V instructions: _Yes _No
t 4. If answer to item 3 is "No", please explain in detail on reverse side of this certification.
1 ` CERTIFICATION: The information above is true and complete to the best of my knowledge and belief.
4 Name and Title of Signer please type or print)
r )
Signature Date
Reviewed by City Authority: Date:
L
Rev. 1/31/83
CERTIFICATION OF EQUnL E24PLOYMENT OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder ,, proposed subcontractor
he
has not _, participated in a previous contracteor subcontractby certifieshat subjectato the
equal opportunity clause, as required by Executive Orders 10925 ll � l6 and that he has , has not 1246,
f12ed with the Joint Re
, or 1
the Director of the Office of Federal Contract Compliance. ArFederal Government
contracting or administering agency, or the former President's Committee on
Equal Employment Opportunity, all reports due under the applicable filing requ-
irments.
(Company)
By:
(Title)
Date:
Note: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1. 7 (b) (1) . and must be
submitted by bidders and proposed subcontractors only in connection with cont-
racts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.)
Currently, ftandard Form 100 (EEO-1) is the only report required by the Execut-
ive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a pre-
vious contract or subcontract subject to the Executive Orders and have not
fil,td the required reports should note that 41 CFR 60-1 .7 (b) M prevents the
award of contracts and subcontracts unless such contractor submits a report covering
the deliquent period or such other period specified by the Federal Highways
Administration or by the Director, Office of Federal Contract Compliance, U.S.
Department of Labor.
Rev. 4183
PUBLIC WORK OR IMPROVEMENT
PARTICIPATION CERTIFICATION: REF. RCW 35.22.650
CONTRACTS EXCEEDING $10 000 (OR $15 000 FOR WATERMATN CONSTRUCTION)
"INORITY BUSINESS ENTERPRISES (MBE)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
members. Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the term "minority business" means a business at
least fifty—one percent of which is owned by minority group members. Minority
group members include, but are not limited to blacks, women, native Americans,
Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submission
of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
Certifies that:
— Name of Bidder
(a) it (does) (does not) intend to sublet a portion of the contract work and
(has) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
MBE Min. Gr. WMBE
I ❑ ❑
(Name of Firm, Bid Item, Results of Contacts)
2. ❑ ❑
3. ❑ ❑
r 4 ❑ C1
5. ❑ ❑
Mr. /Ms, has been designated as
the liaison officer for the administration of the minority business enterprise
program for this firm.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement :
a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than $10,000."
Company Date
BY:
Title
r- OR b) It is hereby certified that an approved Affirmative Action Plan is on
s.. file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
w
I
L Company Date
BY:
i Title
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minorit.
and Female Utilization.
Company Date
BY:
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a ;,c:equisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
... and Female Utilization.
,r Company Date
BY:
Title
r Rev. 9/9/75
City of Manton
Combined Affidavit a Carti fication Fora:
Non-Colluslon,Antl-Trust, and Minimum Wage
(Non-iaderal Aid)
NON-COLLUSION AFFIDAVIT
Being duly sworn, deposes and says, that he Is the identical person who submitted
the foregoing proposal or bid, and that such bid is genuine and not sham or col-
lusive or made in the Interest or on behalf of any person not therein named, end
further, that the deponent has not directly induced or sOlic;tad any other Bidder
on the foregoing work or equipment to put In a sham bid, or any other person or
corporation to refrain from bidding, and that deoonent has not in any manner
sought by collusion to secure to himself or to any other person any advantage
over other Bidder or Bidders.
NO
i..
CERTIFICATION RE: ASSIGNMENT OF
ANTI-TRUST CLAIMS To PURCHASER
W
Vendor and purchaser recognize that In actual economic practice overcharges
resulting from anti-trust violations are in fact usually borne by the purchaser.
r" Therefore, vendor hereby assigns to purchaser any and all claims for such over-
charges as to goods and materials purchased in connection with "is order or
contract, except as to overcharges resulting from anti-trust violations com-
mencing after the date of the bid, quotation, or other event establishing the
^^• price under this order or contract. In addition, vendor warrants and represents
that each of his suppliers and subcontractors shall assign any and all such
•� claims to purchaser, subject to the aforementioned exception.
AND
. MINIMMR WAGE AFFIDAVIT FORM
I, the undersigned, having been duly sworn, deposed, say and certify that in
connection with the performance of the work of this project. I will pay each
classification of laborer, workman, or mechanic employed in the performance
of such work; not less than the prevailing rate of wage or not less than the
minimum rate of wages as specified in the pr;ncipal contract; that I have read
the above and foregoing statement and certificate, know the contents thereof
- and the substance as set forth therein is true to my knowledge and belief.
FOR: ION COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS To PURCHASER
AND MINIMUM WAGE AFFIDAVIT
Memo o: Froject
Name of Bido ws Firm
Signature of Authorized Representative of Bidder
Subscribed and sworn to before me can this day of
Notary Public In and for the State
of Washington
Residing at
kr
r
BID BOND FORM
r- Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of $ _ which amount is not less than five
percent of the total bid.
Sign Here
r
BID BCND
Know All Men By These Presents:
That we, as Principal ,
C and , as Surety, are
held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
Dollars, for the payment
of which the Principal and the Surety bird themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for
r' —
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the d(aposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as penalty and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF 1g
rincrpa
Surety
19
Received return of deposit in the sum of $
.0
PROPOSAL
TO THE CITY OF RENTON
RENTON, WASHINGTON
Gentlemen:
The undersigned hereby certif that has examined the site of the
proposed work and ha read and thoroughly understand the plans,
specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
thereof as can be comple' i with the money available, in accordante with the
said plans, sperifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for all items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
Address
Names of Members of Partnership:
OR
.. Name of President of Corporation
Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at
1�1
L
w•
City of Renton . Public Works Department
84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925
So. 126th St. to So. 134th St.
All Materials Supplied by contractor
SCHEDULE OF PRICES
(NOTE: Unit prices for all items, all extenticns and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS.
001. 1300.0 12" Ductile Iron Pipe
Linear Foot Tyton Joint
PeiLia r Foot Words Figures
002. 2.0 12" Gate Valve w/2" by pass
Each
M S
l.. Per Each
f 003. 4.0 8" Gate Valve w/Cast Iron Valve Bo
W Each
Per Each
004. 2.0 6" Gate Valve w/Cast Iron Valve Bo
Linear Foot
ti, $
Per Linear Foot
005. 540.0 Bank run Gravel for Trench Backfil
Ton
Per Ton
006. 490.0 5/8 Minus Crushed Rock for Pavemen
Ton Patching And Shoulder Restoration
' And Trench Backfill
$
V Per Ton
J 007. 21.0 Asphalt Concrete Class "B" for
L Ton Pavement Patching
LPer Ton
008. 1.0 Wrte- -vice - Type I
L Each
L 1 Per Each
I Page 1
City of Renton Public Works Department
84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925
So. 126th St. to So. 134th St.
All Materials Supplied by Contractor
SCHEDULE OF PRICES
(NOTE: Unit prices for all items, all extentions and total amount cf bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Witten in Words) DOLLARS CTS. DOLLARS CTS,
009. 19.0 Water Service - Type II
Each
Per Each ords Figures
010. 1.0 Water Service - Type III
Each
Per Each
011. 1.0 2" Water Service without Meter
Each
Per Each
012. 1.0 Air and Vacuum Valve
Each
S
Per Each
013. 35.0 Rock Retaining Wall. for Fire
Square Yar Hydrant
Per Square Yard
014. 2.0 2" Permanent Blow-off Assembly
Each
Per Each
015. 50.0 Solid Rock Excavation
Cubic Yard
Per Cubic Yard
Page - 2
City of Renton . Public Works Department
84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925
So. 126th St. to So. 1.34th Sr.
All Materials Supplied by Contractor
SCHEDULE OF PRICES
(NOTE. Unit prices for all items, all estentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevoil.)
ITEM APPROX. ITEM WITH UNIT PRICED 8I0 UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS TS.
Subtotal SCHEDULE A S __
8.12 Sales Tax S
Total SCHEDULE A $
r Page - 3
City of Renton . Public Works Depart
84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925
so. 126th St. to So. 134th St.
Al_ Pipe and Hydrants Supplied by City
SCHEDULE OF PRICES
(NOTE: Unit prices for ali items, all extentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
FNO
APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS T
r 140U.0 12" Ductile Iron Pipe
Linear Foot Tytun Joint
S
Per Linear Foot - "Wdrd§ Figures
002. 84.0 8" Ductile Iron Pipe Tyton Joint
Linear Foot
Per Linear Foot
003. 35.9 6" Ductile Iron Pipe Tyton Joir.t
Linear Foot
Per Linear Foot
00il. 6.0 5" M.V.O. Fire Hydrant Assembly
Eac'i Complete
Per Each
Subtotal SCHEDULE. B
8.1% Sales Tax
Total SCHEDULE B
TOTAL SCHEDULE A
TOTAL SCHEDULE B
GRAND TOTAL ALL SCHEDULES
r
Page - 4
SCHEDULE OF PRICES
I .
(rote: Unit prices for all it*=, all extensions and total asount of
r bid must be shown. SAW unit prices to both words and figure*
and where oonflsc: occurs the written or typed words shall prevail.)
�y ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE 'Ar:^UNT
NO. QUANTITY Urut Prices to be written in Words DOLLARS CTS. DOLI"w CTS.
THE UNDERSIGNED BI DER HEREBY AGREES TO START CONSTRU ION WORK 0 THIS PROJECT, I
,. AWARD HIM, NO IA ER THAN TEN (10) DeYS AFTER FINAL ECUTION AN TO C LETE WI IN
WO ING DAYS ER STARTING CONSTRUCTION.
DATED T THIS DAY O . 198
w
ACKNOWI,FDGEMENT OF RECEIPT OF ADDENDA.
NO. ATE
NO ATE
NO ATE
SIGNED
TITLE
NAM OF COMPANY
ADDRESS
CITY/STATE/ZIP
TELEPHONE
CITY OF RENTON STATE CONTRACTOIS
BUSINE0 LICENSE / LICENSE /
r
l;
BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned
as principal , and _ corporation organized
and existing under the laws of the State of as a surety
corporation, and qualified under the laws of the State of Washington to become surety
upon bonds of contractors with municipal corporations, as surety are jointly and
severally held and firmly bound to the City of Renton in the penal sum of
$ for the payment of which sum on demand we bind nur-
selves and oui successors, heirs, administrators or personal representatives, as the
case may be.
This obligation is entcred into in pursuance of the statutes of the State of Washing-
ton, the Ordinance of the City of Renton.
Dated at , tashington, this day of 19_
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for _
which contract is referred to herein and is made a part hereof as though attached hereto) ,
and
WHEREAS, the said principal has accepted, or is about to accept, the said contract , and
undertake to perform the work therein provided for in the manner and within the time
set forth;
NOW, THEREFORE, if the said
shall faithfully perform all of the provisions of said contract in the manner and within
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 materialren,
and all persons who shall supply said principal or subcontractors with provisions and
supplies for the carrying on of said work, and shall hold said City of Renton harmless
from any loss or damage occasioned to any person or property by reason of any care-
lessness or negligence on the part of said principal , or any subcontractor in the per-
formance of said work, and shall indemnify and hold the City of Renton harmless from
any damage or expense by reason of failure of performance as specified in said con-
tract or from defects appearing or developing in the material or workmanship provided
or performed 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-
wise it shall be and remain in full force and effect.
L
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Revised: 8/16/83
2of7
Contracts Other Than Federal-Aid FHWA
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
2) The aforesaid Contract, entered into by the acceptance of the Contractor's
bid and signing of this agreement, consists of the following documents,
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
hereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps 6 Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions, if any
i) Technical Specifications, 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 with such time, or if the Contractor
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor's insolvency, or if he or any of his
Rev. 4/83
l of
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this day of ?4_,
w by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and
. hereinafter referred to as "CONTRACTOR."
W I T N E S S E T H:
1) The Contractor shall within the time stipulated, (to-wit: within
working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in connection with the City's Project (identified as No. _
for improvement by construction and installation of:
All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications, including any and all addenda issued by the City and all
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 jurisdictiu^ thereover. It is
further agreed and stipulated that all of said labor materials,
appliances, machines, tools, equipment and services shall be furnished
Y
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Contracts Other Than Federal-Aid FHWA 4 of 7
5) Contractor agrees and covenants to hold and save the City, its officers,
agents, representatives and employees harmless and to promptly indemnify
same from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in
any way relating to this Contract. This hold harmless and indemnification
provision shall likewise apply for or c acco,int of any patented or un-
patented invention, pr(,cess, 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.
In the event the City shall , without fault on its part, be made a party
to any litigation commenc0 by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements 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
Contracts Other Than Federal-Aid FHWA 3 of 7
r subcontractors should violate any of the provisions of this Contract,
i
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless within ten (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,
provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not perforn 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 tj completion
by Contract or by any other method it may 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.
4) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
6of7
Contracts Ocher Than Federal-Aid FHWA
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the tole cost and expense of Contractor.
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of the Contract, including the payment of all
persons and firms performing labor on the construction project under
this Contract 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
_ , which includes Washington
State Sales Tax. ➢ayments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
Rev. 4/83
5 of 7
Contracts Other Than Federal-Aid FHWA
notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail , postage prepaid,
..ertified or registered mail .
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
W full performance of the Contract not later than working lays
from the date of commencement. For each aAd 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
L
the sum of
L 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 Contract shall relieve the Contractor of liability in respect to
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 damage to other work resulting therefrom �.hich
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
will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be
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" Contracts Other Than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above-written.
CONTRACTOR CITY OF RENTON
r��ent artner nee Mayor
ATTEST:
Secretary _ City C— erl—k
d/b/a
t rm N—F'—' ame
Individual_ Partnership
Corporation A Corporation
State of Incorporation
Attention:
If business is a CORPORATION, name of +. , iporation should be listed in
full and both President and Secretary .gn the contract, OR if one
signature is permitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partrer should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should
` appear followed by d/b/a and name of the company.
INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CIT, OF RENTON
The Employment Utilization Report is to be completed by each subject contractor
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each designated trade for the entire reporting
period. The prime contractor shall submit a report for its work torte and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project.
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department)
Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying
construction contract with the City of
Renton.
1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only chose crafts covered under applicable
EEO bid conditions.
3. work-hours of Employment . . . . . The total number of hours worked by all
employees in each classification; the total
number of hours worked by each *minority
group in each classification and the total
work-hours for all women.
Classification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C = Craftworker -
Qual+fied, Ap - Apprentice, Tr = Trainee) .
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.)
5. Total Number of Minority
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during
reporting period.
6. Total Number of Employees . . . . Number of all emplo- ;es working in contractor's
aggregate work force during reporting period.
* Minority is defined as including Blacks, Hispanics, American Indians and Asian
and Pacific Islanders - both men and women. —
P
CONTRACTOR/SUBCONTRACTOR
MONTHLY MANPOWER UTILIZATION REPORT Month; PORTING PERIOD
Year:
To be submitted to the City's Project Goals and Timetables as committed
1Engineer during the 1st week of following �� �� in Contractor's Affirmative
(month while contract is in progress. Price NZ Action Plan
contractor is responsible for obtaining and --
submittin all Subcontractor Reports. or per City's Plan _ 9.1
To: (Name and location of Compliance Agency Dept.) From: (.ue cad location of contractor)
This report is required by Executive Order 11246, Section 203. Failure to report can
result in sanctions which include suspension, termination, cancellations or debarment of
contract.
3 . 2. 3.
°• % 5. b.
wino- Total Total
Bork Hours of Employment (See footnote, rity number number
of of
Claaai a• • • C. • • v/h of minority Empby.
Ria- er. Asian/ otal
Compary•'a Nam, (I.D.) TradeLion► Tola Black Panic Lan Pacifie gee_ total Cmploy- eea
Island •ale vih sea
C
A
Tr
A
Tr
Tr
Ao
Tr
Tr
Tr
r
r
7• Comparq official', Tr
lgnature an , e Date Signed
9. Telephone IumDer
(Include Area Code)
R<_v. 11/77 (*Males & Females, **Minorities & Non-minorities)
7/80 (Submittal Requirements & City's Goals/Timetables) Page ` of
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REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POL EXVA1T6R 6F PUBLIC CES
In accordance with the provisions of Chapter 62 , Laws of 1973 ,
H.B. 621 , the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws , ordinances , and resolutions :
Y.it Count Ordinance No. 1527 requires Building and Land
Development ivrsion and Hydriulics Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services . Reivew by Hydraulics Div.;ion.
Kim Count Ordinance No 800, No. 900 No. 1006 and Resolution
o. and No . 11242 contained
in King County code litles 8 and 10 are provisions or disposi-
tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
`- Solid Waste.
Pu et Sound Air Pollution Control A enc Re u1 tion I : A regu-
a non to control the emission c air contaminants trom all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsav Counties) in
accordance with the Washington Clean Air Act , R.C.14. 70. 94 .
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 18-02 : Requires operators of stationary sources of air
contaminants to maintain records of emissions , periodically re-
port to the State information concerning these emissions from
his operations , and to make such information available to t:•e
public. See Puget Sound Pollution Control Agency Regulation I .
R.C.W. 90. 48 : Enacted to maintain the highest possible standards
to ensure the purity of all water of the State consistent with
public health and public enjoyment thereof , the propagation and
protecting of wildlife , birds , game, fish, and other aquatic
life, and the industrial development of the State , and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is un'--awful to throw,
drair , run otherwiFe discharge into any of the water of this
State any organic of inorganic matter that sl±all cause or tend
to cause pollution of such waters . The law also provides for
civil penalties of $5,000/day for each violation.
R.C.W. 70.95 : Establishes uniform statewide program for handling
so i wastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
at a soli ' waste disposal site for which there is a valid permit.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76. 04 . 370 : Provides for abatement of additional fire baz-
ar (lands upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building , roads ,
campgrounds , and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists.
R.0 W. 76.04. 010: Defines terms relating to the suppression or
abatement of st fires or forest fire conditions .
R.C.W. 70.94.660: Provides for issuance of turning permits for
abating or prevention of forest fire hazards , instruction or
silvicultural operations.
R.C.W. 76.04. 310: Stipulates that everyone clearing land or
�- clearing rig t-of-way shall pile and burn or dispose of by other
satisfactory means , all forest debris cut thereon, as rapidly as
the clearing or cutting progresses , or at such other times as the
department may specify, and in compliance with the law requiring
burning permits.
R.C.W. 78 . 44 : Laws governing surface mining (including sand,
gravel, stone, and earth from borrow pits) which pro,. idc for fees
and permits , plan or operation, reclamation plan, bonding , and
!" inspection of operations .
L
W.A.C. 332-18 : Delineates all requirement; for surface mined
re�c -amation.
W.A.C. 33:.-24 : Codifies requirements of R.C.W. 76. 04 pertaining
to land clearing and burning .
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13 , 1902 : Author-
izes Secretary o Army an orps o Engineers to nssue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal Water Pollution Control Act PL92-500
86 tat. ut orizes the Secretary o t e rmy, acting
through the Corps of Engineers , to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites . Permits may be denied if it is determined that such
discharge will have adverse effects on municipal water supplies ,
shell fish beds and fishery areas and wildlife or recreational areas .
MISCELLANEOUS FEDERAL LEGISLATION
Section 13 of the River and Harbor Act approved March 3 , 1899 :
Provides that discharge o refuse wit ouFi i a permit into navigable
:a waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fine.
-2-
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS :
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin Count Resolution No. 25789 requires an unclassified use
permit or i ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants , rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities. A copy is available at the Department
W of Public Works or Building and Land Development Division.
Shoreline Mana ement Act 1971 requires a permit for construction
on State s ore Ines. ermit acquired by Public Works and reviewed
by Building and Land Development Division.
Kin Count Ordinance No. 1488 requires permit fcr grading , land
i s, grave pits , dumping-,quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
w WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME
Chapter 112 , Laws of 1949: Requires hydraulics permit on certain
protects. ing County Department of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 173-220: Requires a National Pollutant Discharge Elimination
System 'f permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372-24 : Permit to discharge commercial or industrial waste
waters into State surface or ground water (such as gravel washing ,
pit operations , or any operation which results in a discharge
which contains turbidity.)
_ W.A.C. 508-12-100: Requires permit to use surface water.
W.A.C. 508-12-190 : Requires that changes to permits for water use
e reviewe y'the Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220: Requires permit to use ground water.
W.A.C. 508-12- 260: Requires permit to construct reservoir for
water storage.
W.A.C. 508-12- 280: Requires permit to construct storage dam.
W.A.C . 508-60 : Requires permit to construct in State flood
cont.ol zone. King County Public Works secures ore for design.
Contractor secures one for his operation (false work design, etc. ) .
i
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^ PERMITS REQUIRED FOR THE. PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
^ R.C.W. 76.04. 150: Requires burning permit for all fires except
jq or small outdoor fires for recreational purposes or yard debris
disposal . Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 76. 04.150,
76.04.170 , 76.04.180, and 70.94 due to exteme fire weather or to
prevent restriction of visibility and excessive air pollution.
R.C.W. 76.08.030: Cutting permit required before cutting merchant-
able timber.
R.C.W. 76.08. 275: Operating permit required before operating
power equipment in dead or down timber.
R.C.W. 78. 44. 080: Requires permit for any surface mining opera-
tion inc u ing sand, gravel , stone, and earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3, 1899: Requires
permit tor construction (other than bridges , see U. S. Coast
Guard administered permits) on navigable waters (King County
Department of P,jblic Works will obtain) .
FIRE PROTECTION DISTRICT
R.C.1V. 52. 28 .010, 52 . 28 . 020 52.28 .030, 52. 28 . 040 , 52 . 28 . 050:
i es aut ority or, requirements o an3 pena ties or failure
to secure a fire permit for building an open fire within a fire
protection district.
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3, 1899 , Ie_ ner_al Bridge
Act o>:March 23,� a—�Cen�—�ri� a Act of as amen3e3
ugu u equires a permit for construction of bridje on
navigable waters (King County Department of Public Works will
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit : Section 4(f) of Department of Transportation
Act , National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
Section 9.OZjd� (2) (iii of Re ulation I : Request for verifica-
tion o� population�ensity . ontractor should be sure his opera-
tions are in compliance with Regulation. I , particularly Section
9.02 (outdoor fires) , Section 9. 04 (particulate matter--dust) ,
and Section 9. 15 (preventing particulate matter from becoming
airborne) .
-4-
F
PERMITS kU,UIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
r" Title 40 Cha 'er Ic , Part 61 : Requires that th Environmental
!!ww rotection gencyBe notitiM 5 days prior to tip� demolition of
any structure containing asbestos material (excluding residential
�-+ structures having fewer than 5 dwelling units) .
i
` The above requirements will be applicable only where called for
r on the various road projects .
�- Cvpies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building , Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
I'� -S-
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WAGE RATES
►a
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HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: FLAGGERS
LOCATION: CLALLAM, GRAYS 14AR80R, ISLAND* JEFFERSON, KING• KITSAP, LEWIJ,
MASON, PACIFIC (NORTH OF WAW1 4KUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC CCEANI, PIERCE, SKAGIT,
SNOHOMISH* THURSTON* WHATCCM COUNTIES, AND YAKIMA COUNTY (THAT
PCRTIOh LYING WEST OF THE 120TH MERIDIAN).
FRINGE BENEFITS
TOTAL HOURLY BENEFITS 3.43 S/HR.
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
260-0010 FLAGGER 10.78
260-0020 FLAGMEN
OTHER
260-0000 STATE: OVERTIME-AIL HCURS IN EXCESS OF B
HOURS PER DAY OR 40 HCURS PER WEEK SHALL BE
PAID AT CNE AND ONE-HALF TIMES THE PEGULAR
^• RATE OF PAY.
260-9010 STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER MEEK SHALL
BE PAID AT ONE AND ONE HALF TIMES THE REGULAR
RATE OF PAY.
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84TH AVE. WATER MAIN
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1 HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987
OCCUPATION: LABORERS
M
i
1 LOCATION: CLALLAM, GRAYS HARBOR, ISLAND• JEFFERSOGr KING• KITSAPI
LEWIS. MASON• PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC. OCEAN) , PIERCE.
SAN JUAN. SKAGIT• SNOHOMISH, THURSTON. WHATCOM ANC THE
PCRTICN OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH
r MERIDIAN: YAKIMA
6. FRINGE BENEFITS
WAGE RATES
1" OCCUPATION OCCLPATION STATr
CODE DESCRIPTION RATE
f"
k+ *****• FEDERAL WAGE RATE GROUP LISTING as•sts
GROUP 1
350-2101 WINDOW CLEANER --
GROUP 2
350-0091 BATCH WEIGHMAN --
350-0461 CRUSHER FEEDER =_
350-1263 PILOT CAR
350-1871 TCOLROOM MAN (AT JOB SITE) --
GROUP 3
350-0081 BALLAST REGULATOR MACHINE --
350-0241 CARPENTER TENDER --
_, 350-0271 CEMENT FINISHER TENDER --
350-0310 CHIPPER --
350-0340 ChUCK TENDER --
350-0390 CCNCRETE FORM STRIPPER --
350-0471 CURING CONCRETE --
350-0520 DEMOLITION. WRECKING AND MCVING (INCL. --
CHARRED MATERIALS)
350-0710 EPDXY TECHNICIAN --
350-0810 GABION BASKET BUILDER --
350-0821 GENERAL LABORER --
350-CS60 GRINDERS --
35M1371 PCT TENDER --
350-13% POWDERMAN HELPER --
.. 84TH AVE. WATER MAIN
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HWY-R32320-AA PREVAILING MINIMUM HOURLY wAGE RATES SEPTEMBER 25, 1987
OCCUPATION; LABORERS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
SCUNOARY EXTENCEO DUE WEST TO THE PACIFIC OCEAN) , P F,RCE,
SAN JUAN, SKAGIT* SNOHOMISH& THURSTON, WHATCOM ANO THE j
PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH f
MERIDIAN: YAKIMA
WAGE RATES
r OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
ss*tst FEDERAL WAGE RATE GROUP LISTING f�•;+•
L. GROUP 3
1' 350-1765 STAKE HOPPER --
L. 3SO-1690 TCPMAN - TAILMAN -�
3SO-IS41 TUGGER OPERATOR --�
359-2030 V16RATING SCREED ( AIR, GAS ER ELECTRIC$ --
� i
L GROUP 4
350-OOSI ASPHALT RAKER
350-025D CEMENT DUMPER - PAVING --
350-0421 CONCRETE SAW OPERATOR --
350-0650 DRILLER - WAGON AND AIR TRACK CPERATCR --
350-0 720 FALLER. ANC BUCKER - CHAIN SAW --
350-CE30 GRADE CHECKER --
350-0951 HIGH SCALER --
350-0966 HOD CARRIER --
350-0981 JACKHAMMER --
350-1091 MANHOLE BUILDER --
350-1200 NCZZLEMAN !CONCRETE PUMP. GREEN CUTTER WHEN --
USING COMBINATION OF NIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
G"NNITE. SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER --
350-1315 PIPE RELINER INOT INSERT TYPE $ --
350-1280 PIPELAYCR AND CAULKER --
350-L485 RAILROAD SPIKE PULLER (POWER) --
350-1753 SPREADER (CONCRETE) --
6' 350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES --
350-1840 TAMPER ( MULTIPLE AND SELF PROPELLED ) --
I
84TH AVE. WATER MAIN
LPAGE 3
HWY—R32320—AA PREVAILING "C'UcLY WAGE RJT` , SEPTEMBER 25, 1987
OCCUPATION: LABORERS
LOCATION: CLALLA.M, GRAYS HARBOn, ISLAND* JEFFERSON, KING• KITSAP ,
LEWIS. MASON• PACIFIC INCRTH OF WAHtiAKUM COJNTY NORTHERN
SCUNDARY EXTENDFG DUE WEST TO THE PACIFIC OCEAN) , PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH. THURSTON, WHATCOM ANC THE
PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTIGN RATE
****** FEDERAL WAGE RATE GROUP LISTING •••�f*
GROUP 4
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND iAS --
OPERAT:D TOOLS
350—IE65 TIMBERMAN — SEWER (LAGGER, SHCRER♦ G CRIBdERI --
350-1905 TRACK LINER (POWER) _-
350-2000 VIBRATOR
350-2091 WELL—PCINT MAN --
GROUP 5
350-0200 CAISSON WCRKER
350-1110 MINER
350-1380 PCWOERMAN
3SO-1500 RE—TiMBERMAN _—
OTHER
847H ACE. WATER MAIN
PAGE 4
r
I ,
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, :.87
OCCUPATION: LABOPLRS
LOCATION: CLALLAM, GRAYS HARBOR. JEFFERSON, KING. KITSAP. LEWIS, MASON,
PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNT)FS
FRINGE BENEFITS
HEALTH AND WELFARE 1.75 $/HR.
PENSICN 1.55 $/HR.
TRAINING FUND .13 $/HR.
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
- ****** STATE WAGE RATE GROUP LIST IN(: ****:•
GROUP 1
350-11C, WIND(jW CLEANER 8.46
GROUP 2
Li
350. )090 BATCH WEIi.HMAN 10. 7E
f 3SO-0463 CRUSHER FEEDER 10.78
6„ 350-1260 PILOT CAR 10.7E
350-1870 TCCLROOM MAN (AT JOB SITE) 10.78
GROUP 3
350-1080 BALLAST REGULATOR MACFINE 15. 21
350-0 40 CARPENTER TENDER 15. 21
350-C"70 CEKENT FINISHER TENDE? 15.21
350-0310 CFIPPER 15.21
350-J340 CFUCK TENDER 15.21
351r0350 CLEAN-UP LABORER 15.21
`' 3'.0-0340 CCNCRETE FORM STRIPPER 15.21
;50-0470 CURING CCNCRETE 15.21
(' 350-0520 OEMOLITICN• WRECKING AND MOVING ( INCL. 15.21
6. CHARRED MATERIALS)
350-0710 EPCRY tECHNICIAN 15.21
350-0F. .3 GABION BASKET BUILDER 15.21
it 350-C820 GENERAL LABORER 15.21
350-C86u GRINDERS 15.21
350-1370 POT TENDER 15.21
84TH AVE. WATER MAIN
PpGF 5
r.
HKY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987
• OCCUPATION: LABORERS
r
'w LOCATION: CLALLAM• GRAYS HARBOR. JEFFERSON. KING, KITSAP. LEWIS, MASON,
PACIFIC* PIERCE. SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
L CODE DESCRIPTION RATE
****** STATE WAGE RATE GROUP LISTING s�A�•
Y'"
69 GROUP 3
r 350-1390 PCWDERMAN HELPER 15.21
350-1765 STAKE HOPPER 15.21
6+ 350-1880 TOPMAN - TAILMAN 15.21
350-1940 TUGGER OPERATOR 15.21
C350-2030 V18RATING SCREED ( AIR. GAS CR ELECTRIC) 15.21
GROUP 4
r^
350-0050 ASPHALT RAKER 15.69
L 750-0250 CEMFNT DUMPER - PAVING 15.69
3 -0-0420 CCNCRETE SAW OPERATOR 15.69
` 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69
3SO-0121 FALLER AND BUCKER - CHAIN SAW 15.6Q
350-0B40 GRADE CHECKER AND TRANSIT MAN 15.69
350-0950 HIGH SCALER,. 15.69
350-CS65 HCO CARRIER 15.69
350-3580 JACKHAMMER 15.69
350-IC90 MANHOLE BUILDER 15.69
350-1200 NCZZLEMAN (CONCRETE PUMP. GREEN CUTTER WHEN 15.69
USING COMBINATION OF NIGH PRESSURE AIR AND
WATER OIL CCNCRETE AND ROCK, SANDBLAST,
GUNNITE• SHOTCRETE) WATER BLASTER
3SO-1256 PAVEMENT BREAKER 15.69
350-1315 PIPE REL16ER (NUT INSERT TYPE) 15.69
350-1280 PIPELAYER AND CAULKER 15.69
350-1485 RAILROAD SPIKE PULLER (POWER) 15.69
350-1753 SPREADER (CONCRETE ( 15.69
350-1150 SPREADER - CLARY POWER OR SIMILAR TYPES 15. 69
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED ) 15.69
350-1220 TAMPER AND '.IM)LAR ELECTRIC. AIR AND GAS 15.69
OPERATED TOOLS
350-IE65 TIMBERMAN - SEWER ILAGGER, SHCRER, L CRIBBER) 15.69
- 84TH AVE. WATER MAIN
PAGE 6
HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 198T
OCCUPATION: LABORERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERrCN, KING, KITSAP, LEWIS, MASON,
PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
q***s STATE wnGE RATE GROUP LISTING *+*+++
GROUP 4
3SO-1505 TRACK LINER IPOWERI 15.69
" )-21100 VIBRATOR 15.69
�.- 1-2090 WELL—POINT MAN :5. 69
GRUUP 5
L
350-0200 CAISSCN 'oCRKER 16 .05
r 350-0535 DIVER 16.05
350—ILIO MINER 1605
350-1379 PCWOERMAN 16.03
350-1500 RE—TIMBERMAN 16.05
OTHER
350-9350 STATE: OVERIIME — ALL HOURS 1,ORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON. T'+RU FRI . ,
AND ALL HCURS WORKED CN SAT. (EXCEPT AKE—
UP DAY) SHALI BE PAID 1 1/2 TIMES Tt U:GULAR
RATE. ALL HOURS WORKED SUNDAYS ANO HOLIDAYS
_ SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE: HOLIDAYS — NEW YEARS DAY• MEMOR! %L
DAY, 4TH CF JULY, LABCR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FCLLOWING THANKS—
GIVING DAY AND CHRISTMAS DAY.
350-9352 STATE: FCREMAN — $0.50 PER HOUR ABOVE THE
HIGHEST LABOREROS CLASSIFICATION SUPERVISED.
350-9355 STATE: FOREMAN — 5HALL RECEIVE S0.50/HR
ABOVE HIGHEST PAID CCCUPATION SUPERVISED
r 84TH AVE. WATER MAIN
L.
6+ PAGE T
1 `
66
HWY-R32320•-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987
OCCUPATION: PUWER EOJIPMENT OPERATORS
LOCATION: CLALLAP, GRAYS HAR80R. ISLAND. JEFFERSON. KING. KI-SAP.
LEWIS. MASON, PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY E%TENCEO DUE WEST TO THE PACIFIC OCEANI. PIERCES
SAN JUAN, SKAGIT• CNOHOMISH, THURSTON, WHATCOM ANC THE
PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE I20TH
MERIDIAN: YAKIMA
FRINGE BENEFITS
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
�- *****+ FEDERAL WAGE P%TE GROUP LISTING •+++*+
GROUP 1
570-5501 CRANE 100 TONS AND CVER OR 200 FT. CF 800M --
INCLUDING JIB AND OVER
570-5506 LOADER, 8 YARCS AND OVER --
570-5511 SHOVELS AND ATTACHMENTS. 6 YARDS AND OVER --
^� GROUP 2
570-5516 CABLEWAYS --
„ 570-5521 CRANE OVER 45 TONS AND UP TO 103 TONS CR --
OVER 150 FT OF BOOM INCLUDING JIB
J 570-5536 HELICOPTER WINCH --
570-5546 LOADER. OVERHEAD 6 YARDS UP 70 8 YARDS --
570-5566 QUAD 9 AND SIMILAR• 0-10 AND PD-41 --
_ 570-5541 REMOTE CONTROL OPERATCR. ETC. --
5/G-5526 RCLLAGON --
570-5561 SCRAPERS. SELF-PROPELLED 45 YARDS AND CVER --
570-5551 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS --
570-5556 SLIPFORM PAVERS --
570-SS31 TCWER CRANE . -
GROUP 3
570-5576 BUA CUTTER --
570-5591 CHIPPER --
570-5571 CONCRETE BATCH PLANT CPERATCR --
570-5581 CRANES• 20 TONS THRU 45 TONS --
W 64TH AVE. WATER MAIN
r
f�
Sri PAGE 8
L
j
f
HW`!-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATLS SEPTEMBER 25, 1c-87
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR , ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN
BCUNDAR" EXTENCED DUE WEST TO THE PACIFIC OCEAN ), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON. WHATCOM ANC THE
PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
WAGE RATE:
OCCUPATION OCCUPATION STATE
COOE OESCRIPTICN RATE
*****t FEDERAL WAGE RATE GROUP LISTING as*ast
GROUP 3
570-5596 CRUSHERS --
570-5601 DERRICK --
570-5606 DRILLING MACHINE --
570-5W FINISHING MACHINE --
570-5586 HYDRALIFTS --
570-5616 LCAOERS, CVERHEAD UNDER 6 YARDS --
570-5626 MECHANICS . ALL --
570-5636 MIXERS, ASPHALT PLANT --
570-5641 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, --
PULLING SLCPES, DITCHES* ETC.
570-5E51 PILEDRIVER --
570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM --
ATTACHMENT
570-5676 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS --
570-5656 SCREED MAN --
570-5661 SHOVELS, BACKHOES 3 YARDS AND UNDER --
570-5666 SLAB-GRAUER - TRIMMER --
570-5681 TRACTOR. EO HP AN^ CVER, BACKHCE ANO ATTACH. --
570-5671 TRACTORS , BACKHOE --
CROUP 4
570-5696 A-FRAME CR'NE --
570-5686 BROOMS --
570-5736 CONCRETE PUMPS --
570-5706 CCNVEYOPS --
�' 570-5701 CRANES, UP TO 20 TO' --
570-5691 DCZERS, C-9 AND UNL .,:, YC-YC, PAY DOZER --
r
84TH AVE. WATER MAIN
V
i
PAGE 9
v
v
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTcMBER 25, 1987
OCCUPATICN: POWFR EOUIPMENT CPERATrRS
LOCATION : CLALLAP, GFAYS HARBOR. ISLAAO. JEFFERSCN, KING. RITSAP,
LEWIS, MASOti• PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN
BCUNDARY EXTFNCEO DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN. SKAGIT, SNOHCMISH. THURSTCN. WHATCOM ANC THE
PCRTION OF THE FOLLOWING CCUNTY LY'NG WEST OF THE 120TH
MERIDIAN: YAK14A
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTICN PATE
ssssss FEDERA;. WAGE RATE GROUP LISTING ssssss
GROUP 4
570-5771 DRIVER CN TRUCK CRANES OVER 45 TCNS --
L 570-5766 ECUIPMENT SERVICE ENGINEER
570-5721 FC4K LIFTS
570-5711 HCISTS. AIR TUGGERS. ETC.
570-5716 LCADERS - ELEVATING TYPE
V 570-5726 MOTOR PATRCL GRADER - NON-FINISHING
570-5731 MUCKING MACHINE. ETC.
570-5741 RCLI_ERS. CN PLANT, RCADMIX OR MULTILIFT --
- MATERIALS
570-5746 SAWS. CONCRETE _
570-5751 SCRAPERS - CARRY ALL
570-5756 SPREADERS, SLAW KNOX, ETC .
5YO-5776 TRACTOR. 60 HP AND UNDER, BACKHCE AND ATTACH. --
570-5761 TRENCHING MACHINES
_ GROUP 5
570-5796 ASSISTANT ENGINEERS
570-5821 COMPRESSORS _
570-51% CIL ( ISTRIBUTORS, BLOWERS, ETC.
570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER --
570-5801 PAVEMENT BREAKER _
570-98C6 PCSTHOLE DIGGER, MECHANICAL
570-Sell PCWER PLANT
570-5R26 PLMPS, WATER
570-5781 RCLLER, OTHER THAN PLANT RCAD MIX
570-5816 WPEEL TRACTORS, FARMALL TYPE _.
Wr
84TH AVE. WATER MAIN
L
LPAGE 10
V
r HWY—R32320—AA PREVAILING MINI UM HOURLY WAGE RATES SEPTEMBER 25, 1987
1 OCCUPATICN: POWER EQUIPMENT OPERATCRS
LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON. PACIFIC INCRTH OF WAHKIAKU14 COUNTY NORTHERN
BCUNOARY EXTE1'CE.D CUE WEST TO TFE PACIFIC OCEAN ), PIERCE,
SAN JUAN. SKAGIT. SNOHOMISI-. THURSTCN, WHATCOM ANC THE
L PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
WAGE RATES
r. OCCJPATION OCCLPATION STATE
CODE DESCRIPTICN RATE
sssaas FEDERAL WAGE RATE GROUP LISTING ssstsa
GROUP b
f,. 570-5831 GRADECHECKER AND STAKEMAN --
OTHER
r
�. 84TH AVE. WATER MAIN
PAGE i
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: POWER EQUIPMENT OPERATCRS
LOCATION: CLALLAIM. GRAYS HARBOR. ISLAND, JEFFERSON, KING. KITSAP. LEWIS.
PACIFIC* PIERCE, SKAGIT. SNOHOMISH* THURSTON AND WHATCCM COUNTIES
FRINGE BENEFITS
_ HEALTH AND WELFARE 1.95 S/MR.
PENSION
2.00 f/HR.
- TRAINING FUND .26 f/HR.
WAGE RATES
OCCUPATION OCCUPATION STATE
t CODE DESCRIPTICN RATE
L. ****** STATE WAGE RATE GROUP LI'TING
GROUP IA
570-5015 CRANE - CVERHEAD. BPICGE TYPE 18.98
r 100 TONS AND CVER
570-5SOO CRANE 100 TONS AND CVER OR 200 FT OF BOOM 18.98
INCLUDING JIB AND OVER
57C-5'05 LCADER. 8 YARDS AND OVER 18.98
570-5510 SHOVELS ANC ATTACHMENTS, 6 YARDS AND OVER 19.98
GROUP I
5TP- '515 CABLEWAYS 18.48
57, • '25 CRANE - OVERHEAD. BRIDGE TYPE 18,48
45 TONS THRCUGH 99 TCNS
570-5520 CRANE 45 TCNS AND UP TO 100 TCNS OR 18.48
150 FT CF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH 18.48
570-5345 LCADER, OVERHEAD 6 YARDS UP TO 8 YARDS 18.48
570-5730 MLCKING MACHINE, ETC. 18.48
570-5565 QUAD 9 AND SIMILAR, D-10 AND MD-41 18.48
570-5540 REMOTE CONTROL OPERATCR, ETC. 18.48
570-5525 RCLLAGON 18.48
570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 18.48
570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.48
570-5555 SLIPFORM PAVERS 18.48
570-5530 TOWER CRANE 18. 48
Y 570-5400 TRANSPORTERS, ALL TRACK CR TRUCK TYPE t8.48
ti
84TH AVE. WATER MAIN
r
1
PAGE 12
V
HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: POWER EQUIPMENT CPERATCRS
LOCATION: CLALLA", GRAYS HARBOR• ISLAND, JEFFERSON# KING, KITSAP, LEWIS,
PACIFII.. PIERCE, SKAGIT, SNOHOMISH, THURSTCN AND WHATCCM COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE OESCRIPTICN RATE
sss•sa STATE WAGE RATE GRCUP LISTING * #�•
r
GROUP 2
570-5575 BUMP CUTTER 18.04
570-5590 CHIPPER 18.04
6. 570-5570 CONCRETE BATCH PLANT OPERATOR 18.94
570-5035 CRANE — CVERHEAD. BRIDGE TYPE 18.04
r. 20 TONS THRCUGH 44 TCNS
570-5590 CRANES, 20 TCNS UP TC 45 TCNS 18.04
570-5595 CRUSHERS 18.34
570-5600 DERRICK 18.04
57C •5605 DRILLING MACHINE 18.04
,. 370-5610 FINISHING MACHINE 18.04
STO-5615 LCAOERS. OVERHEAD UNDER 6 YARDS 18.04
570-5620 LCCOMOTIVES. ILL 19.04
5TO-5625 MECHANICS, ALL 18.04
570-5635 MIXERS. ASPHALT PLANT 18.04
570-5640 MCTOR PATROL GRADERS — FINISHING. BLUETOPS , 19.04
PULLING SLOPES. DITCHES. ETC.
570-4730 PAVP OR C.LR8 EXTRUDER (ASPHALT AND CONCRETE) 18.04
570-5650 PILEDRIVER 18.04
570-2975 PILEDRIVER (SKID TYPE ) 18.34
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 18.04
ATTACHMENT
570-2565 RCTO—MILL PAVE"ENT DRCFILER 18.04
570-5675 SCRAPERS. SELF—PROPELLED UNDER 45 YARDS 18.04
— 570-5655 SCREED MAN 18.04
570-5660 SHOVELS . BACKHOES 3 YARDS AND UNDER 18.04
570-5665 SUB—GRACER — TRIMMMER 13.04
570-56F0 TRACTOR, 60 HP AND OVER, BACKHCE ANC ATTACH. 18.04
GROUP 3
570-5698 A—FRAME CRANE OVER 10 TONS 17.68
570-5735 CCNCRETE PUMPS 17.68
84TH AVE. WATER MAIN
3
a .
Lo PAGE I°
M
i
HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: POWER EQUIPMENT OPERATORS
i
LOC-^TIDN: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON# KING, KITSAP, LEWIS,
PACIFIC. PIERCE. SKAGIT, SNOHOMISH. TYURSTON AND WHATCCM COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
i CODE DESCRIPTICN RATE
e..
•r�tta STATE WAGE RATE GRCUP LISTING sayst;
w
j� GROUP 3
570-5705 CONVEYCRS 17.68
570-5700 CRANES, UP TO 20 TONS 17.6f'
570-5690 DCZERS, 0-9 AND UNDER, YO-YO, PI.Y DOZER 17.68
570-5765 ECUIPMENT SERVICE ENGINEER 17.68
C 570-5720 FORK LIFTS 17.68
5TO-5710 HOISTS, AIR TUGGERS, ETC . 17.68
570-2f95 riVDRALIF7S / BOOM TRUCKS OVER 10 TONS 17.68
570-5715 LCADERS - ELEVATING TYPE 17.68
$70-5725 MCTOR PATRCL GRADER NON-FINISHING 17.E8
570-5785 OILER DRIVER CN TRUCK CRANE 17.68
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT 17.68
r MATERIALS
Iri 570-5745 SANS, CONCRFTi 17.68
570-5750 SCRAPERS - CARRY ALL 17.68
570-2815 SCRAPERS, CONCRETE 17.68
570-5755 SPREADERS, BLAW KNOX. ETC. 17.68
570-5775 TRACTOR, 60 HP AND UNDER. BACKWOE AND ATTACH. 17.68
570-5160 TRENCHING MACHINES 17.68
GROUP 4
570-5697 A-FRAME CRANE, 10 TCNS AND UNDER 15.58
570- 5795 ASSISTANT ENGINEERS 15.58
570-2575 BCBCAT 15.58
570-5E85 BRCOMS 15.58
570-5E20 CCMPRESSORS 15.58
570-5830 GRADECHECKER AND STAKEMAN 15.58
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TCNS AND UNDER 15.58
570-5790 OIL DISTRIBUTORS, 8iCUERS, ETC. 15 .58
570-5800 PAVEMENT BREAKER 15.58
570-4735 PERMANENT SHAFT-TYPE ELEVATOR 15.i8
570-SE05 PCSTHOLE DIGGER, MECHANICAL 15.58
r
84TH AVE. WATER MAIN
f
r PAGE 14
t`
r' HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
1 .
OCCUPATION: POWER EQUIPMENT CPERATCRS
r
i
t� LOCATION: CLAL:AP. GRAYS HAR8CR, ISLAND, JEFFERSON. KING. KITSAP, LEWIS.
PACIFIC• PIERCE, SKAGIT, SNOHOMISH• THURSTOI AND WHATCCM COUNTIES
(L. WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
+++a++ STATE WAGE RATE GRCUP LISTING •+►+++
GROUP 4
C 5TO-5010 PCWER PLAA-I 15. 58
570-4745 PROBE TENDER IROTO-19I1L. ! i.58
570-5825 PIMPS, WATER 15.58
570-5780 FICLLER. CTHER THAN PLANT ROAD MIX 15 .58
'4 570-5815 kHEEL TR400RS. FARMALL TYPE 15. 58
1W OTHER
r 570-9570 STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS
w OF 8 HRS/DAY OR 40 HRS/WK. , MON. THRU FRI.
AND ALL HCURS WORKEC SAT. (EXCEPT WHEN WORKEC
AS A MAKE-UP DAY). SHALL BE PAID AT 1 1/2
TIMES THE REGULAR RATE. ALL HCURS WORKFD
SUNDAYS AND HCLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570• STATE: HCLIDAYS - NEW YEARS DAY* MEMORIAL
IV* 47H OF JULY, LABCR DAY* THANKSGIVING
1, FRIOAV AND SATURCAY FOLLOWING THANKS-
-,VING D, 0 ANC CHRISTMAS DAY.
37 : STATE: LE )MAN $0.30 OVER MECHANIC
84TH AVE. WATER MAIN
r
.• PAGE 15
V
Steel Ma i h Repl. 84th Ave. S. (124 to 132)
giftLorresponclunc.-
rn
HNY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, L987
a
OCCUPATION: SURVEYORS
LOCATION: CLALLAM* GRAYS HARBOR, ISLANO* JEFFERSON* KING* KITSAP* LEWIS*
MASON, PACIFIC, PIERCE• SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
COUNTIES.
FRINGE BENEFITS
TOTAL HOURLY BENEFIT — PARTY CHIEF 1.50 S/HR.
TOTAL HOURLY BENEFIT — INSTRUMENT 1.00 S/HR.
PERSCN
TOTAL HOURLY BENEFIT — CHAIN PERSON .70 S/HR.
' WAGE RATES
f ` OCCUPATION OCCUPATION STATE
a . CODE DESCRIPTICN RATE
a. 72C-0010 CHAIN PERSON 8.25
1v 720-0044) INSTRUMENT PERSON (JUNIOR ENGINEER( 10.00
720-0063 PARTY CHIEF 11 .5a
' OTHER
w.
720-9010 STATE: OVERTIME — ALL HOURS WORKED IN EXCESS
* OF 8 HOURS PER DAY CR 40 HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE—HALF TIMES THE REGULAR
RATE OF PAY.
84TH AVE. WATER MAIN
-. PAGE 16
1<
1'
HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS I-ARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTCN CCUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE 1.89 $/HR.
PENSICN 1.82 $/HR.
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
V •****o STATE WAGE RATE GROUP LISTING s�stfo
L
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.89
�+ EQUIPMENT WHEN A,-FRAME OR HYDRALIFT OR
1.. SIMILAR FCUIPMENT IS IN USE
T30-OC80 BUGGYMOBILE AND SIMILAR 17. 58
730-0100 BULK CEMENT TANKER 17. 74
730-CI10 BLLL LIFTS. OR SIMILAR EQUIPMENT USED IN 17.41
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS CN JOB SITESIWAREhCUSING
*+ 730-0120 BELL LIFTS, OR SIMILAR EQUIPMENT USED IN 17. 76
LCADING CR UNLOADING TRUCKS, TRANSPORTING
MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING
730-0140 BLS OR EMPLOYEE HAUL 17.41
730-0200 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURNU- 17. 31
RCCKERS, TCURNOWAGON, TCURNOTRAILER , CAT OW
SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE
ATHEY WAGON• EUCLID, TWO ANP FOUR-WHEELED
PCWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AKD BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:UP TO AND INCLUDING 5 YARDS
L
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84TH AVE. WATER MAIN
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ibis
S
h
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987
OCCUPATION: TEAMSTERS
LuCAT1ON: CLALLAM, GRAYS HARBOR, JEFFERSON. KING. KITSAP. LEWIS, MASON,
PACIFIC. PIERCE, AND THURSTCN COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE OESCRIPTILN RATE
s*rss• STATE ►AGE RATE GROUP LISTING sa�sta
130-0230 DLMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- 17. 74
RCCKERS, TOURNOWAGON, TOURNCTRAILER . CAT UW
SERIES* TERRA COBRA, LETCURNEAU, WESTINGHOUSE
ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELEC
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL. AND
PERFORMING WORK IN TEAMSTER JURISOICTICN:DUMP
LA TRUCKS, SIDE. ENO AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:CVER 16 VARDS TO AND INCL. 20 YARDS
730-0220 OUMPSTERS, AND SIMILAR EQUIPMENT.TOURNO- 17.69
RCCKERS, TCURNOWAGCh, TOURNCTRAILER , CAT OW
SERIES. TERRA CCBRA, IETCURNEAU, WESTINGHOUSE
ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED
PCWFR TRACTCA WTH TRAILER AND SIMILAR TOP-
LCAOEO ECUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP
TRUCKS. SIDE. END AND BOTTCM DUMP. INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATICNS
ThEREOF:OVER 12 YARCS TO AND INCL. 16 YARDS
T30-0210 DUMPSTERS , AND SIMILAR EGUIPMENT:TOURNO- 17.53
RCCKERS. TOURNOWAGON, TOURNCTRAILER, CAT OW
SERIES, TERRA CCBRA. LETCURNEAU, WESTINGHOUSE
ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED
PCWER TRACTCR MTh TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION-.DUMP
TRUCKS, SICE, ENC AND BOTTOM DJMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMBINATIONS
TI,EREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
cLa
Li
84TH AVE. WATER MAIN
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PAGE 18
L
)
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALL410, GRAYS HARBOR, JEFrERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
*s+ss• STATE WAGE RATE GROUP LISTING •*****
730-0260 OLMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- 18.23
RCCKERS, TCURNOWAGON, TOURNOTRAILE49 CAT DW
SERIES, TERRA CCBRA. LETCORNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
PCWER TRACTOR NTH TRAILER AND SIMILAR TOP-
LCADEO ECLIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN 'EAMSTER JURISDICTICN:DUMF
TRUCKS, SIDE, ENC AND BOTTOM DUMP, INCLUDING
SEMt-TRUCKS AND TRAINS OR CCMBINATIONS
TI-EREOF:CVER 40 YARCS TO AND INCL. 55 YARDS
730-0250 DUMPSTERS, AND SIMILAR EGUIPMENT:TOURNO- 18.07
RCCKERS, TCURNOWAGON, TOURNCTRAILER. CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
PCWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTFR JURISDICTION:DUMP
TRUCKS, SIDE, ENC AND BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMBINATIONS
THEREOF: CVER 30 YDS. TO AND IACL. 40 YDS.
730-0240 D4MPSTERS, AND SIMILAR EOUIPMENT:TOURNO- 17.91
RCCKERS, TGURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA CCBRA, LETCURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FCUR-WHEELED
POWER TRACTCR WTI- TRAILER ANC SIMILAR TOP-
LCAOEO ECLIPMENT TRANSPORTING MATERIAL AND
PERFORMING WCRK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, ENC AND BOTTC:. DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMBINATIONS
THEREOF:OVER 20 YARCS TO AND INCL. 30 YARDS
730-0405 ESCORT DRIVER OR PILCT CAR 12.25
730-0410 EXPLOSIVE TRUCK (FIELO MIX) AND SIMILAR 17.63
ECUIPMENT
730-C460 FLAHERTY SPREADER 17.74
84TH AVE. WATER MAIN
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r
e,.
HMY—R 32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25s 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM. GkAYS HARBOR. JEFFERSCN, KING, KITSAP. LEWIS. MASON.
PACIFIC, PIERCE, AND THURSTON COUNTIES
r
lV WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIDTICN RATE
ssssts STATE WAGE RATE GRCUP LISTING ++++++
730-0500 FLATBPO TRUCK, DUAL REAR AXLE 17.52
730-0490 FLATBED TRUCKS SINGLE REAR AXLE 15. 50
730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17.41
SERVICE MAN AND/OR TIRE SERVICE MAN
1ri 730-06711 HYSTER OPERATCRS (HAULING BULK LOOSE 17.58
AGGREGATES)
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17. 31
BATCH PLANTS
730—C730 LCWBED AND HEAVY DUTY TRAILER: OVER 103 18.07
TONS GROSS
f 730-0710 LCWBED AND HEAVY DUTY TRAILER: UNDER 50 17.63
1r TCNS GROSS
730—C720 LCWBED AND HEAVY DUTY TRAILER: 50 TONS 17.91
+q GRCSS TO AND INCLUDING 100 TCNS GROSS
ki 730—CE00 MECHANIC 17.75
730—OE10 MECHANIC HELPER 17.16
730-0910 OIL DISTRiBUTOR DRIVER ( ROADI 17.74
(W 730—IC13 PICK—UP TRUCK 15. 50
�. 730-1100 SCISSORS TRUCK 17.41
730-1140 SLURRY TRUCK DRIVER 17.63
730-1160 SNO—GO ANC SIMILAR EQUIPMENT 17. 63
ti 730-1I90 STRADDLE CARRIER IRCSS. HYSTER AND SIMILAR) 17.5d
730-1200 SWAMPER 17.31
730-1300 TEAM DRIVER 17.36
730-1350 TRACTOR, SMALL RUBBER—TIRED (WHEN USED WITHIN 17.41
TEAMSTER JURISDICTICNI
730-1570 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 13. 76
' CCNSTR.:CVER 20 YDS.
" 739-1560 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.60
CCNSTR. :OVER 16 YDS. TO AND INCL. 20 YOS.
730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.44
CCNSTR. :OVER 12 YDS. TO !VD INCL. 16 YDS.
4� 730-1540 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18. 28
t CCNSTR. :CVER 10 YOS. TO AND INCL. 12 YDS.
6R
84TH AVE. WATER MAIN
1
r PAGE 20
V
HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATIGN: TEAMSTERS
LOCATION: CLALLAM, GRAYS I-ARBOR, JEFFERSON* KING. KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTCN COUNTIES
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
s+Rrss STATE MACE RATE GROUP LISTING ••****
730-1530 TRANSIT-MIX USED EXCLLSIVELY IN HEAVY 18. 11
CCNSTR.:OVER 8 YOS. TC AND INCL. 10 YOS.
730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.95
CCNSTR. :OYER 6 YDS. TC AND INCL. 8 YOS.
730-1515 TRANSIT-MIX USED EXCLLSIVELY IN HEAVY 17. 79
CCNSTR. : OVER 4 112 YCS TO AND INCL. 6 YOS.
730-1501 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY 17.62
CCNSTR. - 0 YDS. TO AND INCL. 4 112 YDS.
730-1750 VACUUM TRUCK 17.41
730-1810 WAREHOUSEMAN AND CHECKERS 17.31
730-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS 17.74
730-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 17.41
GALLONS
730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17. 58
TO 3000 GALLONS
730-2210 WINCH TRUCK: DUAL REAR AXLE 17.63
730-220n WINCH TRUCK: SINGLE REAR AXLE 17.41
730-2220 WRECKER, TOW TRUCK AMC SIMILAR 5QUIPMENT 17. 41
OTHER
730-5730 STATE: OVERTIME - All FOURS WCRKED IN EXCESS
OF 8 HRS/CAY OR 40 HAS/WK. , MON. THRU FRI. ,
AND ALL HCURS WORKEC CN SATURDAYS, (EXCEPT
WHEN WORKED AS A MAKE-UP DAY) , SHALL BE PAID
AT 1 112 TIMES THE REGULAR RATE OF PAY. ALL
HCURS WORKED CN SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY.
730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABCR DAY, THANKSGIVING
DAY, FRIDAY AND SATURCAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
84TH A'vE. WATER MAIN
PAGE 21
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 259 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE. SAN JUAN, SKAGIT* SNOHOMISH, THURSTON,
.. AHATCOM, YAKIMA, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM
CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI ,
TFE PORTION OF THE FOLLLOWING COUNTIESLYING WEST OF THE 120TH
MERIDIAN: CHELAN* DOUGLAS AND OKANGGAN
i`
FRINGE BENEFITS
.. WAGE RATES
OCCUPATION OCCUPATICN STATE
r
CODE DESCRIPTION RATE
;. srrrAr FEOER L WAGE RATE GROUP LISTING rrsrrs
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR -+
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR ECUIPMEN7 IS IN USE
730-0080 BLGGYMOBILE AND SIMILAR ==
730-0100 BULK CEMENT TANKER
730-0110 BULL LIFTS , OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPCRTING
MATERIALS CN JOB SITES:WAREHOUSING
130-0123 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN --
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS EN JOB S17ES:OTHER THAN WAREHOUSING
730-014J BUS OR EMPLOYEE HAUL --
730-0145 CHECKERS --
730-0200 OUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- --
RCCKERS, TCURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA. IETCURNEAU, WESTINGHOUSE
ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED
PCWER TRACTOR WTI- TRAILER AND SIMILAR TOP-
LCAOED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE. ENC AND BOTTOM DUMP, INCLUDING
SERI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:UP TO AND INCLUDING 5 YARDS
84TH AVE. WATER MAIN
r
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HWY-R32320-AA PREVAILING MINIMUM HOURLY %AGE RATES SEPTEMBER 25, 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALI.AP, GRAYS HAR20R9 ISLAND. JEFFEI�RSON, KING. KITSAP, KITTITAS,
LEWIS, MASON, PIERCE• SAN JUAN, SKAGIT9 SNOHOMISH• THURSTON,
WHATCOM, YAKIMA, PACIFIC ( TI-E PCRTICN NORTH OF THE WAHKIAKUM
CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) .
THE PORTION OF THE FOLLLCWING CCUNTIESLYING WEST CF THE 120TH
MERIDIAN: CHELAN, DOUGLAS AND CKANOGAN
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
it
ssssss FEDERAL WAGE RATE GROUP LISTING sssssa
r
{„ 730-0210 DUMPSTERS, AND SIMILAR EPUiPMENT:TOURNO- --
RCCKERS, TOURNOWAGCN, TOURNCTRAILER , CAT DW
SERIES, TERRA COBkA, LETCURNEAU, WESTINGHOUSE
C ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELEC
PCWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED ECUIPMENT TRANSPORTING MATL ' IAL AND
PERFORMING WORK IN TEAMSTER JURISDI�fION:DUMP
TRUCKS. SIDE. ENO ANO BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:CVF.R 5 YARDS TO ANC INCL. 12 YARDS
730-0220 DUMPSTERS, AND SIMILAR EGUIPMENT:TOURNO- --
"" RCCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETCURNEAU. WESTINGHOUSE
.. ATHEY WAGCN, EUCLID• TWO AND FCUR-WHEELED
%. POWER TRACTOR WTI- TRAILER AND SIMILAR TOP-
LCAC7D ECLIPMENT TRANSPORTING MATERIAL ANO
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS. SIDE. END AND BOTTCM DUMP. INCLUDING
- SEMY-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:CVER 12 YARDS TO AND INCL. 16 YARDS
730-0230 DUMPSTERS. AND SIMILAR ECUIPMENT:TOURNO- --
RCCKERS, TCURNOWAGON. TOURNCTRAILER, CAT OW
SERIES, TERRA C08RA9 LETCURNEAU, WESTINGHOUSE
ATHEY WAGCN. EUCLID, TWO AND FCUR-WHEELEC
POWER TRACTOR NTH TRAILER AND SIMILAR TOP-
LCADED ECLIPMENT TRANSPORTING MATERIAL AND
PERFORMING WCRK IN TEAMSTER JURISDICTION:DUMP
TRUCKS. SIDE. END AND BOTTCM DUMP, INCLUDING
w SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
i 84TH AVE. WATER MAIN
r
PAGE 23
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HWY-a232320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 19ST
OCCUPATION: TEAMSTERS
LOCATION: CLALLAP. GRAYS 14AR801t, ISLAND, JEFFERSON* KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THORSTON,
WHATCOM, YAKI/MA, PACIFIC ITFE PCFTICN NORTH OF THE WAHKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI ,
THE PORTION OF THE FCLLLCWIhG COUNTIESLYING WEST OF THE 120TH
MERIDIAN: CHELAN. DOUGLAS AND OKANCGAN
WAGE RATE:
OCCUPATION OCCUPATICN STATE
CODE DESCRIPTION RATE
*****• FEDERAL WAGE PATE GROUP LISTING **ss•
730-0260 OI:MPSTERS, AND SIMILAR ECUIPMENT:TOURNO- --
RCCKERS, TGURNOWAGON, TOURNCTRAILER , CAT DW
SERIES, TERRA COBRA, LETCURNEAU, WESTINGHUUSE
ATHEY WAGCN, EUCLID, TWO AND F CUR-WHEELED
PCWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LCADEO EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTICN:OUMP
_. TRUCKS, SIDE, ENO AND BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF :CVER 40 YARCS TO AND INCL. 55 YARDS
730-0240 DUMPSTERS, AND SIMILAR EQU[PMENT:TOURND- --
RCCKERS, TCURNOWAGON, TOURNCTRAILER, CAT OW
SERIES. TERRA COBRA, LETCURNEAU, WESTINGHUUSE
ATHEY WAGCN, EUCLID, TMD AND FOUR-WHEELED
PCWER TRACTOR MTh TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISO[CTION :DUMP
TRUCKS, SIDE. ENO AND BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:GVER M YARDS TO AND INCL. 30 YARDS
730-02SO DLMPSTERS. AND SIMILAR EQUIPMENT.TOURNO- --
RCCKERS, TCURNOWAGON, TOURNOTRAILERP CAT DW
SERIES, TERRA CCBRA, LETCURNEAU, WESTINGHUUSE
ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELEC
POWER TRACTOR WTF TRAILER AND SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP
TRUCKS, SIDE, ENO AND BOTTCM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF :CVER 30 YDS. IC AND INCL. 40 YOS.
84TH AVE. WATE:1 MAIN
PAGE 24
HWY—R32320—AA PREVAILING MINIMt;M HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR• ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, CNOHOMISH, THURSTON,
WHATCOM, YAKIPA, PACIFIC ( THE PCRTICN NJRTH OF THE WAHKIAKUM
CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) ,
THE PCRTICN OF THE FOLLLCWING CCUNTIESLYING WEST OF THE L20TH
MERIDIAN: CHELAN, DOUGLAS AND OKANOGAN
WAGE RATF�
OCCUPATION OCCUPATION STATE
b
CODE DESCRIPTION RATE
****** FEDERAL WAGE PATE GROUP LISTING •*►��•
730-0400 ESCORT DRIVER --
730-0410 EXPLOSIVE TRUCK (FIELC MIX) AND SIMILAR --
EQUIPMENT --
730-0460 FLAHERTY SPREADER
T30-0500 FLATBED TRUCK, DUAL REAR AXLE --
730-0490 FLATSE0 TRUCK, SINGLE REAR AXLE -_
730—C610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LCCSE --
AGGREGATES) --
730-0690 LEVERMAN AND LOACERS AT BUNKERS AND
BATCH PLANTS
730-0730 LCWBEO ANC HEAVY DUTY TRAILER: OVER 100 --
TCNS GROSS --
730-0710 LCWBED AND HEAVY DUTY TRAILER: UNDER 50
TCNS GROSS
730-0720 LCWBEO ANC HEAVY DUTY TRAILER: 50 TCNS --
GROSS TO AND INCLUDING 100 TONS GROSS
730-0910 OIL DISTRIBUTOR DRIVER IROAOI --
730-1010 PICK—UP TRUCK --
730-1020 PILOT CAR --
730-1100 SCISSORS TRUCK --
730-1140 SLURRY TRUCK DRIVER --
730-1160 SNO—GO AND SIMILAP EQUIPMENT --
w 730-1190 STRADDLE CARRIER IRCSS, HYSTER AND SIMILAR) --
730-1200 SWAMPER --
730-1300 TEAM DRIVER --
730-1350 TRACTOR, SMALL RUBBER—TIREC (WHEN USED WITHIN --
TELMSTER JURISDICT'ICNI
i
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84TH AVE. WATER MAIN
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to
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN. SKAGIT, SNOHOMISH. THURSTON.
WFATCOM, YAKIMA, PACIFIC ( THE PORTICN NORTH OF THE WAHKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) ,
THE PORTION OF THE FCLLLCWING CCUNTIESLYING WEST OF THE 120Th
MERIDIAN: CHELAN♦ DOUGLAS AND CKANOGAN
WAGE RATES
OCCUPATION OCCUPATICN STATE
CODE DESCRIPTION RATE
****** FEDERAL WAGE RATE GRCUP LISTING suit■
L 730-1435 TRANSIT MIX,OVER 10 YOS. TO AND INCLUDINC, 12 YDS.
130-1425 TRANSIT MIX.OVER 8 YCS. TC AND INCLUDING 10 YOS.
730-1415 TRANSIT MIX,OVER 6 YCS. TC AND INCLUDING 8 YDS.
T30-1405 TRANSIT MIX,OVER 4 YCS. TC AND INCLUDING 6 YDS.
730-1447 TRANSIT MIX,OVER 16 YCS. TO AND INCLUDING 20 VOS.
73u-1445 TRANSIT MIX,OVER 12 YOS. TO AND INCLUDING 16 YDS.
730-1451 TRANSIT MIXERS AND TRLCKS fAULING CONCRETE:OVER 20 YCS.
r" 730-1500 TRANSIT-MIX, 0 TO %ND INCLUDING 4. ; YDS. --
730-1750 VACUUM TRUCK --
730-1610 WAREHOUSEMAN AND CHECKERS --
�. 730-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS --
730-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 --
r GALLONS
730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS --
TC 3000 GALLONS
730-2210 WINCH TRUCK: DUAL REAR AXLE --
730-2200 WINCH TRUCK: SINGLE REAR AXLE --
730-2220 WRECKER , TCW TRUCK ANC SIMILAR EQUIPMENT --
OTHER
r .
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84TH AVE. WATER MAIN
PAGE 26
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HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987
OCCUPATION: TRAFFIC CONTROL STRIPERS
LOCATION : STATEWIDE (EXCEPT CLARK, CCWLITZ, KLICKITAT, PACIFIC-THAT PORTION
SOUTH C: THE WAHKIAKUM CCUATY NORTHERN BOUNDARY EXTENDED DUE WEST
` IC THE PACIFIC OCEAN, SKAMANIA, AND WAHKIAKUM COUNTIES(
FRINGE BENEFITS
APPRENTICE TRAINING .06 $/HR.
HEALTH AND WELFARE 1.70 S/HR.
PENSION .50 $/HR.
CWAGE RATES
OCCUPATION OCCUPATICN STATE
CODE DESCRIPTION RATE
820-OC20 JCURNEYMAN 17. 15
r
r OTHER
820-9470 STATE: OVERTIME - HCURS IN EXCESS OF 40 IN
ANY WORK WEEK SI.ALL BE PAID AT ONE
ANC ONE-HALF TIMES THE REGULAR RATE.
V
ti BATH AVE. WATER MAIN
PAGE 27
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SUPPLEMENTAL PROVISIONS
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DIVISION I
GENERAL REQUIREMENTS
1-01 DEFINITION AND TERMS
1-01.10 DEPARTMENT DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION)WHEN THESE :=°ECIFICATIONS REFER TO THE DEPARTMENT OR DEPAR,MENT OF TRANSPORTATION THIS REFERENCE
WILL ALSO L tUOE THE CITY WHERE APPLICABLE.
1-0.1.11 ENGINEER (REPLACEMENT SECTION) ,M
THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH MIS AUTHORIZED REPRESENTATIVES. ..
1-01.23 SECRETARY, SECRETARY OF TRN47MTATION MPPLEAENTAL SECTION)
THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SMALL ALSO REFER TO THE DIRECTOR O' PUBLIC WOWS. `
W.
11=01.26 STANDARD SPECIFICATIONS (AWiTIONAL SECTION)
OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF:
AWWA AMERICAN WATERWORKS ASSOCIATION
ANSI 44ERICAN NATIONAL STANDARDS
ASA AMERICAN STANDARDS ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
NEC NATIONAL ELECTRICAL CODE
1-01.27 STATE (ADDITIONAL SECTION)
THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE
APPLICABLE. `-
1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION)
THE TERM "SHOP DRAWINGS" SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED
MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A
SUBCONTRACTOR. OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER,
1-01.38 ACT OF GOD (ADDITIONAL SECTION)
"ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTME7R CATACLYSMIC PHENOMENON OF NATURE. A
RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC
LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE
GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. `-
1-01.39 OR EQUAL (ADDITIONAL SECTION)
MERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE
ENGINEER, SHALL BE THE SOLE JUDGE OF 1HLF QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION.
1-01.40 APPROVAL (ADDITIONAL SECTION)
THE TERM "APPROVAL" OR "APPROVED" SHALL AEON APPROVAL GI'IEN BY OR GIVEN PROPERLY ON THE BEHALF OF
THE OWNER.
Supplemental Specifications
(Rev 02/09/87) Page 2
rCITY OF F04TON
r. STANDARD SPECIFICATIONS
THE ESTANDARD SPECIFICATIONS FOR ROAD,
AND THE WASHHINGTON AND CSTATE CHAPTER CONSTRUCTION
OF THE AMERICAN PUBLIC WASHINGTON
1 . STATE DEPARTMENT OF TRANSPORTATION 94Fi
r' SPECIFICAOTN 1994 IONS TOGETHER W�•L BE THE LAWS OF TIERSTATE�MASHINGTON M AS THE -STANDARD
ORDINANCESCATMe CHARTER OF
ED
N THESE
H THE CITY OF W= IN THEIRTENTT SO FAR AS IRETY AND SHALLICABLEAPPU.Y'EXCEPTARE A.S AWOM OR IS`�SEDED BYSPECIFICATIONS
TfESPECIAL PROVISIONS
r-3 HEREIN.
ILE IN THE
ICE OF THE PUBLIC WOWS
MUNICIPAL BUILDING, TON,OF THESE STANDARD CWASHINGTON 9805IFTCATIONS IS 5, FWHEK THEY MAY FBE EXAMINED AND COPIED By AYDIRECTOR'
INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATION REFERENCE W ERM RESTOTTFE SUCH
REFERENCE
SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND MRNERE
V . REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WOWS, Cl... OF RENTON' OR HIS DULY
AUTHORIZED REPRESENTATIVE.
NOTE: THE SPECIAL MD SU1PPlEMONTAL PROVISIONS HEREINAFTER CONTAINED SALL BE IN ADDITION TO OR
.
L^ SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH.
STI DARD PLANS
THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION
CATIONS
(4WLL�APPLYBEXCEPT AS�AMENDED OP. SUPERSEDED BBYECTHEICITY OF ARENT THOUGH
ON STANDARD F?AN THEIR ENTIRETY
BOUND HEREIN.
A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE =XAMINEO AND
COPIED BY ANY INTERESTED PARTY.
HEADINGS
HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR
REFERENCE ONLY AND 94ALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE
THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS.
WHERE SECTIONS ARE MARKED 'REPLACEMENT SECTION" OR "PARTIAL EP AACEMENTSTANDAR SECTION-,
TIONS NOTED.
THE
SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE,
WHERE SECTIONS ARE MAPo(ED "ADDITIONAL SECT:?!", THE SPECIFICATIONS HEREIN
LARE
ECTO BE lUI", NADDITION TO
- THE STANDARD SPECIFICATIONS NOTED: WHERE SECTIONS ARE NARKED SPP1-
9)ECIFICATIONNS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
1-04.5 CONTINUED
EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH
APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER.
THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SWILL BE FINAL AND BINDING ON THE PARTIES,
UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND
FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE
PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION:
1. ARE MDT RESPONSIVE TO THE QUESTIONS SUBMITTED;
2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
3. IS ARBITRARY AID/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE
ISSUES SUBMITTED TO ARBITRATION.
THE BOND OF ARBITRATORS 94ALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND !
CONCLUSIONS BASED ON THE EVIDENCE AOOUCEO AT ANY SUCH HEARING.
THE ARBITPATION 94ALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND
COURT DECISIONS GOVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS
THE BOARO'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR
WITHOUT REASONABLE FOUDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR.
THE VENUE OF ANY SUIT SMALL BE IN KING COUNTY, WASHMTON, AND IF THE CONTRACTOR IS A NON-RESIDENT
OF THE STATE OF WASHINGTON, HE SHALL DESIOWTE AN AGENT, UPON WHOM PROCESS WAY BE SERVED, BEFORE
C04EWING WORK UNDER THIS CONTRACT.
THE CONTRACTOR ACCEPTS THE TERMS AND CONDITIONS OF A CHANGE ORDER BY ENDORSEMENT OF THE CHANGE
ORDER, BY ACCEPTANCE THROUGH SEPARATE WRITING, OR BY FAILURE TO PROTEST AS PROVIDED IN THIS
SECTION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FULL EQUITABLE ADJUSTMENT FOR ANY
WORK CHANGED OR REQUIRED BY THE CHANCE ORDER.
THE CONTRACTOR ALSO ACCEPTS ANY WRITTEN JR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR
DETERMINATION FROM THE ENGINEER BY FAILURE TD PROTEST AS PROVIDED IN THE SECTION.
WHEN A CONTRACTOR PROTESTS A CHANCE ORDER OR OTHER WRITTEN OR ORAL ORDER, THE CONTRACTOR SHALL KEEP
FULL AND COMPLETE RECORDS OF THE COSTS AD ADDITIONAL TIME INCURRED. THE CONTRACTOR SHALL PERMIT
THE ENGINEER TO HAVE ACCESS TO THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ..
ASSIST IN EVALUAATING THE PROTEST.
ALL PROTESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FINDS THE PROTEST TO HAVE MERIT,
THE ENGINEER WILL MAKE AN EQUITABLE ADJUSTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE WORK OR
THE TIME REQUIRED AS W DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO
ADJUSTMENT WILL BE MADE.
PROTEST 94ALL NOT RELIEVE THE CONTRACTOR FROM MIS OBLIGATION TO PROCEED PR04PTLY WITH TH WORK AS
ORDERED BY THE ENGINEER
1-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION)
A'.. SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FRM ANY OF THE DISCARDED FACILITIES SHALL, AT
THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SOPS. ALL SALVAGED
WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AN" SAN77ARY MANHOLE
COVERS 94ALL BE SALVAGED AND DELIVERED TO THE CITY SUPS.
Supplamentai Specifications
(Rev 02/09/87) Page 4
1-02 BID PROCEDURES AND CONDITIONS
1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION)
COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) MILL BE ON FILE IN THE DESIGN EN;INEERING
SECTION OF THE CITY OF RENT@, PUBLIC WOWS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055.
BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET
FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON.
1-02.6(1) PROPRIETARY INFORMATION
VENDOR SHOULD IDENTIFY CLEARLN ANY I/IATERIAL(S) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS,
DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCM 42.17.310, OR ANY
MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF
EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE
OF SUCH INFOMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO
—' LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS
BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE,
N" IN FACT, SO EXEMPT.
V
1-02.12 PUBLIC OPENINGS OF BIOS (REPLACEMENT SECTION)
SEALED BIOS MILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK,
MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND MILL BE OPENED AND PUBLICLY
READ ALOUD.
1-03 AWARD AND EXECUTIOi OF CONTRACT
1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION)
ALL BIDS MILL BE BASED ON TOTAL SUN OF ALL SCHEDULES OF PRICES. NO 'ARTIAL BIDS MILL BE ACCEPTED
UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER
TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION.
1-04 SLOPE OF THE WORK
1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
" ANY QUIESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS
TO THE MEANING OR INTENT OF ANY PART OF THE PLANS 40 SPECIFICATIONS OR ANY CONTRACT DOCUMENT,
SWILL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES
.. FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
FAILURE ON iH£ PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR
_ REJECT IMPROPER, DEFECTIVE OR INFERIOR WOK OR MATERIALS, SHALL NDT BE CONSTRUED AS IOU ACCEPTANCE
OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED
TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUYNITITY AND QUALITY OF THE SEVERAL KINDS
OF WORK EMBRACED IN THESE IMPROVEMENTS. HE 94ALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF
THE WORK AND THE INTERPRETATION OF THE PLANS ANZ SPECIFICATIONS.
IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL,
WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLEW IN WRITING OF THE ANTICIPATED NATURE ANO
MOLNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSEI CE IN THE GIVING OF SU74 NOTICE. IN THE
Supplemental Specifications
(Rev 02/09/87) Page 3
Hr
1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION)
THE ENGINEER SMALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE
ORAWINCS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25
FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN
PROCESS, THE CONTRACTOR SHALL HAVE IN MIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR
OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEES BALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION
GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF
0.50 PERC<NT OR LESS. AT LEAST TREE BATTER BOARDS HALL REMAIN IN PLACE DURING PIPE LAYING
OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STARS SHALL BE DESTROYED 100 REQUIRE
RESETTING, A SUN SMALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TC THE EXTRA COST
IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT.
THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING;
.. REQUESTS FOR USE, LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW
AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL
METHODS.
3. PROPER ANCHORING (IF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR
EXCAVATILv'.
THE CONTRACTOR SHALL ARRANGE HIS WOW( TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE
NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING
ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. `-
DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK
TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION `
TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE
PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE. UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY '-
LISTED IN THE SCHEDULE OF PRICES. .
1-OS 5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION)
WHERE THE CONTRACTOR I! REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR .
SECURING THE SERVICES (F A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING WEEDED J
IN CONJUCTION WITH TH.' PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO:
ROADWAY CENTERLINE SANITARY SEWER
SLOPE STAKING FIRE HYDRANTS •••1
CURBS AND GUTTERS STREET LIGHTING
GRADING AND PAVING U OERGROU'DING POWER 8 TELEPHONE
TELEMETRY TRAFFIC SIGNAL SYSTEM
STORM DRAIN SYSTEM PSP&L CO. d P.N.W.B. VAULTS
MONLMENTS MONUMENT REFERENCE/STRADDLE POINTS
' SIGNAL SYSTEMS d POLES
Supplemental Specifications
(Rev 02/09/87) Page 6
P=
1-04.10 CONTINUED
ANY COST INCURRED IN SALVAGING AND DELIVERING SUCti ITEHS SHALL BE CONSIDERED INCIDENTAL TO THE
PROJECT AND NO COMPENSATION WILL BE MADE.
' 1-04.12 WASTE SITES (ADDITIONAL SECTION)
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE
LOCATIONS SELECTED BY THE CONTRACTOR.
THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF DETAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN
THIS SECTION 94ALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER
COMPENSATION WILL BE MADE.
THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS
' DESCRIBED BELOW:
THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EOUIPMEN- AS
DEEMED NECESSARY BY THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG
THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED.
' COPIES OF THE PERMITS AND APPROVALS ARE TO BE `iUMMITTED TO THE ENGINEER PRIOR TO STARTING ANY
WORK.
1-04.13 HORS OF WORK (ADDITIONAL SECTION
THE WORKING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO
5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE
INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REFiSONS OF SAFETY, HEALTH, OR WELFARE.
1-04.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH S SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE
COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE
SITE OF CONSTPUCTION IN GOOD CONDITION AND AT ALL 1IMES AVAILABLE TO THE OWNER AND THE ENGINEER.
ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REWIRED, WILL BE FURNISHED BY THE OWNER AT NET
COST OF REPRODUCTION.
1-05 CONTROL OF WORK
1-05.3 PLAKS AND WORKING DRAWINGS (PARTIAL REPLPCQENT SECTION)
DRAWINGS SUBMITTED SHALL BE ON 1.2 INCH BY 34 INCH PIYLAR OR 94ALLER SHEETS WITH DIMENSIONS IN
MLTIPLES OF 8 1/2 BY 11 INCHES.
1-05.3(1) SUBMITTALS (NEW SECTION)
THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA,
CERTIFICATES, SIMPLES, TESTS, METHOD, SCHEOLES, AND MMAFACTUER'S INSTRUCTIONS AS REQUIRED TO
DEMONSTRATE FULLY THAT THE MATERIALS AND A:7UIPENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY
WITH THE PROVISIONS AND INTENT OF THE SPECIFi:ATIG'NS AND DRAWINGS. IF THE INFOPoNATION SHOWS ANY
DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING
ACCOMPANYING THE INFORMATION, ADVISE THE DCINEER JF THE DEVIATION AND STATE THE REASONS THEREFORE.
.. Supplemental Specifications
(Rev 02/09/87) Page 5
1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WOW WHEREUPON THE
ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE
WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AD SHALL THEREUPON RECCMMENO TO THE OWNER THAT
THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WOW SHALL BE MADE BY THE
OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY
SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR
CHANGED CONDITIONS OR CHANCED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR
ADDITIONAL COMPENSATION.
1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION
WRITTEN NOTICE SHA'..L BE DEEMED TO HAVE BEEN OLY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL,
OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR
IF SENT BY REGISTERED UNITED STATES WAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS.
1-05.16 ERRORS AND OMISSIOS (NEW SECTION)
IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE
CONTRACT DOCUMENTS OR IN T'E LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES
AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE
LOCALITY, HE SMALL IMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL
RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY,
UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.4 SANITATION (ADDITIONAL SECTION)
ALL EXPENSES INCURRED IN SUPPI ING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT AND NO COPENSATION SHALL BE MADE.
1-07.7 LOAD LIMITS (REPLACEMENT SECTION)
ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO
CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS
THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES.
PAYMENT WILL NOT BE WADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL W-IGHT FOR WHICH
THE VEHICLE IS LICENSED.
ANY VIOLATION OF THESE REGULATIONS SHALL BF REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT.
THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WOKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON
THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
1-07.9 WALES (REPLACEMENT SECTION)
THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITION_ THERETO RELATING TO
MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE.
HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SOWN IN THE CONTRACT. WHEN FEDERAL WAGE ^
RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF
LABOR DECISION NUMBER WA 83-5110.
Supplemental Specifications
(Rev 02/09/67) Page 8
M4
1-05.5(2) CONTINUED
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE
ALL REPLACEMENT STAKING OR RE-STAKING HEEDED. THE CITY WILL PROVIDE TIE CONTRACTOR'S SURVEYOR WITH
THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH
SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEHENI5 CONSTRUCTED L"xR THIS CONTRACT. THESE
NOTES SMALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AHD CUT TO EACH TEE, VALVE,
BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATER SERVICE, CURB,
GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS
CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY. IN A FORMAT CONFORMING TO
r« GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE
CITY ON REQUEST.
THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COPDNSATION FOR ALL SURVEYING NEEDED
TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE
Hw REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE
IN CONECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WOW COMPLETED AS DETERMINED BY THE
P' ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING
L SHALL BE DOE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE
GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE.
Y'
1-G5.5(3) CONTRACTOR PROVIDED AS-BUILT INFORMATION
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET,
�" AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED
L.. UNDER THIS PROJECT.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEVJR LOCATE BY CENTERLINE STATION,
OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DOE UNDER THIS CONTRACT.
MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS:
-- MANHOLES CATCH BASINS AND INLETS
VALVES VERTICAL AND HORIZONTAL BENDS
JUCTION BOXES CLEANOUTS
SIDE SEWERS STREET LIG .S & STANDARDS
HYDRANTS MOOR CHANGES IN DESIGN GRADE(5)
VAULTS CULVERTS
AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE
TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES;
AND OE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE
_. CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS
UPON WHICH HE HAS PLOTTED THE AS-BUILT I OCATION OF THE NEW WORK AS RECORDED IN THE FIELD EDOK(S).
THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY.
THE LUMP SLIM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FDA ALL SRVEYING NEEDED
TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE
REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTLUL PAYMENTS FOR THIS ITEM WILL BE MADE
IN CONNECTION WITH T,HE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE
ENGINEER.
Supplemental Specifications
`' (Rev 02/09/87) Page 7
1-07.9 CONTINUED
ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL ALSO FURNISH MEEKLY PAYROLL
STATEMENTS TO THE ENGINEER.
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND
MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED
SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E.
THE CONTRF:70R'S RECORDS PERTAINING TO MATES PAID AND PAYROLLS 94ILL BE OPEN TO INSPECTION OR AUDIT
BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND ?OR A PERIOD OF NOT LESS THAN
THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR 9W.L RETAIN SUCH RECORDS
FOR THAT PERI'HD. MERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE
MAINTAINED BY SUCONTRACTOLS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EVRESSLY GUARANTEES THAT
THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY
REPRESENTATIVES OF THE CI N ON THE SAME TERMS 40 CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF
+1. AN AUDIT IS TO BE COMMENCED MORE THAN SIMTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT,
4 THE CONTRACTOR MILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN.
BEFORE PAYMENT IS MADE By THE CITY OF NNY SUMS DUE DOER THIS CONTRACT, THE rITY MUST RECEIVE FROM
THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES"
(FORM L 6 I NUR 700-29) AS SIGJNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AHD
INDUSTRIES.
UPON COPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR
A COPY OF "AFFIDAVIT OF WARES PAID" (FORM L 6 I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND
INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE
AFFIDAVITS MILL BE REQUIRED BEFORE ANY FURS RETAINED, ACCORDING TO THE PROVISIONS OF RCM
60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND
INDUSTRIES.
A FEE OF $12.50 PER EACH "S'ATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES
PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE
CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE
DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS
CONTRACT.
IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WAWINGTON STATE DEPARTMENT OF LABOR AND
INDUSTRIES A "REQUEST FOR RELEASE" FOFM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES.
1-0'.11(9) SUBCONTRACTING (ADDITIONAL SECTION)
BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF ANDUNTS PAID TO
MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY
THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE
PARTICIPANTS.
1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION)
THE CONTRACTOR MILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND
OR FINAL. PAYMENTS TO THE CONTRACTOR MILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR:
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH JULY - STATE HIGHWAY FO04 PR-1391 ..
TH: OWNER MILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING.
Supplemental Specifications
(Rev 02/09/87) Page 10
'f 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY
ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REWIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN
THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE
DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT
IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE
SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK CF ANY
INCREASED LABOR COST BY REASON OF PAYING HIDER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY
DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS
CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE
WILL HAVE TO PAY.
r
V THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF
THE APPROVED •STATEMENT OF INTENT TO PAY PREVAILING WAGE-, A COPY OF THE PREVAILING WAGE RATES FOR
.. . THE PROJECT UPON WHICHH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH
CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE
DEPARTMENT OF LABOR AND INDUSTRIES MERE A COPLAINT OR INQUIRY CONCERNING PREVAILL:G WAGES MAY BE
MADE.
ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WA94INGTON DEPARTMENT OF LABOR AND
INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE
PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS
THAN THE WAGE WHICH IS THE HIGHER OF THE TWO.
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE
STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF
REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPKENTICESHIP COUNCIL AND THE
PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE E.PLOYEE.
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.
S. SECRETARY OF LABOR, HE FALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH
EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE
U. S. BUREAU GF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR
94ALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND
TRAINING.
THE CONTRACTOR SHALL SU94IT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE
JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH
RATIOS AND RAZES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS.
IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORM OF A SIMILAR NATURE TO
THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE hDJUSTED BY THE PARTIES OF
INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE
DIRECTOR OF THE DEPARTMENT CF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED
STATES SECRETARY OF LABOR MIEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS
DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE.
IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE
CONTRACTOR BALL REO7UEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FCR THE. CLASSIFICATION AND
FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF
LABOR AND INDUSTRIES.
BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMAATE PAYMENT CHECK THE CONTRACTOR MUST SUBMIT A
'- "CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY). COFIP4ING THAT PREVAILING WAGE
RATES HAVE BEEN PAID.
Supplemental Specifications
(Rev 02/09/87) Page 9
r
1-07.16 CONTL,
DUST AND MLlD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE
MADE FOR THIS SECTION.
COPLAINTS OF DUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE
TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE
CONTRACTOR.
t147.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION)
THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL
LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK LPM THE CONTRACT
TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER
THE PREMISES WITH HIS EQUIPMENT OR MATERIALS.
THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS
THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR
STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, OETOIR ROADS, OR OTHER TEMPORARY WORNC
k; REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL,
AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY
PROVIDE.
A. GENERAL. ALL CONSTRUCTION mM UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE
PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR
FRANCHISE. ALL WORK SHALL BE ACCOMPLISED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A
MINI" AMOUNT OF DAMAGE. THE CONTRACTOR SHALL S.HEOLE HIS WORK SO THAT TRENCHES ACROSS
EASEMENTS BALL NOT BE LEFT ONN "ING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR ,
MORE THAN 48 HOURS.
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE
PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD
A CONDITION AS FOUND, HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A .„
RESULT OF THE WORK UNDER THIS CONTRACT.
C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER
AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE UAMAGED BY ACTIONS OF THE
CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT4r-WAY, THE CONTRACTOR SHALL STRIP TOP MIL. v
FROM THE TRENCH OR CONSTRRUCTION AREA AND STOCKPILE IT IN SUCH A KAN ER THAT IT MAY BE REPLACED
BY HIM, UPON COPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY
REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR
ORIGINAL POSITIONS WITHIN 48 HOURS.
ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL
OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT 15 NECESSARY TO '—
TRENCH THROUGH ANY LAWN AREA, THE SOD BALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE
TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF
ALL EARTH AND "..IS. ._
THE CONTRACTOR SHALL USE RUr'ER W lNl EQUIPMENT SIMILAR TO THE 94ALL TRACTOR-TYPE BACKHfxs USED
BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR
RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY
Supplemental Specifications
(Rev 02/09/87) Page 12
r
1-07.11(10) CONTINUED
AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID
PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMIP.OYMENT OPPORTUNITY
REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE
FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING
AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION WAS PARTICIPATED IN ANY
PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR
NOT HE WAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FT''LING REQUIREMENTS.
FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIi ICATE WILL BE DUE CAUSE FOR
REJECTION OF HIS BID.
IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, AM THE CONTRACTOR WOLU OTHERWISE BE AWARDED THE
CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WOKS TO PROVIDE
THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE
PROPOSAL GUARANTEE, IN THE FORM OF BOARD, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE
FORF`ITED TQ THE CITY.
WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES
WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY
21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT
TOGETHER WITH SUCH REQUEST, NO SUBCONTRACT WILL BE APP'ROVEL BFFORE RECEIPT OF SUCH CERTIFICATION
FROM THE SUBCONTRACTOR.
FOR THIS PURPOSE, CERTIFICATION FORKS MAY BE OBTAINED FROM THE PRO,)-1 ENGINEER ASSIGNED TO THIS
PROJECT.
1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION)
_. T.E WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AHD CHARGE. THE CONTRACTOR SHALL BEAR
ALL LOSS AND DAMAGE WHATSDEVER AND FROM WHATSOEVER C.,.USE, EXCEPT THAT CAUz;-- _^.LILY o1 THE ACT OF
THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT.
IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MALE GOOD ANY SUCH LOSS OR
DAMAGE, AM IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF
OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND
EXPEISE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR.
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS
SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD
OF PROSECUTING THE WORK.
DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF
THE WORK AS SHALL NOT BE DAMAGED THEREBY.
NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE
" CODITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR
PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM.
1-37.14 RESPONSIBILITY FOR OUMAAGE (ADDITIONAL SECTION)
THE CONTRACTOR SHALL dt nc.JONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS A^ ON
ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR
SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED
NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE.
Supplemental SpecItIcst',)ns
(Rev 02/09/87) Page 11
r
1-07.18 CONTINUED
CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE
INSURANCE COMPANY ISSUING THE POLICY '4AT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND
SETTING FORTH THE BASIC COVERAGE LIMITS.
THE CITY MILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 LMTIL THE CONTRACTOR Hf_i FULLY
COMPLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AND THE CITY MAY TAKE SUCH OTHER ACTION
AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAM. COYM13E IN
THE MINIMUM AMOUNT SET FORTH HEREIN SMALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY "
IN EXCESS OF SUCH COVERAGE.
1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION
THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONNSTRUCTION AREA PRIOR TO CONSTRUCTION.
THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AD
ADDRESS, THE CONTRACTORS REPRESENTATIVES NNE AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNER
REPRESENTATIVES NAME NO PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TG EACH PROPERTY
USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY , c
CITY ON REQUEST. THE CONTRACTOR SMALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS,
AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES MILL BE FURNISHED BY THE OWNER ON
REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMM OF THREE DAYS PRIOR
TO CONSTRUCTION IN FRONT OF EACH PROPERTY.
1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION)
FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED
IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC COTROL DEVICES", PUBLISHED BY THE
U. S. DEPARTMENT OF TRANSPORTATION.
COPIES MAY BE PURCHASED FROM THE SUPERINT=NDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE,
WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL """' APPEAR-% IN
THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTR:,C.TDR'S PLAN OF OPERATIONS IS i, :C'.FLICT W1iH THE
CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING
THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE 6�
ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE
REQUIRED.
THE CONTRA'TTR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND
EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM
INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN
SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO
PROVIDE THESE LI'TS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK
SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WOW MODIFIED OR THE WORK MALTED
ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION . .
NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE
ALL SIGHS REMOVED SHALL BE SALVAI;ED AND DELIVERED TO THE CITY YARD.
ALL COSTS IN CONNECTION WITH THE PROTECTION AD MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL
BE CONSIDERED INCIDENTAL. TO THE WOO( INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM
*TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT.
TRAFFIC MOVEMENT SHALL HEREIN BE DEFI =D AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TN9FFIC. THE
ENGINEER SHALL SE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE
(i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A
SUMMARY OF REGULATIONS THAT MILL APPLY TO (RAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT DOES NOT
Supplemental Specifications —
(Rev 02/09/87) Page 14
1-07.16 CONTINUED
` OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS
BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE 001ER AND PROPERTY OWNER
AT LEAST 24 HORS IN ADVANCE OF ANY WORK DOE ON EASEMENTS OR RIGHTS-OF-NAY.
DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM OEWATERING AND/OR
OTHER COSTRUCTION ACTIVITY UNDER THIS CONTRACT SHA' BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER, THE ORIGINAL CODITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TP�.EN ANC/OR INSPECTION MADE
PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND
THE OAER AT THE EXPENSE OF THE CONTRACTOR.
0. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF T`f SURFACE OF ALL
STREETS (TRAVELLED MAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL 1WEDIATELY AVAILABLE TO MAKE
NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER MILL MAKE THE NECESSARY
REPAIRS AND THE COST OF SLXI1 REPAIRS 94ALL BE PAID BY THE CONTRACTOR.
1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)
LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE
WITH THE BEST AVAILABLE INFORMiTION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE
THE SIZE AND LOCATION OF EXISTING FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING
UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA.
CALL BEFORE YOU DIG
THE 48 HOUR LOCATORS
1-800-424-5555
IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE,
SEWERS, UDERORAINS, CONDUIT, UTILITIES, SIMILAR UNDEROGOIND STRUCTURES, OR PARTS THEREOF, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND
PROVIDE TEMPORAR" SERVICES FOR SAME.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR SMUCTURES DUE TO
THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; E=EPT FOR CITY OWNED FACILITIES WHICH
WILL BE PEPATREO BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS
DIRECTED BY THE CITY.
1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSRANCE(REPLACD£NT SECTION-FEDERAL AID CONTRACTS
ONLY)
THE CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND
PROPERTY DAMAGE INSURANCE WITH COPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSUF.WCE
,. COMISSIONER PURSUANT TO TITLE 48 RCM. THE MOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE
LIMIT OF $1,000,000.00 FOR BUDI:Y INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCUf604CE.
CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN
"- EFFECT SHALL BE FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3.
AS S7(N AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR
THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9,
THE CONTRACTOR 94AALL FORWARD TO THE SECRETARY THE ORIGINAL. POLICY OBTAINED. IF A POLICY CURRENTLY
IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE
r
Supplemental Specifications
(Rev 62/09/87) Page 13
r
1-Oe PROSECUTION NO PROGRESS
1-08., PROGRESS SCHEDULE (REPLACEMENT SECTION)
IMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID
MADE, PC CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A
FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COtENCEMENT AND COMPLETION OF
EACH OF THE VARIOUS PAY ITEMS OF WORK REWIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED
AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDINC" WITH THE
PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR
THE R NOSE OF WAXING PARTIAL PAYMENTS THEREON. THE COST INCLWa ON MAKING UP ANY OF THESE
SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE
cANSIOEAEO AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT.
SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND
THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY Sl614IT REVISED
SCHEDULES IN THE SAE FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT,
ADDED LABOR FORCES OR WORKING SHIFTS, NIGH '.'.HU, ETC., BY WHICH THE LOST TIME WILL BE MADE UP,
AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN
SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE
CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND TTC WORK SMALL BE
PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN
APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR NAY BE WITHHELD. EXECUTION OF THE
WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS
HEREBY MADE AN OBLIGATION OF THE CONTRACT.
1-08.30) PRE-CONSTRUCCTION CONFERENCE (NEW SECTION)
PRIOR TO THE. START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY
DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE-
CONSTRUCTION CONFERENCE, WITH TIME, RACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT.
SUB--QUFNTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS
AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AM DATE OF THESE WEEKLY MEETINGS •-
94ALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMENCING WOW. THE
SAE NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A
RENTON EXCHANGE TELEPHONE N-MBER, AND THE SCHOCL DISTRICT WHEN WMINIG WITHIN A ROADWAY RIGHT-OF-
WAY. THE CONTRACTOR SHALL ALSO NOTIFY PRO+Eri TY OWNERS ADJACENT TO THE CONSTRUCTION AREA,
INDICATING THE DURATION AM PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY.
1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION)
REPLACE PARAGRAPH I WITH:
THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE JUTE OF THE LETTER NOTIFYING THE
CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS.
A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WOKING DAY. A NON WORKING DAY
IS DEFINED AS A SATURDAY, SHNDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS --
SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION.
Supplemental Specifications
(Rev 02/09/87) Page 16
1-7.23(3)CONTIN.ED
CLIMIT OR SUPERSEDE OTHER RECILATIONS OF THE STANDARD SPECIFICATIONS:
N
1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HID WYS", AS WELL AS THE
(^ FEDERAL HIGHWAY ACMIN:STRATIOI (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAIN�.`UNCE WORT(
ZONES" TECHNICAL REPORT MAY 1977, 94ALL BE USED AS A GUIDELINE FOR THIS PROJECT.
2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONS1R�LT10N
CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED ON THIS PROJECT AND DESIGNATE THE
�- PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS
OF THE TRAFFIC CONTROL METHODS A'D DEVICES TO BE USED BY THE PRIME CONTRACTOWSUEL-CONTRACTORS
r' AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER.
i
W.
3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS
r POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE.
l` A. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO
8:30 A.M. AND 3:00 t0 6:00 P.M. OR AS DIRECTED BY THE ENGINEER.
5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED
1C HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO
C'OPLIANCE W:TH MUTCD/FHWA STANDARDS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY
UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE.
6. WOW SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE
CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT
ARE UNSAFE OR CAUSING CNDCE DELAY TO TRAFFIC MOVEMENT.
7. IF THE CONTRACTOR FAILS TO TAKE :UCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEEP CAN
_ . ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO
BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED PROM PAYMENTS DUE OR COMING DUE
THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUA1 FLAGMEN, BARRICADES, LIGHTS AND SIGNS
FOR THE PROTECTION OF THE WORK AND THE PUBLIC Al ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL
BE LIABLE FUR INJURIES AND DAMAGES TO PER9VNS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S
OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN.
1-07.23(6) DUST CONTROL (ADDITIONAL SECTION)
THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY
SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF OUST AND DEBRIS AT THE END OF
EACH WORKING C IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE
DUST NUISANCE OR AS DIRECTED BY THE ENGINEER.
1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION)
THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL
IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL CJSTS OF THE SAME. COPIES OF ALL EASEMENTS
AND ACCESS PERMISSION WILL BE POVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON
PRIVATE PROPERTY IN STRICT COf'LIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-
ACCESS DOCUMENTS.
Supplemental Specifications
(Rev 02/09/97) Page 15
1-08.13 ATTENTION TO WOWC (NEW SECTION)
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WOW( TO THE Fib THAT IT
BALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE 94ALL AT
ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO
EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AID *0 SHALL BE THE
LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE
OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE.
1-09 MEASU10*XT AHD PAYMENT
1-09.1 MEASUROENT OF QUANTITIES (ADDITIONAL SECTION)
THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE
PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE
ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE,
A. BY TRUE(
PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT,
TARE WEIGHT, TRUCK N'UBER, DATE, WEIGH-MASTERS CERTIFICATION,AND INSPECTORS INITIALS.
SCALE CERTIFICATION BALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION
SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING
MATERIAL. TO THE PROJECT. THE WEIGHT LIST SALT. BE MAINTAINED IN DUPLICATE WITH ONE SIGHED COPY
?RANSMITTED DAII ' TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS
NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD
DELIVERY.
B. BY OTHER MEANS
METHOD FOR MEASUREMENT AND PAYMENT FOn MATERIAL BR()U(,AT TO THE SITE BY ANY OTHER MEANS WILL BE
DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT.
1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION)
ALL COSTS AND EWEENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT
IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROTECT. NO SEPARATE
PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS.
PARTIAL PAYMENTS ON ESTIMATES WAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN
SECTION B, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP OWS NOT -
MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR
WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE
CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SA10 MATERIAL OR
WORKMANSHIP.
PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY:
CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID
PIPE INSTALLED AND NOT TESTED. 80.0% _
°IPE INSTALLED AND TESTED. 90.0%
PIPE INSTALLED, TESTED, TIE-INS
AND SERVICES INSTALLED MD CLEAN-
LIP COMPLETED. 100.0% `
Supplemental Specifications
(Rev 02109187) Page 18 --
1 1-08.5 CONTINUED
ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID.
RiECO0NIZED HOLIDAYS SHALL BE AS FOLLOWS:
NEW YEAR'S DAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THAWSGIVING AND THE DAY
FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CNRIST+VAS
DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY MEN
CHRISTMAS DAY OCCURS ON A MORAY, WEDNESDAY, OR THURS'DAY. WHEN CHRISTMAS DAY OCCURS ON A
SATURDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. MEN CHRISTMAS DAY
OCCURS ON A SUDAY. THE TWO WOWING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS.
THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND
REOUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIOS.
PROVIDED, HOWM, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORMS
DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SMALL BE VALID UNLESS
THE SAME BE IN WRITING 40 ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY
ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLP.fING IMPROPER WOW OR MATERIAL SHALL NOT
FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF
THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO
COMPLETE THE WORK WITHIN THE TIME REQUIRED.
1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION,
SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF
ADDITIONAL INSPECTION AND SUPERVISION BALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100
PERCENT FOR OVERHEAD.
1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION)
MIEN THE CONTRACTOR PERFORMS CONSTRUCTION WOW OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER
WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE
THE CITY AT THE RATE OF $50 PER HOUR. THE CITY BALL HAVE THE SOLE AUTHORITY IN DETERMINING THE
NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO
REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH
MONTHLY ESTIMATE.
1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPCN—SP E FOR THE ADEQUACY, EFFICIENCY, AND
SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO
MAKE USE OF THE CONTRACTOR'S PLANT AND CQUrPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE
WORK.
THE USE BY THE OWNER OF SUCH PLAIT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR
ACCORDINGLY.
NEITHER THE EWER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE
SITE FROM THE TIME CONTRACTOR'S OPERATIONS 4AVE C04ENMD UNTIL FINAL ACCEPTANCE OF THE WORK BY THE
-- ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING,
BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE
PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER MILL BE PROVIDED KEYS FOR ALL
FENCED, SECURED AREAS.
._ Supplemental Specifications
(Rev 02/09/87) Page 17
2-03 ROADWAY EXCAVATION AND EMBANKENT
2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT:
1. MAUL
2. SLOPE ROUNDING
3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS.
A. REMOVAL OF UNSUITABLE MATERIALS.
5. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER
SURFACE IMPROMENTS
2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH:
CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE
ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF
APPROVED BEFORE ANY BLASTING BEG;NS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE
INFORMATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR
WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN
OR RESIDENTIAL AREA.
2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION)
WHEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL
BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST
OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUDS. THE MATERIAL
SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT
FULL BEARING ON SOLID GROUND.
MATERIALS EXCAVATED FROM THE RUADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE
FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOWLI5HED BY DRAGLINE OPERATION OR BY SPECIAL
E7(CAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH
CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL
APPLY.
2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUDATION MATERIALS - DELETE
2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION)
ADO TO ITEM 1.
AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE
FOUDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT
THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH
TICKET SHALL HAVE THE TRUCK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER.
2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
ADD TO BEGINNING OF PARAGRAPH 1:
"ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HALL TO AND FROM THE JOB SITE AS
PART OF THEIR UNIT PRICE. ..
Supplemental Specifications
(Rev 02/09/87) Page 2O
DIVISION 2
EARTHWORK
2-01 CLEARING, fR MING, AND ROADSIDE CLEAMP
2-01.2 DISPOSAL OF USABLE MATERIAL S DEBRIS (PARTIAL REPLACEMENT SECTION)
DELETE: "TIE CONTRACTOR SMALL DISPOSE OF ALL OFU3RIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED
BELLOW."
ADD: "THE CONTRACTOR SMALL COMPLY WITH ALL LAWS AND RUES GOVERNING THE
DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LARD FILLS."
2-01.20) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE
2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE
2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE
2-01.2(4) DISPOSAL METHOD NO. 4 LARD FILLS (ADDITIONAL SECTION)
7�- ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND .,TIER MISCELLANEOUS MATERIAL NOT SALVAGED By
L THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A
LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY.
2-01.3(4) ROADSIDE CLEAMP - DELETE
2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
.,., DELETE ITEM 4
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS
ADD:
5. WHEN AN AREA WHERE PAVEMENT WAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT
PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED.
TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER
BACKFILLING AND COPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC.
2-02.5 PAYMENT (SUPPLEMENTAL SECTION)
ADO:
2. "SAW CUTTING," PER LINEAL FOOT.
3. "COLD MIX MC ASPHALT,PER TON.
ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX
ASPHALT SHALL BE CONSIDERED INCIONTAL TO AND INCLUDED IN THE UINIT CONTRACT PRICE OF OTHER BID
ITEMS UNLESS DESIGNATED AS A SPECIFIC 8I0 ITEM.
_ Suppl,wental Specifications
(Rev 02/09/87) Page 19
2-09.3(1)0 DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION)
REPLACE THE SECOND AND THIRD PARAGRAPHS WITH:
THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SMALL INCLUDE ALL COSTS FOR LOADING
AND WAILING THE MATERIALS.
2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
MINI" TREWG4 WIDTH FOR PAYMENT SHALL BE I FOOT.
HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INDIES, PIPE ARCHES MORE TH4N 50 INCHES IN SPAN,
STRUCTURAL PLATE PIPE, AND UIERPASS SHALL BE 1.5 FEET.
LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING
MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER
LIMIT MEN EXCAVATION MUST BE MADE BELOW (FADE. r
DELETE THE LAST TWO PARAGRAPHS.
w
2-09.5 PAYMENT (REPLACEMENT SECTION) �
s
WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS:
1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. !'
2. "STRUCTURE EXCAVATION CLASS B,"PER CUBIC YARD. L
THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR
ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUPING INCLUDING HALL. IF THE ENGINEER ORDERS
THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SOWN ON THE PLANS, THE UNIT PRICE PER
CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR
EXCAVATES DEEPER THAN THE PLANES OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR
MATERIAL EXCAVATED FROM BELOW THE REWIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT ti
HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER
APPROVES.
MEN "STRUCTURE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION,
AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS
AND EQUIPMENT REWIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL
BE CONSIDERED INCIDENTAL TO THE PRICE oAIO FOR THAT PIPE, CULVERT OR CONDUIT AND NO ,.-.
ADDITIONAL PAYMENT SHALL BE MATE.
5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A....... LUMP SLIM.
THE LUMP SW CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND
EQUIPMENT NEEDED TO BUILD, DEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING,
CRIBS, COFFERDAMS OR CAISSONS.
IF THE ENGINEER REWIRES SHORING, CRIBS, COFFEROAIS, OR CAISSONS MEN THE CONTRACT PROVIDES
IO BID ITEM FOR SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE
ENGINEER REWIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT
EXTENDS BELOW THE ELEVATION SHOWN ON THE PAWS, THE T)NNER WILL PAY THE LUMP SUM PRICE AMC)
NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER
THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN
SECTION 1-04.4.
6. "GRAVEL BACKFILL(KINO)." PER TON.THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE
FILL PAY FOR ALL LABOR, MATERIAL, TOGS, AND EQUIPMENT USED.
Supplemental Specifications
(Rev 02/09/87) Page 22
2-03.5 CONTINUED
1 REPLACE PARAGRAPH 1 ITEM 1 WITH:
"WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SUBCRADE, UNIT CONTRACT PRICES FOR
ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW
"MADE, THAT PART BELOW THE 2-FOOT DEPTH BALL BE PAID FOR AS PROVIDED FOR IN SECTION 2-
03.5(3) UNSUITABLE FONDITION EXCAVATION."
REPLACE TEXT OF ITEM 3 WITH:
•UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD.
WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SWILL
BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL
INCLUDING HALL.
MEN NO 810 ITEM FOR "UNSUITABLE FOUDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT
AN I74 FOR FOUDATION MATERIAL CLASS A OR MASS 8 APPEARS IN THE W7CIXJLE OF PRICES, THE
PAYMENT SMALL BE AS SET FORTH IN SECTION 2-09.5.7.
WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WORK AS MAY BE ORDERED BY THE
ENGINEER SHALL BE ACC@PLISEO AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1-
04.4.
REPLACE TEXT OF ITEM 7 WITH:
"ALL COST FOR EMBAN04ENT COMPACTION SHALL BE INCIDENTAL TD OTHEF. PAY ITEMS INVOLVED."
2-04 HALL
2-04.5 PAYMENT (REPLACEMENT SECTION)
ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE J00 SITE SHALL BE CONSIDERED INCIDENTAL TO
AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNI-S OF WORK.
2-05 SLOPE TREATMENT
2-05.5 PAYMENT (REPLACEMENT SECTION)
ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT
PRICE OF OTHER UNITS OF WORK.
2-09 STRUCTURE EXCAVATION
2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION)
THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SLLH AS
PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS.
�. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING
" THE REQUIREMENTS N2 SECTION 9-30.78 FOR GRADATION AND QUALITY.
^� Supplemental Specifications
(Rev 02/09/87) Page 21
DIVISION 5
SAJRFACE TMATIENTS 40 PAVEMENTS
5-04 ASPHALT CONCRETE PAVb4tYT ..
5-04.5 PAY14ENT (PARTIAL REPLACEMENT SECTION)
•.
REPLPnE ITEM 10 "GIVE WAY ASPHALT- KITH:
10. 'MI MLAAEOUS AND/CR DRIVE NAY ASPHALT," PER TON, f..
ALL COST FOR THE ITEM 12 MAN SEALING, 13 TENPORARY STRIPING, b 14 REMOVING TEMPORARY STRIPING
SHALL BE CONSIDERM INCIDENTAL TO AND INCUDED IN THE UNIT CONTRACT PRICE OF OTHER LNITS OF NOW.• (¢'
4.
545 CEMW CONCRETE PAVEMENT
5-05.03(18) COfNT CONCRETE DRIVEWAYS (SLMEMENTAL SECTION)
CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2).
5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) F-
REPLACE ITEM 7 WITH:
7."CEMENT CONCRETE DRIVEWAY", PER SQUARE YARD
Supplemental Specifications
(Rev 02/09187) Page 24
2-09.5 CONTINUED
UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TRENCH
BMCKFILL SHALL REFER TO GRAVEL BASE CLASS 8 AS DEFINED IN SECTION 9-3.10 OM THE
SUPPLEMENTAL SPECIFICATIONS.
7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON.
IF EXCAVATION BELOW THE ELEVATION SHOW ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR
USUITABLE MATERIAL. IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT
REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AMD TO REPLACE THE MATERIAL
WIT14 FOUDATION MATERIAL CLASS A OR CLASS 8 SHALL BE PAID IN THE BID ITEM `FOUNDATION
MATERIAL CLASS A OR CLASS S"(SELTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT SHALL
BE MADE.
2-11 TRIMMING AND CLEANUP
2-11.3 rONSTRLrTI(N REQUIREMENTS (ADDITIONAL SECTION)
ADL TO PARAGRAPH is
7. REMOVE TREES, SNAGS, DOWN TiMBER, UPTURNED STOPS, LARGE ROCKS ^ :0ULDERS, AND OTHER
UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR CRIBBING.
S. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER.
9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND.
10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S
APPEARANCE.
11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SUFOUMDINGS.
Supplemental Specifications
(Rev 02/09/87) Page 23
at
6-11.3 CONTINUED
SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE RODE SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK
TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE.
6-11.3.1 ROCKERY BACKFILL
THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CrWOOM'.:NC TO SECTION 9-
03.9(3). TH)S MATERIAL WILL BE PLACED TO AN 8 INCH MINI" THICKNESS BETWEEN T<< ENTIRE WALL AND
THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION
AN'PROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH
COURSE OF RONS. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE RDCK COURSE WILL BE REMOVED
BEFORE SETTING THE NEXT COURSE.
6-11.3.2 DRAIN PIPE
A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A 'JDTINC DRAIN BEHIND THE ROCKERIES AS
SHOWN IN THE STANDARD RAMS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM MERE SHOWN.
6-11.3.3 REJECTION OF MATERIAL
THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT
I5 BEING IMPROPt RLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL
WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORM SHALL BE REPAIRED OR REPLACED AT
NO ADDITIONAL OAST TO THE OWNER.
6-11.4 MEASUREMENT
MEASUREMENT OF THE FINI54ED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF
THE Wn L AND ROIDED TO THE NEAREST SQUARE YARD.
i
6-11.5 PAYMENT
PAYMENT WILL BE MADE UNDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YARD.
THE UNIT PRICE PER SQUIRE YARD SHALL BE Fl:_L COMPENSATION FOR THE ROCKERY/ROrX RETAINING WALL IN
PLACE AND SHALL INCUAF :..; M".RK, -iATtRIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION.
i
w
Supplemental Specifications
(Rev 02/09/87) Page 26
DIVISION 6
STRUCTURES
6-11 ROOKERIES (NEW SECTION)
6-11.1 (DESCRIPTION)
THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE
EXCAVATION AND SWIPING OF THE CUT OR F%L SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROOK
RETAINING WALL MERE SHOWN ON THE PLANS OR WHERE DIREC".ED BY THE ENGINEER.
6-11.2 MATERIALS
ROOK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANDESITE OR OTHER IGNEOUS ROOK.
INDIVIDUAL PIECES OF ROCK BALL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN ♦NTO PIECES
WEIGHING 50 TO 150 GRAMS AHD TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASNTO
T104, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED 35% BY WEIGHT.
THE ROCK MATERIAL 94ALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMM AMOUNT OF
VOID SPACE BETWEEN THE BLOCKS. NO STOW SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE
ROCK MATERIAL SAIL BE HARD, SOUND, DURABLE AND FREE FROM WEATHERED P7RT10N5, SyAMS, CRACKS AND
OTHER DEFECTS.
THE ROCK DENSITY SHALL BE A MINIMUM OF 160 POUNDS PER CUCIC FOOT. THE SOURCE O" SUPPLY AND
REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL IE APPROVED BY 1NE ENGINEER BEFORE DELIVERY TO THE
SITE.
THE ROCK WALLS SHALL BE CONSTRUCTED OF ONE-MAN ROCKS, (85 TO 306 POUNDS) EACH 10" IN ITS LEAST
DIMENSION; TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAW ROCKS (800
TO 1,2n0 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAW ROCKS (1,500 TO 2,200 POURS) EACH 18"
IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION
SPECIFIES. THE FOUR-MAN ROCKS SHALL ONLY BE USED FOR THE FIF,-T COURSE OF ROC( IN WALLS OVER 6 FEET
IN HEIGHT.
6-11.3 (CONSTRUC',JN REQUIREMENTS)
THE ROCK UNLf LING IT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE
RANGES INDIC D IN THE PRECEDING PARAGRAPH.
'SHE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOCI IN
UE.2TH BELOW SUBGRADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INOIEF OR MORE THAN ONE FOOT IN
Dc'PTH BELOW THE EXISTING GROUND LEVEL IN EMBANKMENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE
PLACER; SHALL BE TRIMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOE INDICATED. THE ROCK WALL
CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTIOt.
ROCK SELECTION AND PL-'�_'ENENT SALT BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF
THE MALL OVER 6 INCHES ACROSS IN I Y DIRECTION. THE ROOKS SHALL BE PLACED AND KEYED TOGETHER WITH
A MINIMUM OF VOIDS. PARTICULAR AT.INTIOH SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE
FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND 9E RACED
TO MINIMIZE EIROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROOKS SHALL BE PLACED AT THE BASE OF THE
-.. ROCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SAL'_ BE CAREFULLY
PLACID BY MEOANICAL EQUIPMENT AND IN A MAKER SUCH THAT THE LONGITUDINAL AXIS IF THE ROCK SHALL BE
AT RIGHT ANGLE- OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHILL HAVE ALL INCLINING FACES
SLOPING TO THE BACK OF THE ROOKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS
POSSIBLE ON THE ROCK BELOW IN 9" A MANNER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER
'— Supplemental Specifications
(Rev 02/09/87) Page 25
7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 11, 12 and 13
REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLASS A
OR CLASS 8 SHALL BE PAID IN ACCORDANCE WITH SECTION 2-r
7-04 STORM SETTER
7-04.2 MATERIALS (SIPPLENENTAL SECTION)
ADD: PVC SEWER PIPE ........................ 9-05.12
7-D4.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) -
ADD.-
PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF i
6" OVEP ND 6" UNDER THE EXTERIOR WALLS OF THE PIPE. LL
7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) r
L
REPLACE PARAGRAPH 1: WITH:
SURVEY LINE AID GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT
WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS.
r
7-04.30) WXF1LLING STOW SEWER TRENCHES (SUPPLEMENTAL SECTION)
r
ADD Tr PARAGRAPH 3: �.
PVC PIPE SHALL BE BEDDED AND BAOUFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)8 PRIOR TO
BACKFILLING THE REMAINDER OF THE TRENCH,
ADD:
MEASUREMENT OF BANS RUN GRAVEL FOR TRENCH BACKFILL WILL RE BY THE TON, IN ACCORDANCE WITH
SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-
D9,4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS.
7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 4 WITH:
EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR
STRUCTURE EXCAVATION CLASS B IMCLLOING HAUL, AS SPECIFIED IN SECTION 2.09.
7-04.5 PAYMENT (PARTIAL REPLACEMENT 'ZCTION)
DELETE ITEMS 1 THROUGH B AND REPLACE WITH:
1. " " Storm ssrer Pipe, per L.F.
2. Concrete Class C, per C.V.
WHEN NO BID ITEM "GRAVEL BACKFILL FOR P; BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE
BEDDING, AS SHOWN IN THE STFNDARD PLANS, SHALL DE CONSIDERED INCIDENTAL TO THE PIPE AND NO
ADDITIONAL PAYMENT 91ALL BE MADE.
REPLACE PARAO�APH 3 WITH:
TESTING OF STORM SEWER PIPE IF REWIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND -
INCLUDED IN THE UNIT CONTRACT PRICES FDR OTHER ITEMS.
Supplemental Specifications
(Rev 02/09/87) Page 28 `
DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS
7-01 DRA14
7-01.4 MEASUREMENT (ADDITIONAL SECTION)
ADD TO PARAGRAPH 2:
"MIEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS 8' AND 'STRUCTURE EXCAVATION
CLASS B INCLUDING HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SMALL BE INCLUDED
IN OTHER CONTRACT PAY ITEMS."
7-02 CULVERTS
7-02.2 MATERIALS (ADDITIONAL SECTION)
ADD TO PARAGRAPH 1:
PVC PIPE ...................... 9-05.12
PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERREL TO IN SECTION 7-02
TT SMALL BE UAOERSTOOP THAT REFERENCE IS ALSO WADE TO PVC.
742.3(1)C RACING PVC PIPE (ADDITIONAL SECTION)
IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.30) PVC PIPE SMALL BE LAID BEGINNING AT THE
LOWER END, WITH THE BELL ENO UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL AND EXTEND
FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TON OF THE PIPE. WHEN IT IS NECESSARY TO
CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GAS(ETED CONCRETE COLLAR WILL BE USED AT THE
POINT OF C(NNECTION.
7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
DELETE LAST PARAGRAPH
7-02.5 PAYMENTPARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 TH:OUGH 20 AND REPLACE WITH:
1. " Stirm drain pipe per L.F.
2. "�" x ^_" Corrugated Steel Arch Pipe per L.F.
3. _" x "_ " Corrugated Aluminum Arch Pipe per L.F.
4. "Concrete C1a55 C" per C.Y,
5. " Diameter Flared End Section Per Ea.
DELETE PARAGRAPHS 5 4 7
7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS
7-03.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5"
Supplmiental Specifications
(R- C2/09/67) Page 27
7-05.3(1) CONTINUED
THE INSIDE OF THE INLETS SWILL BE MORTARED AND PLASTERED.
MONUMENTS AND CAST IRON FRAME AND COVER; MONUMENTS AND MONUMENT CASTINGS 91ALL BE ADJUSTED TO
GRADE IN THE SAME MANNER AS FOR MANHOLES,
VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINS SHALL BE MADE IN THE SAME MAKER AS FOR
MANHC ES.
7-05.3(2) CONNECTION TO EXISTING LINE. CATCH BASIN. CURB INLET OR NANFDLE (NEW SECTION) ~
WHERE 94004 ON THE PLANS, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB
INLETS AND/OR MANHOLES. THE CONTRACTOR 94ALL BE REQUUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE
THE NEW PIPE TO FIT AND REGROUT THE OPENING .N A WOWWAILDE MANNER. MERE DIRECTED BY THE ►
ENGINEER OR MERE SHOWN ON THE PLANS, AOOI%LX4%L STRUCTURE CHANNELING WILL BE REQUIRED.
P`
A *CONNECTION TO EXISTING" ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING V
STRUCTURE, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STRUCTURE. NO "CONNECTION TO EXISTING"
WILL BE ACCEPTED AT LO;ATIO1 OF NEW INSTALLATION, RELOCATION AM ADJUSTMENT OF LINE MAN10_ES, CATCH
BASINS OR CURB INLETS.
THE UNIT BID PRICE PER EACH SHALL BE FULL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT
REQUIRED. r
L
7-05.4 MEASUREMENT (PARTIAL REPLAC-aNT SECTION)
r
REPLACE PARAGRAPH 1 WITH:
MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10' AS MEASURED FROM FINISHED Na
RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER TWW 10' WILL BE PAID
AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT .
REPLACE PARAGRAPH 4: WITH: r
STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL WILL BE MEASURED
AS SPECIFIED IN SECTION 2-09.
7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 THROJOH 10 AN-) REPLACE WITH:
1. "Standard Manholes_-, Pet each
2. "Extra Depth Manholes—", per V.F.
3. "Catch Basin Type_,`", per each fir
4. "Catch Basin Type_,._", ritnout catch, per each
S. "Extra Depth Catch Basin_", per V.F.
nh r
6. "Adjust Maole", per each (tr
7. "Adjest Catch bay`.�•, per each
S. "Adjust Valves", per each
9. -Adjust MorWments", peI each
10. "Connection to Existing", per each ..
DELETE PARAGRAPH 4
v
Supplemental Specifications
(Rev 02/09/87) Page 30 ..
7-05 MANHOLES, CRATE INLETS, DROP INLETS, NO CATOM BASINS
7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION)
ADD:
IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH
CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE
SUBCRADE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANGLES SMALL BE CUT OFF RND
COVERED IN A SIMILAR MANNER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT
THEY WHY BE EASILY FC'.ND UPON COPLETION OF THE STREET WORK.
AFTER PLACING THE GRAVEL OR CRUSHED STOW SURFACING, THE K*HXES AND MANHOLE CASTINGS 94ALL BE
CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SLWACE. EXCAVATION NECESSARY FOR BRINGING
MANHOLES TO GRADE SMALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT
THE COMPLETION OrTHE MMNRE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH
r MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE
THOROUGHLY COMPACTED. WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANGLE CASTINGS
SMALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIDER THAN THE ROADWAY SURFACE, AS THE ENGINEER
MAY DIRECT.
r
IN CEMENT CONCRETE PAVEMENT: MANHOLES, CAT'I BASINS AND SIMILAR STRUCTURES SHALL HE CONSTRUCTED
AND ADJUSTED IN THE SANE MANNER AS OUTLINLO ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE
F" MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE
CONCRETE PAVEMENT, EXTREME CARE SHILL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY
WAY.
IN ASFTALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED,
AT WHICH TIME THE CENTER OF EACH MANGLE SHALL BE CAREFULLY RELOCATED FRO14 REFEP'-NCES
PREVIOUSLY ESTABLISED By THE CONTRACTOR. THE PAVEMENT SHALL BE CUT IN A RESTRICTED AREA AND
BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANGLE SHALL THEN BE BROUGHT TO
PROPER GRADE UTILIZING THE SAME METHiOOS of CJNSTRUCTION AS FOR THE WW40LE ITSELF.
THE CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED U+ TO THE DESIRED GRADE.
THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND R04DVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH
SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE
MATERIALS AND CRUSED ROCK SHALL BE REMOVED AND CLASS B(3/4) CONCRETE SHALL BE PLACED SO THAT
THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED UP TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF
THE FIN19EL PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT
CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT.
ASPHALT CONCRETE 9 ALL THEN BE PLACED AND COMPACTED WITH HAND TAPERS AND A PATCHING ROLLER.
ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS 3 INCLUDING PAVING
ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE,
oENSIrY, AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING: PAVEMENT SHALL
THEN BE CAREFULLY PAINTED WITH HOT A7 4kT CEMENT OR ASPHALT EMLSION AND SHALL BE IMMEDIATELY
_.. COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE
MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED.
ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT AND GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS
TO BE ADJUSTED TO GRADE WILL GE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE
FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR
MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF
THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SMALL BE SOLIDLY EMBEDDED IN CONCRETE
ALSO. THE CONCRETE SMALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE nF THE CASTING AND
SHALL BE LEFT 1 1/2 ING.TES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT
L CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF
THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SMALL
i BE CONSTRUCTED IN THE SAME MANNER AND OF THC SAME MATERIAL AS THAT REQUIRED FOR NEAR INLETS.
6. Supplemental Specifications
p.M (Rev 02/09187) Page 29
7-11.3(D9)A CONECTI_ON TO EXISTING MAINS (REPLACEMENT SECTION)
WHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING
MAINS SHALL BE MADE BY CITY FORCES AS PROVIDED BELU•N:
CONTRACTOR INSTALLED CONNECTIONS:
CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY
AFRN43DENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS,
EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE.
EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS
OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION.
ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN-
SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER WAIN THAT MUST BE REMOVED. THE PIPE ENDS
SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF
THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SWLL BE CLEANED TO A SOUND, SMOOTH FINISH 6
BEFORE INSTALLATION OF THE COUPLING.
TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC
FILM WRAP. THE PLASTIC FILM WRAP STALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND
COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE `
COUPLINGS ARE INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL P '
JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE
ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR •-
CGiPLING SHALL BE EXPOSED TO THE BACK ILL. CARE SHALL BE F-RCISED DURING BACKFILLING TO
PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND
ITS INSTALLATION SHALL CONFORM TO AWWA 0105 EXCEPT AS MODIFIED HEREIN. `
WHEN WORK IS ONCE STARTED ON '9 CONNECTION, IT SHALL PROCEED CONTIMAUSLY WITHOUT INTERRUPTION,
AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL BE PERMITTED OVERNIGHT
OR OVER WEEKENDS OR ON HOLIDAYS. I
IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF, THE ENGINEER WILL ADVISE 1.
WHICH PROPERTY OWNERS ARE TO BE NOTIFIED.
THE CONTRACTO; MAY BE REQUIRED TO PERFORM THE CONNECTION DURING 'INES OTHER THAN NORMAL WORKING
HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEN. WATER SYSTEM
PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED.
NO WORK SHALL BE PERFORMED ON THE CONECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT
IS PRESENT TO INSPECT THE WORK.
THE TYPES OF CONNECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SOWN IN THE
PLANS. FOR THE INSTALLATION OF THESE CONECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL
NOT BE PENETRATED UMLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY
OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO
WEEKS PRIOR TO THE EXPECTED CJNSTRUCTION.
CITY INSTALLED CONECTIONS:
CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST
VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT.
CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY
ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS,
EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE.
Supplemental Specifications
(Rev 02/09187) Page 32
7-09 PIPE AND FITTINGS FOR WATER MAINS
7-09.2 MATERIALS (PARTIAL. REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
,,.. MATERIALS 94ALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
.. Pipe ............................. 9-30.1
Ductile Iron Pipe ................ 9-30.1A
Fitting ........:................. 9-30.2
Ductile Iron Pipe ................ 9-30.2A
Plastic Film Wtap ................ 9-30.8
Tracer Tape ...................... 9-30.9
7-10 TRENCH EXCAVATION, BEDDING, NO BACKFILL FOR WATER MAINS
�- 7-10.3(07)6 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 4 WITH:
MEASUREMENT OF "BAN( RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON.
7-1G.4(04) BANE RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION)
--' ME.^.SUROfNT OF B4W RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-
09.1. OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A
CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER 1S LESS
7-10.5(02) REMOVAL AND REPLACEWNT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE
7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO
OTHER 810 ITEMS AND NO FURTHER COMPENSATION WILL BE MADE.
7-10.5(04) BAN( RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL FOR TRENCH
BAC FILL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACING
AND COMPACTING THE MATERIAL IN THE TRENCH. ALSO IMC LDED IN THE UNIT CONTRACT PRICE IS THE
WASTING OF EXCESS AND UAUSALE MATERIAL EXCAVATED FROM THE TRENCH.
7-10.5(05) FONDATION MATERIAL (ADDITIONAL SECTION)
PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL
BE FULL CRPEN'.ATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH HE
APPROPRIATE FO.IOATION MATERIAL PER SECTION 9-30.78(l)
7-11 PIPE INSTALLATION FOR WATER MAINS
7-11.3 06 (AYING DUCTILE IRON PIPE WITH POLYETHY193E ENCASEMENT (SUPPLEMENTAL SECTION)
-. THE POLYETHYLENE ENCASEMENT 3VALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS,
'. COIRINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105.
Supplemental Specifications
i (Rev 02/09/87) Page 31
r
7-11.3(11) CONTINUED
INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH
WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION CDCKS SWILL BE CLOSED AND THE TEST
PRESSURE APPLIED. AT THE C04CLLISICN OF THE PRESSURE TEST, THE CORPORATION COCKS SMALL BE REMOVED
AND PLUGGED.
THE TEST SHAD BE ACCOMPLISHED BY PUMPING THE MAIN LF TO THE REQUIRED PRESSURE; STOP THE PUP FOR A
MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN RMP THE
WAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SMALL BE OBSERVED TO ...
DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SALL BE USED FOR HOLDING WATER FOR PLWING UP
PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF
CHLORINE TO A CONCENTRATION OF 50 MG/L.
THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY
DETERMINED BY EITHER 1) PUPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME
MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUPING THROUGM A POSITIVE DISPLACEMENT WATER METER
WITH A SWEEP UNIT HAD REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APMOVED BY THE
OWNER.
ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS:
I. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
LISTED IN THE FOLLOWING TABLE.
2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD.
ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - GPH
Nominal Pipe Diameter* - Inches
PSI 6" e" 100 _ 12" 16" 20" 24_-
450 0.95 1.27 1.59 1.91 2.55 3.18 3.82
400 0.90 1.20 1.50 1.80 2.40 3.00 3.60
350 0.84 1.12 1.40 1.69 2.25 2.81 3.37
275 0.75 1.00 1.24 1.49 1.99 2.49 2.99
250 0.71 0.95 1.19 1.42 1.90 2.37 2.85
225 0.66 0.90 1.13 1.35 1.80 2.25 2.70
200 0.64 0.85 1.06 1.28 1.70 212 2.55
•IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS. 'HE ALLOWABLE LEAKAGE WILL BE
THE SUN OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMET[nc OR PRESSURES NOT LISTED BY
THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SFECIFICATIONS.
7-11.3(12) DECHLORINATIOI (SUPPLEMENTAL SECTION)
DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISED IN ACCORDANCE WITH THE
CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT HE
DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY.
7-11.3 13 CONCRETE THRUST BLOCKING (REPLACEMENT SECTION
PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS.
CONFORM TO THE CITY O RENTON STANDARD DETAILS FOR OTERAL BLOCKING, DEAD-MAW BLOCKING, AND
VERTICAL BLOCKS HEREIN. ALL FITTINGS T� 3E BLOCKED S:wiLL BE WRAPPED WITH 4-MIL POLYETHYLENE
PLASTIC. CONCRETE BLOCKING SMALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING
MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FDR45 SHALL BE STRIPPED PRIOR TO
BACKFILLING. JOINT RESTRAINT('-HACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION 7-11.3(15).
Supplemental Specifications
(Rev 02/09/87) Page 34
7-11.3(09)A CONTINUED
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON
THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THF EXCAVATION, WOOING, 40 BACKFILL,
AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE
EXISTING MAIN AND ASSEMBLE ALL MATERIALS.
WHEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT
REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE
INC U ED IN OTHER ITEMS OF WORK.
7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION)
ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN
EXCESS OF THAT UNDER WHICH THEf WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200
PSI. ALL PIMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANCDXUS HOSE AND PIPING, AND
OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNI9ED AND OPERATED BY THE
CONTRACTOR. THE PIPELINE TRENCH 944LL BE BAC FILLED f.IFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE
UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN
STRENGTH BEFORE TESTING. WHERE PERNAHENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH
AND INSTALL TEFDRARY BLOCKING AND REMOVE IT AFTER TESTING.
THE MAINS SWLLL BE FILLED WITH WATER AND ALLOWED TO STAND CIDER PRESSURE FOR A MINIMUM OF 24 MARS
TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL
FURNI91 THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN
SUFFICIENT QUANTA:TES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A
BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE
OBIAINEO FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS.
THERE WILL BE NO CHARGE FOR THE WATER USED.
GAUGES USED IN THE TEST MAY 9E REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER.
A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER
REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. 94OULD THE TEST SECTION FAIL TO MEET THE
PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND
REPAIR THE DEFECTS AND THEN RE-TEST THE PIPELINE.
ALL TESTS SHALL BE WOE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE
HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE '34ALL BE TESTED BY CLOSING EACH
IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE
IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COWS AGAINST THE VALVE BEING
CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT
EXCEED THE RATED WORKING PRESSURE OF THE VALVE.
SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE
FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S
CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIA' . PIPE LAYING SHALL NOT BE
CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED
SUCCESSFU.LY.
PRIOR TO CALLING OUT THE OWNER Tr WITNESS THE PRESSURE TEST. THE CONTRACTOR SHALL HAVE ALL
EQUIPMENT SET UP COMPLETELY REACv FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO
AS9RE THAT THE PIPE IS IN A SATISFACTORY C@DITION.
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR 94ALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES
AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL
Supplemental Specifications
(Rey 02/09/87) Page 33
We
7-11.3(15) CONTINUED
IKTO TIECOUPLINCS. ARRI+NGE TIERODS SYMMETRICALLY AROUND THE PIPE,
PIPE 0I4CTER NUMBER OF 3/4" TIERODS REQUIRED
4" 2
6" 2
B. 3
10" 4
12" 6
WHERE A MWNFACTURES MECHANICAL JOINT VALVE OR FITTING IS StPPLIED WITH SLOTS FOR "T" BOLTS
INSTEAD OF HOLES, A FLANGED VALVE WIIN A FLANGE 9Y MTCHANICAL JOINT ADAPTOR SHALL BE USED
INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATiMG TIEBOLT.
MERE A (XINTIMWOIS RUN OF PIPE IS RE(#lIR(D 10 BE RESTRAINED, NO RUN OF RESTRAINED PIPE SiW.L 8E
GREATER THAN 60 FEET IN LENGTH 9ETWEEM FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REWIRED ON ,..
LONGER RUNS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIM(M. PIPE USED IN CONTINUOUSLY
RESTRAINED RU+S 9IALL BE MECHANICAL JOINT PIPE AM TIESOLTS SHALL BE INSTALLED AS ROD GUIDES AT
EACH JOINT,
7-12 VALVES FOR WATER (WINS (^
7-12.2 MATERIALS (SIFPLEIENTAL SECTION` 1
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GA'- VALVES SHALL BE ,....
CLOW LIST 14, MLELLER COWANY NO. A-2380, KENGEDY, OR M A H.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. `
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND
EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT.
SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
7-14 HYDRANTS ,
7-14.3 01 SETTING HYDRANTS (ADDITIONAL SECTION)
HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C6OO-77, SECTIONS 3.7 AND 3.8.1
AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE
WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FINE HYDRANTS SHALL BE PAINTED TO THE
CIGY OF BENTON SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SHALL BE OF SUCH
LENF,TH AS TO BE SUITABLE F^n INSTALLATION WITH CONNECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 -
1/2 FE=T DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/7 FOOT BURIAL
WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN.
7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SFCTIOM)
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6- C.I. SPOOL (PE
X PE) S" M.V.O. FIRE HYDRANT NJ CONNECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE
Supplemental Specifications
(Rev M2/04/87) Page 36
7-11.3(15) JOINT RESTRAINT SYSTEMS LN`W SECTION)
GENERAL
WHERE SHOWN ON THE PLAY Q IN THE SPECIFICATIONS OR REQUIREI BY THE ENGINEER, JOINT
RESTRAINT SYSTEM (SHACK. .PODS) SWILL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE
THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, )723 HOLLY AVENUE PO BOX 258, COLUMBUS OHIO
43216, UNLESS AN EQUAL ALTERNATE IS APPROVED IN WRITING BY THE ENGINEER.
MATERIALS
STEEL TYPES USED SMALL BE:
MICH STRENGTH LEM-ALLOT STEEL(COR-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SERIES.
HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, SUPERSTAR "SS" SERIES.
CARBON STEEL ASTM A36, STAR "S" SERIES.
ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS:
ASTM B633 ELECTRODEPOSITED COATINGS OF ZINC ON STEEL.
ASTM A153 FOR GALVANIZING IRON AND STEEL HAJOWAfE.
ASTM A123 FOR GALVANIZING ROLLED, PRESSED AND FORGO STEEL SHAPES.
JOINT RESTRAINER SYSTEM COMPONENTS:
TIEBOLT: ASTM AA2Y2, TYPE 2, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED.
SST 1:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS,
ASTM A325, TYPE 3D, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE
INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 60,000 LBS. MINIMUM FOR 3/4" BY HEAT
TREATING (QUENCHIUG AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS
SPECIFICATIONS.
SST 753: 3/4" FOR 14" TO 24" MECHANICAL JOINTS. SAME ASTM SPECIFICATION AS SST 7
SST 77: 3/4" SAME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAME ASTM SPECIFICATION AS
SST 7.
TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT.
SSS: 5/8" AND 3/44, ASTM A563, GRADE C3, PLAIN OR ZINC PLATED.
S 8: 5/8" AND 3/4", ASTM A563, GRADE 4, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED
TIECOUPLING: USED '0 EXTEND RXNTINR"IS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO
AID INSTALLATION, PLAIN, ZINC PLATED UR HOT-O;P GALVANIZED.
SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3.
5 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A.
TIERDD: CXNHTINLMS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED 0R HOT,
DIP GALVANIZED.
SS 12: 5/8" APO 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1.
S 12: 5/8" AND 3/4" DIAMETER, ASTM A36, A307.
TIEWASER: ROOD FLAT WASEPS, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED.
SS 17: ASTM A242, F43e.
S 17: ANSI 818.22.1.
-- INSTALLATION
INSTALL A*HE JOINT RESTRAINT SYSTEM :N ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS Sr ALL
JOINTS ARE MECHANICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SHALL BE
, _- INSTALLED Tn PULL AGAINST TK- MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT
75-90 FOOT ,'ODDS FOR 3/4" NUTS. INSTALL TIECOLPLINGS WITH BOTH RODS THREADED EQUAL O:STANCC
Supplemental Srecifications
(Rev 02/09/87) Page 35
co
7-17,3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION)
PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE
AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES.
THE HAND-PU':£D BEDDING AROUND THE PIPE ND TO A POINT 6" ABOVE THE BROWN SHALL BE FOOT-TAMPED
UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAPED WITH HAD-OPERATED
MECHANICAL OR PNEUMATIC TAPERS TO 954 DENSITY.
PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FUtTHEH COMPENSATION SHALL BE MADE.
7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION)
UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS
SHALL BE MADE TWO" A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANUS.
MEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR
DUCTILE IRON PIPE, THE EXISTING MAIN SMALL BE CORE DRILLED.
CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-DRILLETI, AND -SHALL HAVE IW "0" RING RUBBER
GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR,
OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL.
7-17.3(2) 1 PROTECTION OF EXISTING SEWERAGE FACILT.TIES (SUPPLEMENTAL SECTION)
WHEN L -NJING "' EXISTING SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS
BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT ?MALL
BE THE CONTRACTOR'S RESPONJIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS FACED
IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNS",REAM
'STEM, 3MALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE
ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE
ENGINEER.
7-17.3(4)I TELEVISION INSPECTION (SUPP.t4ENTAL SECTION)
ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED 1HE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE
WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND
CO PAT18LE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH
DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.).
7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 4 WITH:
EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS 8 AS
SPECIFIED IN SECTION 2.09.
ADD:
'-P,WEMENT OF BANJO RUN GRAVEL COR TRENCH BACKFILL W-, - BE BY THE TON, IN ACCORDANCE WITH
SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BN:iED ON MAXIMUM TRENCH WIDTH PER SECT:DN
05.4 USING A CONVERSION FACTOR r 1.5 TONS PER CUBIL Y4,aO, WHICHEVER IS LESS.
7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH:
1. "_"isanitary Serer Pipe", Per Linear Foot
2. "x " Tees" Per Each
3. "T.V. Inspection" Per LUmp Sum
4. "Bank Run Gravel for Trer.ch Backfill", Per 'on •-
Supplemental Specifications _
(Rev 02/09/87) Page 38
7-14.3(02) CONTINUED
.. RUD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAIN"(SHACKLE ?^_D' ), SHAH BE
INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15).
7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLALEMENI SECTION)
REPLACE PARAGRAPH 2 WITH:
THE METHOD OF HARNESSING _ HYDRANT SHALL BE DETERMINED BY THE CONDITIONS FOUND IN THE FIELD
40 SHALL BE RE-SIACKLED AND RE-BLOCKED AS DIRECTED BY THE ENGINEER.
I ADD.
ALL RIBBER GASKETS RENDCO OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF
THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAE TYPE.
7-14.5(01) HYDRANT ASSEMBLY (SFPLEMENTAL SECTION)
., THE WIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" v'r+A.L BE THE SAME AS "NVOR/NT
ASSE?NBLY" EXCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE
INCLUDED IN THE UNIT CONTRACT PRICE FOR "HYDRANT ASSEMBLY CO PLETE%
7-15 SERVICE CONNECTIONS
(` 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION)
REPLACE lst SENTENCE PARAGRAPH 5 WITH:
PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SWILL BE COPPER.
SERVICE LINE CONNEDTION TO THE NEW MAIN WILL CONFORM TO THE L"ANDARD PLANS OF THE CITY OF RENTON
BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LDCATION FOR THE TAPS ON THE NEW MAIN
FOR EACH SERVICE TO BE CONNECTED.
THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE
K, SOFT FOR 3/4" SERVICES.
TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE W,TH COMPRESSION TYPE, THREE PART
UNION COUPLINGS.
TYPE Il: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW
COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER
STRIP BETWEEN SIDEWALK AND CURB).
TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE,
TO THE PROPERTY LINE WITH A METER BOX (LESS 314 METER). A SOLID COPE THREADED
SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (PARTIAL REPLACEMENT :,ECTION)
IN PARAQRAPH 1 DELETE: A B S C,;.,4"G_.' . "SBESTOS BONDED CORRUGATED S' I
IN NARAGRAPH 4 DELETE: A 9 5 C"P(,, SEWER PIPE o-05.14
.. Supplemental Specifications
New 02/09/9'i) Page 37
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7-18.3(4) ASPHALT COPICRE-E STREETS ON GRANULAR BASE
AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE
ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS M SHALL BE PLACED TO A THICKNESS OF THE
EXISTING ASPHALT PAVEENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVE° DEPTH IS THE GREATER,
AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3).
_•16.3(5) OIL MAT STREETS
THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMED TO A STRAIGHT LIME. AFTER THE StUBGRAIE HAS BEEN -
PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2)
INCHES OF .ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS
SPECIFIED IN SECTION 7-18.3(3).
7-18.3(6) INT'IOENTAL WORK
ALL INCIDENTAL WORK AS REQUIRED TO CDMPR.ETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING
JOINTS WHERE REQUIREC, S'ALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF
SHALL BE INCLUDED IN THEE ITEMS FOR WHICH PAYMENT IS PROVIDED-
7-18.4 MEASUREMENT
PAYMENT FOR PAVEMEN PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE -AT -. 'NES 1 (ONE)
FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4.
MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCJMENT.
7-18.5 PAYMENT
PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND
PAYMENT WILL BE MADE UNDER:
1. "BITUMINOUS SURFACE TREATM64T, FOR PAVEMENT PATCHING " PER SQ. YO.
2. "CEMENT CONCRETE CLASS_, FOR PAVEMENT PATCHING " PEr rU. YO.
3. "CEIPNT CONCRETE CLASS_, FOR PAVEMENT PATCHING " Pc YD.
A. "ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER 1.
5. "ASPHALT CONCRETE CLASS_, FOR PAVEMENT PATCHING PER SQ. "D.
WHEN NONE OF THE A80VE IS INCLUDED IN ThE PROPOSAL, PAVEMENT PATC.7NG SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT AND THE LOSTS THEREOF SHALL BE INCLUDED IN TH :TEAS FOR AHICH PAYMENT IS
PROVIDED.
Supplemental Specifications
(rav 02/09/87) Page 40
7-18.2 MATERIALS
MAIERIAL° MALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
BITMINOUS SURFACE TREATMENT ...... 5-02
ASPHALT CONCRETE PAVEMENT ...... 5-04
CEMENT CONCRETE PAVEMENT ...... 5-05
CURBS AND GUTTERS ...... 8-04
CEMENT CONCRETE SIDEWALKS ...... 8-14
7-18.3 CONSTRUCTION DETAILS
7-18.3(l) GENERAL
PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE THE 00440S OF TRAFFIC AND SMALL BE PERFORMED
AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL.
THE PLACING AND COMPACTION OF THE TRENCH BACKFILL, THE PREPARATION ID COMPACTION OF THE SUBGRADE,
AND THE PLACING AND COMPACTION OF THE CRUSTED SUFACING SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE VARIOJ`, APPLICABLE SECTIONS OF THESE SPECIFICAT_ONS.
BEFORE THE PATCH 15 CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE
PATCH WILL FORM A RECT44ME WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW
SHALL BE REQUIRED U AESS EXCEr'FD IN THE SPECIAL PROVISIONS OR BY T.E ENGINEER.
CONCRETE USED IN PATCHES SHALL BE CLASS '8' (3/4) - 3 DIY MIX. CURING L'OMPN NO AS SPECIFIED IN
SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMEDIATELY AFTER FINISHING.
PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY 1 ENGINEER,
SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COPLETED AND READY FUR TRAFFIC.
7-18.3(2) CEMENT CONCRETE PAVEMENTS
AFTER THE SLBORADE FOR THE PAVEMENT HAS BEEN CO4PACTFD AND CONSTRUCTED TO LINE AND GRADE, TRF
CEMENT CONCRETE PAVEMENT PATCH SHALL BCE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE
ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND DUMMY
JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A
FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMEDIATELY AFTER
FINISHING.
7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE
STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN
ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SRFACE OF THE CEMENT CONCRETE PORTION OF
THE PATCH SAL 'E LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION C' THE PATCH. BRUSH
FINISHING WILL . ,T BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGUEER. CURING SHALL
BE ACCOMPLISED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER.
ASPHALT CONCRETE OR BITL14IMDUS RANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT
CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PFURMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING
ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE RACING THE
ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT BALL THEN BE PLACED, LEVELED, AND
COMPACTED TO CONFORM TO THE .'IaWC IT PAVED SURFACE. IMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE
NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT E)4J.SIC44 AND BE
COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES.
Supplemental Specifications
(Rev 02/09/87) Page 35
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8-08.3 CONTINUED
2. Placing Adhesive (epoxy) on pavement surface and Dressing the button onto it.
8-08.4 MEAA.REMENT (REPLACEMENT SECTION) LS
MEAA,-04ENT WILL BE BY THE UNIT, COMPLETE IN PLACE.
8-08.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT SHALL BE BY THE FOLLOWINGU
(1) 110" Plastic Yraffic Button, color, " per ea.
8-09. LANE MARKERS
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8-09.4 MEASUREMENT (REPLACEMENT SECTION) I
MEASIAEMENI WILL BF LANE MARKER, TYPE I and TYPE 11 BY THE UNIT COMPLETE IN PLACE. r,
8-09.5 PAYMENT (REPLACEMENT• SECTION)
PAYW47 SHALL BE BY THE FOLLOWING:
(1) "4" LANE LINE MARKER, TYPE I, White" Per Each
(7) "4" LANE LINE MARKER, TYPE I1, COLOR(S)" Aar Each
B-13 MMONU EM CASES
8-13.3 CONSTRUCTION REOUIREMENTS (PARTIAL P,EPLACEMEN' LCTION)
REFACE PARAGRAPH 4 WITH:
THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE
CITIES SURVEYOR.
WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR 91ALL SET
THE STRADDLE POINTS FROM WHICH THE CONT'RACTCZ SHALL SET THE MONUMENT. IN ALL CASES TH,-. CITIES `-
SURVEYOR SHALL SET THE PINCH OR TACK IN THE MONUMENT.
8-13.5 PAYMENT (SUPPLEMENTAL SECTION)
THE MONUMENT WILL ALSO E APPLIED AND PLACED AS PART OF "MONUMENT, MONUMENT-CASE AND COVEk' AND
ALL WORK IN APPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM.
8-14 CEMENT CONCRETE SIDEWALKS
E-14.2 MATERIALS (PARTIAL REPLACFfMENT SE--TON) —
DELETE PARAGRAPH 2
8-14.3W CURING (PARTI14 LACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:THE CONCRETE SI(EWALK SHALL BE CURED FOR AT LEAST 72 HOU: a AS SPtCIFIED IN 5-05.3(13)B OR AS
Supplemental Soecifications —
(Rev 02/09/97) Page 42
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' DIVISION 8
MISCEI,LA►EOUS CONSTRUCTION
8-04 CURBS, GUTTER, SPILLWAYS AND INLETS
8-04.3(1) CEMENT CONCRE'E CURBS, CUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
CEIf,NT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY 94ALL BE CONSTRUCTED WITH AIR
ENTRAINED CONCRETE CLAS5 8 SPECIFIED ON THE STANDARC ANS AND COIFORNINC TO THE REQUIREMENTS
OF SECTION 6-02, EXCEPT THAT CLASS A tlX SHALL BE U:wO IN ALL DEPRESSED CURBS FOR DRIVL WAY
SECTIONS.
IN PARAGRAPH 6, LUST SENTENCE DELETE, 'CLASS 8"
8-04.4 MEAS:R4lENT (SIPPLEK14TAL SECTION)
THE EXTRA DEPTH OF CURB MD GUTTER, AND THE 3-DAY NIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN!
ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE.
8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
8-07.1 DESCRIPTION (REr'ACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB OF THE DESIGN
AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALI.ED IN ACCORDANCE WITH THESE
SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR
AS DIRECTOR BY THE ENGINEER.
8-07.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT SHALL BE MADE BY THE FOLLOWING:
(1) "Precast Traffic Curb, Type A" per lin, ft.
(7) "Precast Traffic Curb, Type C" per lin. ft.
(3) "Block Traffic Curb, Type A" per lin, ft.
(4) "Block Traffic Curb, Type C" per lin, ft.
9-08 PLASTIC TRAFF : BC.TTONS
8-08.1 DESCRIPTION (REPLACEMENT SECTION)
THE CONTRACTOR SHALT. FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SiOWN ON THE
PLANS, OR WERE DIRECTED BY THE ENG WEER.
... 8-08.2 MATERIALS (SUPPLEMENTAL SECTION)
THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20.
6-08.3 M1STRUCTION REQUIREWJTS (SUPPLEMENTAL SEC I1)N)
THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING:
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1. Placing Tacit Coat of Hot Paving Asphalt on Pavement Surface and firmly pressing the button
onto It.
Supplemental Soc, PI1%11s
(Rev 02/09/87)
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8-20 3(4��
INSTATED THEREON.
ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT
THE CONTRACTOR'S EXPENSE.
CONCRETE SHALL BE RACED AGAINST LIgISTOTHER EARTH IF PD ND UTILITIES
S THAT RACING THE CONCRETE THE
CONTRACTOR SHALL BLOCK-OUT AROUND PTO THE � LjMTMpUUTILITIESETE RFTDUNDATIONS SHA LIE IN THE LL TROWELED,
SO THAT THE CONCRETE WIA� NOT ADHERE •.
B-20 3(4) CONTINUED
RU9ED,
EDGED AND FINISHED IN A WORKMANSHIP-LIKE M+r'tER. CONCRETE SHALL BE PROMPTLY CLEANED FROM
HALL
THE EXPOSED PORTION OF THE ANCHOR 80.T5 11N0 CONDUIT AFTER PLACEMENT. FOUNDATION THE
APPLICABLE
ALL BE CLASS
•8" CO CRETE. AFTER A CURING, PERIOD OF TWO WEEKS, THE Cf?::TRACTOR MAY INSTALL THE APPLICABLE DEVICE
THEREON. TABLE 1
TYPE OF DEVICE DIMENSIONS ..
q' Deep x 3' Sq. or Dia. ,.
Street Light Pole T, Deep x 3' Sq. or Dia.
Signal Pole
Signal Controller See Detail Sheet
Street Ught Control Cabinet Se• Detail Sheet
Special Base See Detail Sheet
ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MmNER SPECIFIED BELOW:
ARE
RUCTED AS A PART OF
IS
1) OF REESIFO FOUNDATION SHALLALK OR L'BE MADESF UASITo BE WITH THESTOP OF THE SIDEWALK ORRIS.AD.PROJECT,
DETAIL
SHEET)
2) WHERE No SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TO SH
P OF THE FOUNDATION ALL BE A
SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET)
ALL CONCRETE FOUNDATIONS 94ALL BE LOCATED AS PER STA, ,i1NING ON THE PLANS OR AS LOCATED BY THE
ENGINEER IN THE FIELD.
8-20.3(5) CONDUIT (REPLACEMENT SECTION)
IT AND NESSARY
ON THE PLANS CONDUIT SIZE AND SHALL BE AS ALL INDICATED ONTHE WIRING AND FITTINGS AT
A NOTED
SCHECLLE SHOWN ON
...
PLANS.
CONDUIT TO BE pROVTDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW:
1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEnEV=R T),E
CONDUIT IS TO BE RACED OTHER THAN WITHIN THE ROADWAY kREA.
2) SCHEDULE 80 EXTRA HEAVY WALL P.Y.C. CONFORMING TO ASTM STANDARDS 94ALL BE U,,ED MIEN THE !.
CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA.
ALL JOINTS SHALL BE MADE WITH STRICT COWL',V4CE TO THE MAMFACTIRER'S RECOMMENDATIONS REGARDING a.
CEMENT USED AND ENVIRONMENTAL CONDITIONS.
B-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION rAES OF THE TYPE AND SIZE AT THE LO7CATIONS
SPECIFIED IN THE PLANS A AS PER (F
AND
SUpplema Ra. fications
(Rev 02,*09187) Page 44
8-14.3(4) CONTINED
APPROVED BY M ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AM
VEHICULAR, SHALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS
THE ENGINEER MAY DIRECT.
8-15 RIPRAP
8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
HOW PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED.
REPLACE PARAGRAPH 3 WITH:
FILTER BLANKET WILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AM ACCEPTED.
8-15.5 PAYMENT (PARTIAL REPL:%CEMENT SECTION)
PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH:
3. "Herd Placed Rip Rap", per Ton
7. "Filter Blanket" Per Ton
REPLACE PARAGRAPH 3 WITH:
THE WIT CONTRACT PRICE PER TON FOR "FILTER BLANKET- SHALL BE FULL COMPENSATION FOR ALL COSTS
IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL
8-20.3 2) EXCAVATING AND BACKFILLINC (REPLACEMENT SECTION)
THE CONTRACTOR SHALL SLNPLY TRENCH Wi THTN THE LIMIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE
t TONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TREN,HES SHALL BE
L .,LED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS.
TRENCHING FOR CONDUIT RUNS SHALL BE DONE IN A NEAT MANNER WITH THE TRECCH BOTTOM GRADED TO PROVIDE
A UNIFORM GRADE. NO WORK SHALL BE COVERED UNTIL IT ONUS BEEN EXAMINED By THE ENGINEER. BACKFILL
MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO
INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CONDUIT.
TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACKFILL AND SHA''.L CONSIST OF MATERIAL AS
INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL
SHILL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE
WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AD
INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE
RIGHT TO MAKE ACAITION5 OR OELETI'INS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS
PROJECT.
THE MINIMUM WIDTH FOR THE: TRENCH NEEDED WILL BE AT THE OPTION OF THE CD' 1 TRENCH WIDTH
WIL'., HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONOU77 E 'NSTALLED WITHIN
THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER.
8-20.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE
DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE
Supplemental Spesi/Stations
(Rev 02/09/87) Page 43
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8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION)
THE HAND HOLE SHALL BE LOCATED AT 90 CEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A
GROUNDING LUG OR NUT SMALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND HOLE FRAME OR
INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP.
ALL POLES AND DAVIT ARMS SHALL BE DESIGNED TO SUPPORT A IURINAIRE WEIGHT OF 50 LOS. OR MORE AND TO
WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3.
ALL POLES SHALL MAINTAIN A MINIMA SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD
AID 2.33 P.S.I. FOR BASIC WIND PRESSURE.
DAVIT ARMS
THE DAVIT STYLE ARM SHALL INCORPORATE A 5'9" RADIUS BEM) AS MEASURED FROM THE CENTERLINE OF THE `
SHAFT. THE OUTER PORTION OF THE ARM STALL BE NEARLY HORIZONTAL TO +2' ABOVE HORIZONTAL AND
SWILL bE FURNISHED WITH A 2" 014ETE R SLIPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE
LUMIMAIRRE SPECIFIED. THE POLE END OF THE DAVIT ARM TREE SHALL BE FASTENED SECURELY TO THE TOP
OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE.
ANCHOR BASE
A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWER END
OF THE SHAFT 50 THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING
MOMENT OF THE SHAFT AT ITS YIELD POINT. THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROUND
HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE.
ANCHOR BOLTS n"
nrOU,)R HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNUTS AND TWO WASHERS, SHALL BE
FUHMISED WIT4 THE POLE. EACH ANCHOR BOLT $HALL HAVE A 4" "L" BEND AT THE BOTTOM ENE AND BE
THREADED AT THE TOP END. THREADED &*,,S, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE
ANCHOR BOLTS BALL BE CAPAR E OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT
AT ITS YIELD POINT.
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MISI;ELLANEOUS HARDWARE
ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE «-
STAINLESS STEEL.
I.D. (IDENTIFICATION FOR POLES)
THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4.DIGITS AND ONE LETTER ON EACH POLE,
WHETHER INDIVIDUAL. LUAMINAIRE OR SIGNAL POLE WITH LUAMINA'R. THE LETTER AND M A49ERS COMBINATION -
SHALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE
SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEC,THER AND ULTRAVIOLET E)FCSURE. THE DECAL
MARKERS BALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK
BACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END GF THE CONTRACT OR
PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE.
CDST FOR THE CECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. •—
LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS
INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFIC4TIONS.
THE POLE SHAFT SHALL BE PRROVIDED WITH A AN x 6" FLUSH HARD HOLE NEAR THE BASE AND A MATCHING METAL
COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS.
14.L TENONS SHALL BE FACTORY INSTALLED AM 'ALL WELDING SHALL RE COMPLETED PRIOR TO GALVANIZING.
M .L SIGNAL POLE FOUDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE-
PLANS.
Supplemental Specifications
(Rev 02/09/87) Page 46
8-20.3(6) CONTIMEO
THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SWILL BE AS INDICATED BELOW:
1) STREET LIGHTING ONLY: "LIGHTING"
2) SIGNAL ONLY: "SIGNALS"
3) TRAFFIC SIGAAt. AND STREET LIGHTING: ITS-LT"
4) TELEMETRY ONLY: "TELEMETRY"
INSCRIPTIONS ON JUNCTION BOXES PFAFORNTNG THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL,
OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT.
ALL JUCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD
PLANS AND DETAIL BEETS.
THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOX FALL BE FULL
COMPENSATION FOR HUfRNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, MID EQUIPMENT
NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKPILLING AND
COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS MD DETAIL SHEETS.
8-20.3(9) (ROUNDING (RErl.ACENENT SECTION)
ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGH. CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE
CABINETS SHALL BF GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER a 8'0" IN
LENGTH COMPLETE WITH A t6 BARE COPPER BOOING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND
ROOS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR
CONDUCTORS.
8-20.3(10) SERVICE (REPLACEMENT SECTION)
TEPEE TYPES OF POWER SERVICE F:,c USED AS INDICATED BELOW:
1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. ;TRAFFIC SIGNAL SERVICE
ONLY)
2) TYPE II, SYSTEM SHALL BE SINGLE f4ASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON
CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL. WIRE)
3) TYPE III SYSTEM SHALL BE SINGLE RASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING
CONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE)
THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND BALL RF VERIFIED BY THE ELECTRICAL
SERVICING UTILITY.
8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION)
UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH
600 VOLT INSULATION OF THE SIZE NOTED UN THE PLANS AND WIRING SCHEDULE.
_ SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUCTION BOXES AND THE SPICE KIT
SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT I5 ACHIEVED BY
CRIMPING OR BY A CDPr-.ESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT
HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM
AND FILLED WITH EPDXY TO FORM A WATER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL BE
COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNIS ED
AND INSTALLED, WITH tUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS
5W4.L BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULA" +. THE CONTRACTOR SHALL SOGMIT
SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER. FQ ,ROYAL
~ Supplemental Specifications
(Re: 02/09/87) Page 45
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B-20.4 CONTINUED
MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN PLACE. _
8-20.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT WILL BE MADE UNDER:
1) "TRENCH AND BACKFILL, WIDE, DEEP". per Linear Foot.
2) "SELECT TRENCH BACKFILL", Per Ton.
THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION r
FOR EXCAVATING, LOADING, HAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR
BACKFILLING AND TAPING BACKFILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS
AND THE STANDARD PLANS AND SPECIFICATIONS. r
3) " FOUNDATION" PER EACH
4) "CONDLIT, P.V.C., SCHEDULE 40, " Per Lin. Ft. *`
5) "CONDUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft.
6) "DESIGN JUNCTION BLri", PER EACH.
7) "STREET LIGHT STANDARD _ ", PER EACH.
8) "SIGNAL STANDARD, TYPE_ PER EACH
9) "DETECTION LOOP RETURN G'7BLE, 2/C" SHD." PER LINEAL FOOT
10) "SHIELDED PRE- 04PTION CA3LE, 3/C SHOO PER LIN. FT.
11) -%fELDED INTERCONNECT CALE_PR" PER LIN. FT.
12) "TRAFFIC SIGNAL WIRE" PER _UMP SUM.
13) "I AX CTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT.
THE UNIT CONTRACT PRICE P:F EACH ON SIGNAL ST40AFUS AND PER LIN. FT./LUMP N•
SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING
AND INSTALLING THE STADAAD:i AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS,
EQUIPMENT NECESSARY AND/DR :.NC10ENrrL TO THE INSTALLATION AS PER THE CONTRACT
PLANS AND THESE SPECIFICATICNS.
8-22 -NY MARIKI:,,S
B_: %4 (PARTIAL REPLACEMENI SECTION)
_ RIFE - DELEI AND REPLgCE WITH:
YELLOW LINE 4 4CHES WIDE. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED CAN A 25-FOCT
UNIT CONSiSTlHG OF A I FOOT LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE
DELINEATION ON A TWO L, •NE TWO WAY ROADWAY.
DOUBLE YELLOW CENTER STRIPE - DELETE AND RE ACE WITH
TWO SOLID YELLOW LINES, EACH A INCHES WIDE, SEPARATED BY A 4 INCH SPACE. OMBLE YELLOW CENTER
STRIPE I5 USED AS CENTER LINE DELINEATION ON MLTI-LANE, TWO-WAY ROADWAY AND FOR
CFAUNELIJATIO N.
EDGE STRIPE - DELETE
GORE STRIPE - DELETE AND REPLACE WITH:
APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM TH13UGH
-AMES, FOR TRAFFIC ISLADS AND CROSS HASH MARKS
LANE STRIPE - DELETE AND REPLACE WITH:
A BROKEN WHITE LIN{, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVFI ING IN THE SAME
DIRECTION. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 '
FOOT LINE AND 15 FOOT GAP.
Supplemental Specifications Y
(Rev 02/09/87) Page 48
Steel Main Repl. 84th Ave. S. (124 to 132) -W-925
Correspondenc
B-20.3(13)A CONTINUED
THE POLE SMALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED 5I04AL EQUIPMENT HAS BEEN INSTALLED THEREON.
AFTER THE POLE IS PUREED THE SPACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE
PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH CONFORMING TO THE
CONTOUR OF THE POLE BASE PLATE.
DRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE OF PORTLAND CEMENT AND FINE SAND WITH JUST
ENOUGH WATER SO THAT THE MIXTURE WILL STICK TOGETHER ON BEING MOLDED INTO A BALL BY HAND, AND MILL
NOT EXUDE MOISTURE WHEN SO PRESSED. A ONE HALF INCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE
GROUT PAD AS SHOWN ON THE STANDARD DETAIL.
8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION)
ALL SIGNAL CONDUCTORS SHALL BE STRANDED COPPER AND SHALL HAVE 600 VOLT TH INSULATION AND BE OF THE
SIZES NOTED ON THE PUGS. ALL MLTI-CONDLCTORS USED FOR THE SIGNAL SYSTEN SHALL CONFORM TO
DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL MIRING SCHEDULE AND WIRING DIAGRAM.
ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN ETD, Cr4MP STYLE SOOERLESS
TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END
SOLDERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE INSTALLED WITH A TOM DESI0ED FOR THE
INSTALLATION OF THE CORRECT TYP'c OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL
NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO
MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE
PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR FUNS SHALL BE ATTACHED TO
APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTTONS SHALL BE
THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS.
8-20.3:14)0 TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION)
THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF
THE RESULTS.
8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION)
fHE CONTRACTOR 94ALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS
AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS.
ALL POLE DIMENSIONS AND ORIENTATIONS MILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION.
ALL ENTRANCES REQUIRED FOR POLEMOUNTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON
ASSEMBLIES, ETC. SHALL BE FIELD DRILLED.
8-20.4 MEASUREMENT (REPLACEMENT SECTION)
MEASUREMENT FOR TRENCH AND SACKFILL WILL BE BY THE LINEAR FOOT.
MEASUREMEM FOR SELECT TRENCH SACKFILL WILL BE BY THE TON.
MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUAP
SM.
MEASUREMENT FOR FOUNDATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN
PLACE.
_. MEASUREMENT FOR CONDUIT WILL BE BY TH EI LINEAR FOOT.
MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE.
Supplemental Specifications
(Rev 02/09/87) Page 47
8-22.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT 94ALL BE MADE DOER:
I. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT
2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT
3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT
4. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT
�,..
S. "PAINTED _" MIOE STOP BAR' PER LINEAR FOOT
6. "PAINTED 4FFIC ARROW" PER EACH
7. "PAINTED TRAFFIC LEGEM _", PER EACH
S. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT
9. "PLASTIC " WIDE STOP BAR" PER LINEAR FOOT_
10. •PLASTIC TRAFFIC ARROW" PER EACH
11. "PLASTIC TRAFFIC LEGEND " PER EACH
12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT.
13. "REMOVAL OF PLASTIC LINE _" WIDE" PER LIN. FT.
1r.
r
r
r
yr
Y
Supplementel Specifications
(Rev 02/09/87) Page 50 -„
8-22.1 CONTINUED
NO PASS STRIPE - DELETE
REVERSIBLE LANE STRIPE - DELETE
TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH:
A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4
INCH SPAM. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10
FOOT LINE AND A 15 FOOT SPACE (SEE DETAIL SHEET).
BARRIER STRIPE - DELETE AND REPLACE WITH:
A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE.
CROSSWALK STRIPE - DELETE AND REPLACE WITH:
A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN b
FOOT SPACE IN BETWEEN THE LINES.
STOP BAR - DELETE AND REPLACE WITH:
A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE
CONTRACT PLANS.
TRAFFIC ARROW - DELETE AND REPLACE WITH:
A SOLID WHITE MARKING COFORMING TO CONTRACT PLANS AND DETAIL SHEETS.
TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH:
A WHITE NARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SWEET.
CYCLE DETECTOR SYMBOL - DELETE
8-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION
ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS:
LENGTH OF STRIPE - THE LONGITUDINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE
SHALL NOT EXCEEU PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY
MORE THAN PLUS OR MINUS 1/4 INCH.
8-22.3(6) PRINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION)
WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR 91ALL REMOVE ALL OLD
CONFLICTING STRIPES OR LINES.
8-22.4 MEASURD"T (REPLACEMENT SECTION)
MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR
THE SKIP BETWEEN THE STRIPES MEAbURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER
STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL ITEMS
SHALL BE COMPLETE IN PLACE.
WAS W14E NT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FO01 OF " WIDE LINE
Supplemental Specifications
(Rev 02/09/87) Page 49
9-03.12(3) CONTIMED
ADD:
WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURA.LV OCCURRING
GRANl1AR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAv:L BA KFILL FOR PIPE
BEDDING.
9-03.14 GRAVEL BORROW (REPLACEMENT SECTION)
(RAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS
OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE
9-05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS
9_-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALLMINIZEO) CORRUGATED IRON OR STEEL GRAIN PIPE FROM f
THIS SECTIDN. it
9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION)
DELETE SENTENCE 2 PARAGRAPH 1 14
9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION)
REPLACE: "TREATMENT 5" WITH 'TREATMENT 1"
9-05.11 ALLMINIM STORM SEWER PIPE (PARTIAL REPLACEMENT SF^Ial)
DELETE: "except that protective coating shall he Treatment 5%
9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: PARAGRAPH 1
L
ADO:
THE MAXIMLM LENGTH OF PVC PIPE SECTIONS USED SHAH, BE 12 FEET.
tr
9-05.13 DUCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION) �^
DELETE PARAGRAPH I [
9-29 ILLUMINATION, SIGNALS, ELECTRICAL. {�`r
9-29.1 CONDUIT (REPLACEMENT SECTION)
THE CONDUIT P.V.C. - NON-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS.
THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW:
(1) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS.
(2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS.
I
supplemental specifications
(Rev 02/09/87) Page 52
UIVTSION 9
MATERIALS
9-03 AGGREGATES
9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION)
Apo TO PARAGRAPH 2 SENTENCE :
..EXCEPT THAT IN to CASE SHALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES.
REPLACE PARAGRAPH 3 WITH:
GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING APE QUALITY WHEN PLACED IN
MAULING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A
TEMPORARY STCOWILE. THE EXACT POINT OF ACCEPTANCE WILL BE OETERMIFED BY THE ENGINEER.
GRAVEL BASE GRAVEL BASE
CLASS A CLASS B
% PASSING 1/4" SIEVE 25% MIN. 25% MIN.
75% MAX. 75% MAX.
% PASSING U.S. NO. 200 5% MAX. 10% MAX.
SIEVE (WET SIEVING)
(OUST RATIO): % PASSING t200 2/3 MAX. 2/3 MAX.
% PASSING 040
SAND EQUIVALENT 50 MIN. 30 MIN.
9-03.12(1)A CLASS A (REPLACEMENT SECTION)
GRAVEL BACKFILL FOR FOUvITION, CLASS A, SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST.
9-03.12(1)8 CLASS 8 (REPLACEMENT SECTION)
GRAVEL BACKFILL FOR FOL DA'IONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION -OR GRAVEL BACKFILL FOR
FOUNDATIONS, CLASS A, UM.ESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL
FOR FOUDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10
AGGREGATE FOR GRAVEL BASE, CLA-S A.
943.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION)
REPLACE SENTENCE 1, PARAGRAPH 1 WITH:
GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF NATURALLY OCCURRING PEA GRAVEL CONFORMING TO
THE FOLLOWING:
PASSING 3/4" SQUARE SIEVE i00%
PASSING 318" SQUARE SIEVE 70-100
PASSING t4 SIIVE 55-100
PASSING 010 SEIVE 35-95
PASSING /20 SIIVE 20-80
PASSING #40 SIIVE 1G-55
PASSING #100 SEIVE 040
PASSING 0200 SEIVE 0-3
SAND EQUIVALENT 35 MINIMUM
W SuDDlemental SM]ecificatims
(Rev 02/09/87) Page 51
9-29.3 CONTINUED
INSTALLATION OF ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD
SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN.
CONDUCTORS AND CABLE SHALL CONFORM To THE APPLICABLE SPECIFICATIONS AS FOLLOWS:
(1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER
CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SWILL BE 600 VOLT
PLASTICIZED POLYVINYL. CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE,
CONFORMING TC APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHM.EHE COMPOUNDS SHALL NOT BE
USED **X EXPOSED TO SO'tIGHT. THE GRADE INSULATION OF CODE THICKNESS SWILL B: USED.
(2) MLLTI-a)DILTOR CABLE SHALL BE USED FOR TRAFFIC SI64AL CONTROL, AND SHALL BE RATED TO
OPERATE ON 6OG VOLTS. INDIVIDUAL C01DUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED
WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COWOUID, OR APPROVED EQUAL, AND
SHALL BE COLOR COOED AND (F SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CO DUCT(RS SHALL BE
CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK.
INSULATION SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS.
ANC
Nora. Strands
CIRCUIT _ Phase Gauge Gauge Conductor Color Stripe
Signal heads.... A 14 19/27 Red, Yellow, Green None
A' 14 19/27 Red, Yellow, Green White-white
B 14 19/27 Red, Yellow, Green Black
B' 14 19/27 Red, Yellow, Green Black-Black
C 14 19/27 Red, Yellow, Green White
Signs:........... Com. 12 19/25 White None
Control......... Com. 12 19125 White Black or Green
Detector........ A,B,C 12 19/25 Black None
C(on. 12 19/25 White None
Spare........... .... 14 19/27 Red, Yellow, Green Blue
Flashers........ .... 12 19/25 Black None '
Service......... .... 10 19123 Black None
Alternate..... .... 12 19/25 Black None
Neutrals
(not listed).. .... 10 19123 white None
Alternate..... .... 12 19/25 White or Green None
Multi-conductor cable shall be assembled as per the following typical illustrations:
a) 2 Conductor -- 2 No. 12 AWG, 19/25 Strand, consisting of a black and white conductor.
b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3
No. 14's consisting of Phase A.
c) 8 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No.
14's consisting of Phase A and B.
d) 11 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG white with green or black stripe; and 9
No. 12's Consisting of Phase A, B and C
e) 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18
No. 14's Consisting of Phase A. A', 8, B', C and Spare. --
WIRING WILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED,
WITH THE EXCEPTION of TYPE XAMW INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL
CONDUCTOR SHALL BE 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SMALL REFER SOLELY TO
Supplemental Specifications
(Rev 02/09/87) Page 54 __
9-29.2 JUNCTION BOXES (REPLACEMENT SECTION)
N- JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AND STEEL COVER
RATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SHEETS.
THE INSCRIPTIONS ON THE COVERS OF THE JUCTION BOXES SHALL BE AS FOLLOWS;
(1) SIGNAL ONLY: "SIGNALS"
(2) STREET LIGHTING ONLY: "LIGHTING"
(3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: -TS-LT"
THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER RATES.
.-- 9-29 3 CONDUCTORS. CABLE (REPLACEMENT SECTION)
L.' ALL SIGNAL CODDUCTORS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPED AND SHALL EMPLOY 600 VOLT
TRH INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM
'- SMALL COOR ND T
M TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICAYIONS AND SHALL BE OF HE
NF
SIZES NOTED ON THE SIGNAL WIRING DIAGRAM-
r- THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SMALL BE A SPECIAL COMMUNICATIONS
CABLE. THIS CABLE SHALL BE GOLDEN, BELDFOIL 8720, or EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 X
27). THE CABLE 94ALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD,
A TINED COPPER DRAIN WIRE AND A CHROME VINYL JAGAET.
THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M ►138 CABLE OR EQUIVALENT. THIS CABLE
WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED.
7HE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING:
1. CONDUCTORS, SOLID, SOFT DRAWN, A 4EALED COPPER, SIZE 10 AWG.
2. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE,WITH TELEPHONE
INDUSTRY COLOR CODING.
3. CABLE CORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST
LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS.
4. SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES)
.008- THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO
PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAME
MANNER IS ACCEPTABLE.
5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED
TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE
DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING.
6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE
OUTER JACKET.
i. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM-POLYETHYLENE
GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD.
EACH WIRE SHALL BE NUMBERED AT EACH TERMINAL ETD WITH A WRAP-AROUND TYPE NUMBERING STRIP ACCORDING
TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS-
No SPLICING OF ANY TRAFFIC SIGNAL COD'UCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE
PLANS. ALL CONDUCTOR RUNS SHALL BE PULED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD
WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SWILL BE THE SPLICES FOR DETECTOR LAPS AT
THE NEAREST JUNCTION BOX TO THE LOOPS.
THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO
COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS 94OWN ON THE °LAMS. ALL
KATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE
SECTIONS OF THE NATIONAL ELECTRICAL CODE.
Supplemental Specifications
(Rev 02/09/87) Page 53
9-29.9 CONTINUED
EMPLOY THE CLASS OF COFPOIROS IDENTIFIED AS POLYDLORINATED SIPHENYLS (P.C.B.) AS DIELECTRIC,
COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO
THE CASE LISTING ALL ELECTRICAL DATA.
9-29.10 LLNIMAIRES (REPLACEMENT SECTION)
ALL LUMIMAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS.
LUMINAIRES SHALL WAVE A CAST-ALUMINUM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING AND CAPABLE �-
OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON.
LUMINAIRES SWILL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS
AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS.
THE LU IMAIRE SHALL INCLUDE THE POWER DOOR FEATURE.
THE LUMIWIIRE SMALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL
SHALL BE PLACED 13ETWEEN THE LAMP SOCKET AND THE REFLECTOR. ,.
THE MANUFACTURERS NAME OR SYMBOL SHALL BE CLEARLY MA7KED ON EACH LUMINAIRE.
EACH LUMINAIRE STALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING
SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE ....
AND THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH
LAP WATTAGES INDICATED BY THE FOLLOWING NUERICAL LEGEND:
7 FOR 70 WANTS 25 FOR 250 WATTS
10 FOR 100 WATTS 31 FOR 310 WATTS
15 FOR 150 WATTS 40 FOR 400 WATTS
17 FOR 175 WATTS 70 FOR 700 WATTS
20 FOR 200 WATTS X1 FOR 1,000 WATT
ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LWINAIRE FRAME WITH STAINLESS STEEL
MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL W
BALLAST, SHALL BE WEATHER-TIGHT.
9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION)
UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF
PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTF.'.CT.
9-29.110) TIME CLOCK CONTROLS - DELETE
9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION)
PHOTOELECTRIC CONTROLS SWILL BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 NZ. THE PHOTO-
CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES "-
C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED E)fTERMkLY ON TOP OF THE UMINAIRE. IN A
CONTACTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LUMINAIRE
NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS
O INCANDESCENT LOAD "ON" AS MIN.
Supplemental Specifications
(Rev 02/09/87) Page 56 ._
9-29.3 CONTINUED
THE THICKNESS OF THAT INSULATION IMMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR
JACKET THICKNESS.
INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE
INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE MIRE TO BE USED IN THE INDUCTION LOOP
SHALL BE NO. 12 A.M.C., TYPE USE, AWH OR RNH INSLATION. SEE DETAIL SHEETS.
9-29.4 MESSENGER CABLE. FITTINGS - DELETE
r-
9-29.5 POLE LINE HARDWARE - DELETE
l� 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION)
LIGHT STANDARDS SALL BE SPUN ALUNINM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN
THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN.
9-k9.6(3) TIMBER LIGHT STANDARDS TIMBER STRAIN POLE TIMBER SERVICE SUPPORTS - DELETE
9-29.7 LU INAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION)
ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE
WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL
PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONECTIONS SHALL BE MADE WITH COMPRESSION
N� FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIT£ OF THE KIT.
THE FUSES SHALL BE LOCATED INSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL
LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND
SHALL HAVE THE FOLLOWING CHARACTERISTICS:
1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAC.
2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE NOR.
3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE.
4. FUSES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS
FL MI9ED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS THEREFOR:
LUMINAIRE SIZE SERVICE VOLTAGE 240V
1,000 W15A
400 M10A
250 W10A
200 W10A
175 W10A
150 W10A
100 W10A
5. FUSES SMALL BE UL LISTED
9-29.8 MAST ARMS, CROSS ARMS AMD TIE ROD - DELETE
9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION)
r
BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAPS SHALL BE DESIRED TO PROPERLY OPERATE 100 WATT 554,
150 WATT 555, 200 MATT 566, 250 MATT 550, 400 MATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SHALL
BE AN INTERNAL 240-VULT REGULATOR-TYPE (HIGH POWER FACTOR),
!•• THE BALLAST SHALL BE PRE-WIRED TO THE LAP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN
ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL
Supplemental Specifications
t (Rev 02/09/87) Page 55
r
9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION)
A CORNELL-DUB:LER RADIO INTERFERENCE FILTER W 10801-1 30 AIDS OR EQUIVALENT SMALL BE USED TO
FILTER THE A.C. POWER, ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER
DEVICES WITHIN THE CABINET.
9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION)
ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION
SWILL BE PROVIDED IN ACCORDANCE WITH NENA STANDARDS.
THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED
SETTINGS. THE TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD
ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL
INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A
FULLY-ACTUATED MODE. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT
LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION
SWILL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY
OPERATION. TRANSFER FROM COH LITER SUPERVISION SHALL NOT CALL UP A STARTING YELLOW.
9-29.13(7)A ENVIROIENTAL PERFORMANCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS
(REPLACEMENT SECTION)
THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY
CONTROL EQUIPMENT AND CABINET 94ALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING
AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AHD SIGNAL OPERATION SHALL BE AT THE CITY OF RENTON
SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SDP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR
THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSNELE THE CABINET AND RELATED SIGNAL
CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED •-
COMPONENTS SATISFACTORILY FUCTIONING SMALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE
TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A
MINIMA OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS RE N 6.
DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF kLL COMPONENTS FUNCTIONING
PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING
OF ALL AFORESTATEO CONTROL GEAR WHEN FIELD INSTALLED,
6.
9-29.13{7)B AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION)
POWER SWITCHES
THERE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT
ELECTRICALLY DEAD WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER
THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FL494ING
OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES.
STOP TIME BYPASS SWITCH
THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE
INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE
MONITOR, THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE
STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION
REMAINS IN FLASHING OPERATION.
DETECTOR -EST SWITCH
EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRITE', RETURN) DETECTOR TEST SWITCH,
WHEN DEPRESSED, THE SWITCH 94ALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE.
Sapplemmtai Speciflcatlons `-
(Rev 02/09/87) Page 58
9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION)
.-. ALL SPLICES AM TOPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO
SECURELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL ELPLOY EPDXY RESIN
FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT
BALL BE COMPATIBLE WITH THE WIRE WD ITS INSULATION AS USV TN THE LIGHTING SYSTEM.
9-29.13 TRAFFIC SIGAL CONTROLLERS (REPLACEMENT SECTIN)
THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE
POWER LINE FREOEMCY AS A TIME BILE. THE TRAFFIC SIGNAL COITRO.LER SHALL MEET THE REQUIREMENTS OF
THE NATIONA- ELECTRICAL. MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS.
COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS 9ML BE INDIVIDUALLY REPLACEABLE
UTILIZING APPROVED STANDARD SOLDERING TECHHNIQUES. INTEGRATED CIRCUITS SMALL BE MOUNTED IN SOCKETS
AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS BALL BE STANDARD "OFF THE
SHELF" ITEMS.
THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTFRFACING WITH THE MA.TISONIC REAL TIME, MASTER
COPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH OI-LINE OPERATION (CONTROL BY THE MULTISONIC
MASTER COMPUTER) AND STANDBY OPERATION. TK CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL
RASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN
OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MLTISONIC MASTER) THE CONTROLLER %'ALL BE CAPABLE
HF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH
PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOaPLI9ED AT THE LOCAL
INTERSECTION.
9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION)
FLASH WIT BALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UP TO 1000 WATTS PER CIRCUIT
ALTERNATELY AT A RATE OF 60 FLASKS PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE.
9.29.13(3) EMERGENCY PRE-EM'TION (REPLACEMENT SECTION)
EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARA'-" WITS OR AS MODULES THAT PLUG
DIRECTLY INLO A RACK WIRED TO ACCEPT 3-M DISt,RIM1NATOR TYPE UNITS. THE PRE-EMPTICN SYSTEM
OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS
CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS.
WHEN A PRE-EM'TION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE
CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE
CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR
NO LONER DETECTS THE EMERGENCY VEHICLE.
'— WHEN THE RASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT BALL NOT RESPOND TO ANY OTHER DETECTOR
UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON,
SIGNAL BEING RECEIVED, ClANNEL CALLED. SWITCHES SALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR
GILLS FOR EACH RASE.
9-29.13(4) WIRING DIF,GRAKS (REPLACEMENT SECTION
` THE CONTROLLER CABINET SHALL HAVE A WATERPRUT ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE
OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SMALL HAVE FOUR CDPLETE SETS OF
SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SUB-ASSEMBLIES.
Supplemental Specifications
(Rev 02/09/87) Page 57
9-29.13(7)0 CONTINUED
TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER.
7. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT
GOAT SHALL BE A DURABLE ALUMINUM OR HAMUERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF
PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS.
c. BOTH DOORS (MAIN AND POLICE PANEL) SMALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS.
9-29.15 FLASHING BEACON CONTROL - DELETE
9-29.16 VEHICULAR SIGNAL HEADS (REPLACEMENT SECTION)
VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SOW r1HERWISE ON THE SIGNAL PLANS.
VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BF EUFANDA9.E TYPE FOR
VERTICAL NOWTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT.
REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD 91ALL HAVE A 1/4 INCH OWUN HOLE IN ITS BASE.
VEHICLE SIGNAL HEADS SHALL BE CAST ALUIIMIM.
ALL SIGNAL HEADS SHALL INCLUDE A BACK PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING
OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED
TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE
FINISED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL.
MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL
MOUMTIN. HARDWARE WILL BE OF THE TOP-MOUNT PL MBIZEH TYPE AS SHOWN ON THE STANDARD PLANS.
POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES.
SIGNAL BEADS SHALL BE MOUNTED ON TE MAST AN SUCH THAT THE RED INDICATORS LIE IN THE SAME PLANE
AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SHALL NOT BE LSS THAN 16 FET 6 INCHES NOR
MORE .HAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE
STAINLESS STEEL..
9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) '
THE HEAD OPTICAL LIMITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LANDS
VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LICIT AND
TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT
TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LXMENS, 665 MINIMUM INITIAL
LUMENS, 8000 W. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN
COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNI9ED WITH 165 WATT TRAFFIC SIGNAL LAMPS RATED
FOR 130 VOLT OPERATION, 1750 MINIMUM INITIAL LUMENS, $000 HR RATED LIFE, 3 INCH LIGHT CENTER
LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FIL.AMEW
OPENING POINTED LIP. ...
ALL SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTP.ACT PLANS AND
SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH F
MINIMUM ABOVE THE HOPIZONTAL. THE LENS 94ALL BE CLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN
SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND OUST-TIGHT. THE
REFLECTOR SHALL BE ONE PIECE, ALZDC ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL LNIT
SHALL BE DESIGED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SU.N'S RAYS EVEN AT TIMES OF THE
DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LENS.
Supplemental Specifications
(Rev 02/09/87) Page 60
9-29.13(7)8 COW INUED
THE CONVENIENCE OUTLET AND LAP SOCKET
A CONVENIENCE OUTLET PROTECTED WITH A GROUND FALLT INTERRUUPTER AND AN INCANDESCENT LAMP SUCKET
SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR SNITCH FOR THE LAW SHALL BE PROVIDE). THIS
CIRCUIT 'MALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 UPS.
FAIL SAFE UNIT
FAIL SAFE UNIT 94ALL MONITOR BOTH THE POSI'.JE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR
ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING
INDICATIONS SMALL NOT BE LONG 90" TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE
MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISPAL INDICATION THAT THE MONITOR HAS
PREEMPTED NORMAL OPERATION.
SURGE PROTECTOR (LIGWING ARRESTER)
THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER
INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS.
FIELD WIRING TERMINAL
THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS
SHILL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT
NUMB`RING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH MNBERS SHALL LABEL EACH TERMINAL
AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE
TERMINAL STRIP IS ILLUSTRATED. A COMDN BUS BAR WITH A MINIMM OF 15 TERMINALS AND A GROUNI
BAR WITH A MINIMM OF 6 TERMINALS BALL BE PROVIDED.
COMPUTER INTERFACE UNIT
INTERFACE COMMUNICATION DEVICES SHALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG
DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE
COMPUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND
SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL
IN COWORMANCF AND WITHIN THE CAPABILITY OF THE MLTISONIC MASTER COMPUTER UNIT AND THE
INTERCONNECT CABLEC
9-29.13(7)0 CONTROLLER CABINETS (REPLACEMENT SECTION)
EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING ND HAVE THE FOLLOWING
REQUIREMENTS:
1. CONSTRUCTION SHALL BE OF SHEET STEEL.
2. THE CABINET SHALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL
AUXILIARY EQUIPMENT.
3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY
EQUIPMENT AND ANY REQUIRED APPURTENANCES.
A. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FIN. THE AIR INTAKE FILTER SHAD
BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN
THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED.
5. THE CABINET DOOR SHALL BE PROVIDED WITH THE FO.LfVtNG:
-_ a. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAT STOP AND SHALL BE SECURED
WITH A BEST TYPE LOCK, THE MAIN DOOR SHALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL
POLICE LOD(. INSIDE THE POLICE PANEL THERE BALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL
PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE
WHEN RACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUTO-FLASH SWITCH. MEN
PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SHALL REMAIN ON AND CONTROLLER SHALL STOP
Supplemental Specifications
(Rev 02/09/87) Page 59
9-29.24(1) PAINTING (REPLACEMENT SECTION)
THE FINISH COAT SWILL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE
SWILL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT
OF EXTERIOR GRADE OF WHITE METAL ENAMEL.
9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION)
THE ELECTRICAL CIRCUI7 BREAKERS AND CONTACTORS SMALL BE AS INDICATED ON THE CONTRACT PLANS AND
DETAIL SHEETS. THE FQ LOWING EQUIPMENT SMALL BE FEATURED WITHIN THE CABINET: ..
9-29.24(2) CONTINUED
1. MAIN CIRCUIT BREAKER
2. BRANCH CIRCUIT BREAKERS
3. UTILITY RUG (120 VOLT-20 AP RATED) G.F.I. "YPE
A. LIGHT CONTROL TEST SWITCH (120 VOLT-15 AP)
5. CONTACTOR RELAY FOR EACH CIRCUIT
6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT)
7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH W WCER (FOR UTILITY PLUGS)
B. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE
9. ONE 120 VOLT 40 AP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE)
10. COMPLETE PR3VISIONS FOR 16 BREAKER POLES
11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH 94ALL BE RED
WITH WHITE LETTERING. ALL NAME PLATES SHALL BE ATTACHED BY S.S. SCREWS.
12. METER BASE SECTIONS ARE UNNECESSARY
9-29_.25 AMPLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION)
THn POLE MOUNTED TERMINAL BOX SHAM BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE
I APPROXIMATELY 16" MICH x 13-7/8" WIDE x 5-7/8" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE
TERMINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE
SIDE AND SCREW HOLD DOWN' ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL.
9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION)
PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52"
9-30.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION
CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND In
ACCORDANCE WITH ANSI/AWWA C11O/A21.10-82. CEMENT LINING SWILL BE IN ACCORDANCE WITH ANDI/AWWA
A104/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS
SHALL BE SPECIFIED AS PUSH-ON JOINT (TYTGN), MECWWICAL JIONT(MJ), PLAIN ENO(PE), FLANGED(FL), OR
SCREWM.i). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BOMAN, CHLORINATED BUTYL, OR CLOTH-
INSERTED RUBBER. RUBBER CASKET JOINTS BALL BE IN ACCORDANCE WITH ANSI/AWWA C111/C21.1140.
FLANGES (THREADED) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83.
IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-END
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OF ANSI/AWWA —
C153/A21.53-84.
3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE 813TH PUS!-ON (TYTON), OR PLAIN-END, OR MECHANICAL _
JOINTS AND FLANGED JOINTS 944.L BE IN AC(SROANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.5344 SUCH THAT THE PORTION OF THE FITTING WITH A
PUSH-ON (TYTGN), PLAIN-END, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-
84 AD THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA
C110/A21.10-82.
Supplemental Specifications
(Rev 02/09/87) T•ege 62
�w 9-29.16(2)E PAINTING SI01AL HEADS (REP ,CEMENT SECTION)
t SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF &4,_K PRATES SMALL BE FINISHED WITH TWO COATS
!+ OF FACTORY-APPLIED TRAFFIC SIGNAL YELLO, BAKED-ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK
RATES SWILL BE FINISHED WITH TWO COATS OF FACTORY-i PP.IED FLAT BLACK ENAMEL.
9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEARS_ DELETE
9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE
9-29.16(3)8 12 INCH PO. TE TRAFFIC SIGAL HEADS - DELETE
9-29.17 SIJUAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION)
VEHICLE AND PEDESTRIAN HEAD MONTING HARDWARE SWILL BE AS INDICATED ON THE CONTRACT PLANS AND
DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC
SIGAL YELLOW BAKED ENAMEL.
9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION)
DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AM SYSTtGM DETECTION
OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS
SPECIFIED IN THE CONTRACT.
9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION)
r
DECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 215E OR DETECTOR SYSTEMS MODEL 810A O4 EQUAL.
9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION)
PEDESTRIAN SIGNAL HEADS SHALL BE THE PEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT.
THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAPD" (FOR THE DO NOT WALK MODE) IN PORTLAND ORANGE
AND "MAN" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWL NEON GAS
TUBES ENCLOSED IN A HOUSING MADE OF POLYCARBONATE PLASTIC. THE LENS MATERIAL SHALL BE
POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS IF
FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL `RE FLAT BLACK IN COLOR.
9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION)
ALL PEON GRID HEADS BALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC
DESIGWO TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS
WHICH RUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS
PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL EE 115 VAC WITH THE —
HAND-SYMBOL OPERATING ON A 45 WATT MAX. AND THE "WW" SYMBOL OPERATING ON A 38 WATT MAX.
9-29.21 FLASHING BEACON - DELETE
- 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION)
THE SIGNAL/STREET LIGHTING. SERVICE CABINET BALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL
SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND COMiXTOR TERMINALS SHALL BE COPPER OR BRASS.
THE CABINET 91ALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR
H EXTERIOR SURFAfES AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED
PIANO TYPE AN; NO SCREWS, RIVETS OR BOLTS BALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR
fSHALL BE F:TTED FOR A BEST INTERNAL TYPE LOCK. THE CABINET 94ALL HAVE VENTILATION LOUVERS ON THE
LOWER AND UPPER SIDES COMPLETE WITH SN`REENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR
SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET.
r
a SLpplew-taU Specifications
(Rev 02/09/87) Page 61
a=
9-30.2A CC1NTIN EO WITH
TION
3/A21-53-8A OR
` ACCEPTANCE TESTIG IN 4 ANSI/AWWANC110/A2TION 10-
�101U-82E94ALL BE WITH C OBTAINED SBy THE CONTRACTOR 1SAND TRANSMITTED TO THE CENGINEER
SPECIFICATIONSWITH
APRIORITOCITION. ON NSTALLINGA FORM ANY PIPE ORIFITBTYINGS CITY,
INDER THAT ALL MEET THESE
9-30.3A CATE VALVES PARTIAL REPLACEMENT SECTION)
r- REPLACE PARAGRAPH 1 WITH: OF 20O PSI. GATE VALVES SHALL
I VALVES SHALL BE DESIGNED FOR AMAIN WATER w�YING�PRESS(FE
BE CLOW LIST 14, WA LLER COMPANY K MM
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING.
... ALL GATE VANES LESS THAN 12" IN DIAMETER SWILL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX
AID EXTENSIONS, AS REQUIRED' ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A
VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
9-30.3E VALVE MARWER POSTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN OR OTHER
UNPAVED AREA
yhiK ARK
VALVVE THE lop OF THE VALVE
SHALL BE FABRIICATEED AM X COULD BE COVERED
IN COIFSOiUAmCE WITH THE STANDARD DDRAWINGS. THE
9-30.5 HYDRANTS REPLACEMENT SECTION)
FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED °RIOR TO BID OPENING.
9-30.SA END CONNECTIONS (REPLACEMENT SECTION)
HrDRANTS SWILL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID
PROPOSAL DESCRIPTION.
9-30.58 HYDRANT DIMENSIONS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-SOAND W H
A 6 INCH INLET AND A M.V.O. OF S INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH TERNMATI 6AL READS FE 7
1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEHA SEATTLE PATTERN 6 EN TAGON PER
INCH, 60 DEGREES V. THREADS, O.D. TFNEAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4" PENTAGON
OPERATING NUT OPENED By TURNINNG COUNTER CLOCKWISE (LEFT).
Supplemental SWiflcetlAxn
(Rev 02/09/87) Page 63
C
I,
1.
SPECIAL PROVISIONS
t
I '
fY
III
' CITY OF RENTON
84th AVENUE SOUTH STEEL GATERMAIN REPLACEMENT
Water Project No. W-925
SPECIAL PROVISIONS
1-05 CONTROL OF WORK
1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION)
Construction taking and as built notes shall be supplied by the contractors
surveyor as provided in the supplemental specifications, and paid for as
"Construction Staking and As-Built Notes and Drawings, Per Lump Sum."
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
Private property such as plants, shrubs, trees, fences, and rockeries within
the public right-of-way or Easements shall be removed and restored to the
satisfaction of the property owner. It shall be the contractors
responsibility to notify each property owner when it is necessary to remove
-- such improvements to facilitate the contractors progress, and to remove those
improvements to locations requested by the property owner or to restore them
in their original location in as near original condition as possible. All
lawn within the area to be disturbed by the contractors operations shall ba
cut with a sod cutting machine, removed and stored until the trench is
backfilled and compacted and then replaced. While stored the lawn shall be
protected and kept watered. After replacement the disturbed lawn areas shall
be watered a minimum of four (4) times a week for three weeks. The watering
shall be of such duration as to soak the replaced sods thoroughly and promote
good root growth.
Such removal and restoration shall be considered incidental to the bid item
"Remove and replace lawn and landscaping," per Trench Font and no further
compensation will be made.
7-tl PIPE INSTALLATION FOR WATERMAINS
7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION)
All connections to existing mains shall be made by City forces.
n.
7-15 SERVICE CONNECTIONS
7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION)
All existing services shall be replaced by passing a high strength steel wire
through the existing galvanized service and pulling the old service out while
pulling the new copper service in. No open cutting of the road will be
allowed for services unless it is not possible to replace a service by
pulling, jacking or spudding.
No payment for lawn or landscaping restoration will be made for services
except that covered at the watermain connection. All costs for restoration
shall be included in the price of the service connection type I. II, or III.
9-30 WATER DISTRIBUTION MATERIALS
9-30.1 PIPE (SUPPLEMENTAL SECTION)
The City will supply approximately 1400 lineal feet ..:f 12" ductile iron pipe,
and all 8" and all 6" ductile iron pipe. The contractor will be required to
pick up the pipe at :tie City Shop at 3555 N.E. 2nd Avenue, Renton,
Washington, and deliver it to the job site. The contractor shall supply all
new gaskets for all City-supplied pipe.
9-30.5 HYDRANTS (SUPPLEMENTAL SECTION)
The City will supply all fire hydrants. The contractor will be required to
pick up the fire hydrants at the City Shop at 3555 N.E. 2nd Avenue, Renton,
Washington, and deliver them to the job site. The contractor will supply the
tee, valve, shackle rode and bolts, and gaskets used in the hydrant assembly.
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KING COUNTY REAL PROPERTY DIVISION
,�. RIGHT OF WAY CONSTRUC TICS PERMIT
TELEPHONE 344.3956
PERMIT NO U-13AS-R7 JOB NO. ENWfIIpNNlNTAL AlSESSMEN7
II Reqwfed Date RecrErved
FRANCHISE NO. 612 KROLL PAGE NO. 612 G Nol Required
DATE 9121/17 wE17.NE13 Q ReplaExiSfingrr,rrm menl
SECTION.: TWP 23 RANGE 4 ❑ Replacricall t
O Categorically ERempl
APPLICANT. CITY OF ORSTON _PHONE NO.
ADDRESS. 3595 HE 7Nn aTRFFT _ ULID NO.
__ RENiON� WA 9fl056 RONOAMOUNT_BB
Job Description:
EMERGENCY CONTACT PHONE NO.
TO REPLACE APPROXIMATELY 2400 FEET OF WATERNAIN WITH 12" DUCTILE IRON MAIN ON
84TH AVENUE SOUTH FROM SOUTH 126TH STREET TO SW LANGSTON ROAD. THIS INCLUDES
TWO (2) CROSSINGS. FOR: WATER PROJECT N0, W-925, 84TH AVENUE WATERMAIN
A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD.
OPEN CUT CROSSINGS AT S. 128TH STREET S. BOTH STREET AND 84TH AVENUE S (2001 N. OF
S. 134TH STREET) ARE ACCEPTABLE IN ACCORDANCE WITH KING COUNTY OPEN CUT POLICY,
MIS RANI,iS"K'i4o COVNry PoGNI QF WAv QNP
GIVE OISTANCE BY STREE,OR RLLaO WIT.AN ON.FROM AND EOOESCRrPrfON
ALL MATEA MAIN ERlFY51ONS MUSE Ni AMgaAL FAOM TNT FIRE 4ANSNAL1
ALL UNOEflGR0UN0 WftlI LINES MILS,HAVE A MINIMUM W COVER
ALL WJRR 10 Of ODNE SUSi TO T.E ARpa4 OF I.E KINQ CWNEI FOAD ENOINfER
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STANDARD DRAWINGS
w
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A . CITY OF RENTON
R DEPARTMENT OF PUBLIC WORKS
Final Joint must-
be saw-cut
Sow-Cut or line drill ,-2" min. Asphalt
Existing Asphalt underlying concrete Concrete
�Tjncrete
Existing---- t......., - ., r
Cement Concr— a—te~ 6 ljj;:R- ,YlRvro�' 6 min Cement Concrete
6" min. Crushed Surfacing
Conc. shall be Cl- A (3/4) - Top Course
Portland Cam. Conc. Con-
forming to Sect. 6-02.3. Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint Asphalt Concrete (3" min. )
must be saw-cut replacement patch to be
i" thicker than previously
existed.
Existing Asphalt i 6" Min. Crushed Surfacing
Concrete Top Course
Compacted Crushed Rock
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint must Cement Concrete (8" Min. ) Replace-
be saw-cut ment patch to be 1" thicker than
previously existed.
hJ.
yB�.L��.:i..• �'iS.�."'.✓w fy�
Existing Cement
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Conc. sha',l be Cl . A (3/4) - Compacted Crushed Rock
_ Portland Cem. Conc. Conforming Backfill
to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
_. 1. See Sections 7-18 and 2-09 for Patching and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
to do otherwise oy the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
4. Saw cuts on concrete pavements shall be made no more than one-half the depth
of the existing slab.
S. Compacted Gravel Backfill Class "B" may be used upon approval of the Engineer
on trenches over 200 feet in length.
PAVEMENT PATCHING DETAILS DATE I/8?
SHEET 35
GENERAL NOTES
END GZO-E
R CONSTRUCTgN FLOOD LIGHTS SHOULD B TO
E
MARK FLAGGER STATIONS AT NIGHTIGHT ASS NEEDED
IF ENTIRE WORK AREA IS VISIBLE FROM ONE
STATION,ONE FLAGGER MAY BE USED.
STEADY BURNING WARNING LIGHTS (TYPE C.
MUTC01 SHOULD BE USED TO MARK CHANNEL-
(ZING DEVISES AT NIGHT AS NEEDED.
~� CHANNELIZING DEVISES ARE TO BE EXTEND
ED TO WHERE THEY ARE VISIBLE TO
APPROACHING TRAFFIC.
SIGNS SHOWN FOR ONE DIRECTION ONLY.
s3 ALL DISTANCES BETWEEN SIGNS TO BE !.
wsoa.
° • /\\
/w20-79P
\ FLAGGE
END ONE LANE
G202 CONSTRUCTI b \\ ROAD N70-4
ROAD
\ p14TAVCTION w20-I
AHEAD
LEGEND
• • • CHANNELIZ41NG DEVCES
FLAGGER
TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A TWO-LANE TRAFFIC COMIROL PLAN
HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING IS PROVIDED
GENERAL NOTES
ROAD 1 7 + +
I I MINIMUM TAPER Ir<NDTNAI IN FEET
ONSTFIXT 20-
AHEAD 1000 Pa4M 31% 45
ES !0 SS 40 is fee SS
q 105 150 205 270 450 500
LEFT LAN I000 I I END 020.2
w20-S(L) CLOSED TRUCt tl IIS HIS 225 205 49 530 605
5 d WI-S(L) i2 425 Ip0 24 320 54 ff0
W20-l3)
O I The m.elmYm 4D.c,n9 Delnen eA4rm411a1.q dt•
EFT I A, o tll.% Y e Is,, should bo .94111 44-11. fast
CLOSED O Is Ill .lead llmll; the IR"Im" special be-
O
L a O leeen cMon4111in9 office. .'ad to eeparee4
If reltic 0.14 he 2 Hleee .peed Hmil.
NOR O EA ,ji• Y,pal patemeal marlin" .4 lm9b .pollf.bla white
W4-2(R) I N C' might create CORN 1pn In the mills OI "Mclf
M.P.H. ......... .bell " ,.meets or a.lits,.led 0
O O aom 0 pmclicdhl4. Temporary meaAlal. WII
O OO L s4 Y.ad a4
O Ol M4.21L1
t Sread A',.Inp .".nine lights ITfn C, YUTCDI
p ahwld be eead Is marl cheeaellal.p btbee
I xl at .I1%, .. ..food.
w20.5011
flashing warning 119h1a end/w flags May be
O IGHT L used to call.t14.11"to the .c,17 w..nl.l \19.6.
17
I d CLOSED Sign! WP3A1,WA 2M.WA 2(L) end WIS-i-
G20-2 END I O L Nw 'RIOcsw Craves be PS SE Woo plea shb41
at
S I I who's 44111m y speed Ora mw4 the. 30mph,
v S reeo'\\ LYrt4 e19.4(wb4) sha414 be wood.
CLOSED W20-5(R) All d1O14ndee leUrOa s190 to f4L.
0 o AHEAD
1 i LEGEND
EGs ENa Ch.mmll�lin9 devices
I I ROAD
DDD sp4mu014.rewNp w20-I ST not TgAFFIE CONTROL PLAN
AHEAD
♦ ♦ 42 L AHEAD
TYPICAL APPLICATION-FOUR-LANE UNDIVIDED ROADWAY, INKRE NALF
THE ROADWAY IS CLOSED.
I
TYP. SIGNS BARRICADES
USED IN ROADWAY CONSTRUCTION AREAS
kOAD Ropo CLOSED MFR;ZTOL
OSED
CLOSED AHEAD OCALTAAFIICO AFFIC ROAD
46"x36' 60'x30' 80'x 30' CLOSED
8LK.ON 51LVER(REFL.) OLK,04 SILVER(REFL.) BLK,ON SILVER(REFL.1
LOCAL
TRAFFIC
ROAD DETOUR ROAD ONLY
CONSTRUCTIO CLOSED
AHEAD AHEAD AHEAD\\V/ TYPE III 80^RIC0.0E TYPE ltl BARRICADE
48'X 48'
48'x48' 48'%4b' ORANGE ON SILVER (REFU
BLK. ON ORANGE(REFU BLK.ON ORANGE BLK.ON ORANGE �. .�
(REFL.) IREFL.) OO
FLA00ER �,—.J L—_JJ AHEAD
486)(24' 4B'x24'
48'X 40' BLK.ON ORANGE BLK ON ORANGE
BLK.ON ORANGE (REFL.) (REFL.) TYPE 1 BARRICADE
{REFU �— ORANGE ON SILVER
TY?E 11 BARRICADF, (REFL.)
ORANGE ON SILVER IPEFL.)
END DETOUR X X ROAD
CONSTRUCTION CONSTRUCTIO
80'X24' 48'% 18" AHEAD
BLI,.ON ORANGE BLK. ON ORANGE WX24'
(REFL.) (REFL.) BLK.ON OR
LOCAL (REFL
TRAFFIC
DETOUR ONLY M.P.M.
VERTICAL PANEL PORTABLE
46'X 18' 30'x 38' ORANGE ON SILVER IB' TRAFFIC DELINEATOR l
BLK.ON ORANGE BLK.ON ORANGE (REFL.) CONE
(REFL.) (REFL.) ORANGE ORANGE
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..MWc rMIKL .' rYYII LI.YIrnM 4n a wm(L
K or rural I. l ll a ZZ . NOfltl.nr
Imw•rlw4 nui Y wI0Yl0
IOu4
CUT Tor"Lllan�i
x re rul IYw.
1
Z1 _
nwMr fPltlli \ _yY.ri(LI trf. �111.YlK No
,I rW.YO�� IOW. .l IR.IKn (Y
yW.0 Ytl f1Lai pR..
ra n.
i[C� twtYrl KwIw tw(Yn 4Nnr
y To d'aaV j
Em.tu xN. J�
. . \t•f. ie rll. .ir.
r IL1tll lir nnu.
O"Yq Wn, hr.N I „uK Aw.
LIYL tot.Ltl Iwr.l n� "Ill-f0. ..t
/r.w ft. rw.mYr 11-► t^aillw IIN. two t!r W7.1t
1 LJ.n. aaY 11NY1 Llw"K. LLKf N, tlrn Lirl LIYh
.l. IWIL Itlf ql q'•a0 h 11r M 11.' frill 111 lq{, IIiL
V r^:D WYYO w o'Yf,OI rw ro pl
s 1
_ FIRE HYDRANT ASSEMBLY
FILL
FIRE HYDRANT LOCATION IN
CUT OR FILL
WATER STANDARD DETAIL
CITY OF RENTON PIRTAL
2/X,
wr TO Kul DEPARTMENT OF PUBLIC WORKS we �«-
CONCRETE BLOCKING SIZING PROCEDURE
1l/1�^��111.11I1111 F_
Tr IA, •r •raryl•r•«Im N wpN Miwt•1 Nw, t«., __ �V
M 4•/I\/I MIMa r IN u••yN•1 IY.N 1. M«IM►•1
TSAI. «•anN N wY tr f•lel umlg s n .,A In IINn I.
Tr.m N yren MI •1 IYann rely NN NN NV. m•IN
•1 Ir VY't I. 1•Y/h/i rlry I1 INNt I.«yN ae.n I•
TId4 I F IY Nr Nlrly IY/•I IM•1i I N II1lr lI lw la j, •
CAP\�
1. lrI ;N ra«Vrrn 11 I«Y y.MI•rNl ••M,d M Ijill. • EZ} KNO
3, Y 1 M .Mwt•1V t M NNI r Nt•I I
Ir MN IN•IM•rNw1 Mrl•y N IM\Nt,b.a, I/1
I. )fr• Yr«I N«..11, IN. 1, wmlYta ll ra{Y«I•r.
.. Tr IraNN•1•Yiy.rll N .. Mr.Nt tN....N11M )V•i,11, r 1
Y .will •I.Nr•r rl« 1.I
T fb. 0 o o I.rry..t tr rgry It.It
•NM1 May WY lr M«/✓N. It. Owl. EI
• .wren•1 TrNa• le N.I - '�
Y •Vl x••I trrP 1•,Nt
II •tN•N(NVNN r4IY r•1 N«rti••t O.11«•I aM fYwlr
I.N rt.
\ •IIYIY rl�rl J tY llryl pF• b In1
A •r.t..I .r traNN 1•. I . {.I.•r.y N.rrt !. I«r
s •wlr Nyn•t .r MNI ur 1.r«I ♦{'sCNO
Irre 5wrftl
T[[
•.. ..• G�►�d
• A'e. _
`5 I
A
Y v 'I. [.111Ymr IIYlIr1 , 11f !END 00• BEND
•ril. r''T•!If FIGURE I
r1111I At gntl HM. IIV). In.1 ITS .�t•7
hlx••I T.wy I.roll-IYI.IY NOTE FOR C114WX VERTICAL SENDS S OCKMG,
. ). 0104..1 tr«h 1•r.l II«•. N.rlr.••1 ri«T r•.tl T SEE APWA STANDARD FLAN NO. 73.
1. M\I..NyY.1%NIl Hw 11.1 •Mw•- •1.-= .ML1=• TABLE I
f. M1N:rN•rYVwt.r t«anN ttY.r6I•IMynl .NNn.YNNI • 0.011Y r415Y4 T.\bl .T IIrt11IY N."m
•Iq .V MI .0.H)N "it puts,:" Ilti t0• y' it-11r n-vv
1. Iawt[ N.I It. Il•I H•I IM Ina
L «1� tNarllUr d m rIYI •1 IYarx.rNnN Y HY• 1Jt0 I.M LIN ISO t)I
•
•)0' •M I.Y d't. 1 rn.r�+: tM••.•I t«nnN..•....r 1" MO 3.)b )d)0 >.P0 I,\)0 no
lY IM •iM wal N IS w' M :M MII ap41r In IM..« M:• Y' yq I,)00 I1.000 6)10 ]J10 1,)Op
d' IOC 15,IN L.NO 11.SN S.Ib LHO
M II,NO 03" It.Po 6.10 ♦J)0
rW,M Mu1M rmr.. b«Twl• 11.1M wl u^ iso )).)10 H,w ))•)SO q.jN 1nIC
bgl4 li•y«r•11"I:«•IIf l•. •LH/12.0.15 It IY" ISO WIN {SdM )).)N II,HO 1J•0
NTN1. 1. TMN NW I.mw
IF Inrwt Y.K' Yw1 1 11,)Y•yMM MI,r In Wt q" ij5 VS.)3p M.000 )1,Y0 ILtSO ).Hp
N N TYI.I 1N1.t II••. iM NI•Y.riy Iw tsr I.M Id' lM $I.3•l0 I}.IIp II.IVO n.NO �O.lb
M Irw•1. ).ON IN./N It.
N Y I:Nn 1. Ilrq 1 IMIYw IM Mill«N IM ar[nla ]P' jop H.NO II.100 H.Ob 11,510 11.IY
r« Na..N IM 1v It•/. 1d Ir N.1b U)Jb y,lN )Id» ll,ia0
N u Ir.wIHNUw.N 1M r•lat M tIr Mln.t v Y 55J10 }LIb
Inl •1 rw trn /P 1N IU Jx IH.ib M.1
Ybt••I vw• Ill! • / IYI N" 10 1 lH.Sb 1297.)SO III.IN I tl-«
Ili In lM•IF•N.MIY I.Itw.t�r.«•IMI./ 1•IM ��MI
YlYlxl•y
Y«N rrr•r (A) _w-T- �.1T• .zli ... rt. TABLE 2
Ylr w WI At T•nu H«. li`I I• r • i.I rl. NIr F..,M t«x .u.ql. II
.1"L'�.•.1S"7'7'
brl•a t«..N TMx IIN1 IOiI 1Y..r w.1y lw. .:.+. ie rM Ia Lry twp.n r•.
•YIYIr.I 1rtM• I.MII IV) -rt.:Y I w 1 I' •••IIYNI IMyN art. IM wln n YNr.wr IM rY.nNI.
1«t.
YIt II•I PYt
.__. •�+u 1.11 rt 1011 U. 1,w.5.
M ( •YN.«•l. Na. I
wlr 1•wIN•I Yml NW (tit •L wI tIF 1.0Ip
5M 1.ON
IW inwl
•�• ).)i ll. 5yy /{rlwl t•«ntY.lr tl•r 1.p00
MN•.H>« Ytl. 10.•00
ILtrIrN Ira et c•Nna..Ir11i,I .bu.l«PV1.
•II\:.t..I{) •1.01)N •In.l•• .-I--
..1 r wl. Il t.Y•=•I,,,WI I Y n•ININY F .II • II•
N« N N r•«•• • F tn.YN•tl nw.•I ya1 r„t:YI
•IL1•).N. 1.01 .0.HIN m1.IIrwI.:P MI L.I alrl 1.Ir N nt
WATER STANDARD DETAIL
CITY OF RENTON
Ilw M KALE DEPARTMENT OF PUBLIC WORKS .wIW(A »Td
r
I
TIE ROD SELECTION TABLE
w•go Tooeen
uA MINORRIu to IeM1
nl ) I ) 1 • { { 1e 1 13 1 16 16 1•
)., M 1.11e Lf
r M 1.70 We
t" 1R f.M v* Itr Lf'
11" 2" 11.11e 1/Y' VF
IY t1{ e1.M yY.
16 no •f.1M v" M.
It m VIE
ri ri• 4.Mt tn• yr
»' M ff.•e y.
)Y M NI,)leI lot
go M IR.W In
�I14
ram.- 1. ME, m♦10 MI .tlYt 11tR r M1TII11n trftA*Y Y.M Mr
t. aRY
tM Mr•lt{toc AIr►Iy-teMf1 tYl{RI Yrl.et LLtl1 M Y1Rl
n M IN M W lt1l•tRtloc N.
6 {AIR*M WIrM IIU[11 not IIe ILL foes•ITRIY{P /tlyt u
wr.119R A 1,1001.11 IN Illtl II IN YIN
• 1Il Y YWl M WYMgte t IMllt WI. 1[Mb WE tY4R r GAW ►N
two., floc 1Ngµbt w_ II{ul YrYrM M1 AKYOII �!). IIIII M IMURt 1 to►� Roc /PT Bi wwo
A tferltl I1t1 nt t a tRP It ul•IVIrMI
L
,It lttl
lIY µNo. {/e/MYlr IY a tPM.
CAST ON LUGS TIE BOLT
FIRE HYDRANT AND GATE VALVE
TIE ROD ATTACHMENTS
WATER STANDARD DETAIL
CITY OF PENTON z/u/ac
ow " W, DEPARTMENT OF PUBLIC WORKS ....Rf...t.
Tyyppee li Btx wq Tye A'&cptY
b nb•.77. 7r•. •ve.tcad bms Mr lit••�2 t•JO'v{n�lwtr
Iva S 1 0 1 _
f� p E D � � Des � S1,sat{a11ao{-�.+{vtl r
f d+xb Zit E � sD
• 300 11• �' 2 T1/�ptPM t
1 0 TM.Vi d q
1 t
700 Mk I U .
n , b 6' n tj b
At ° '! 2. RuDS
it 2bo ' C
115
Sm At
11 • „' (�CaNiftd'Ifo,cC Y
1 >� .
Tr B•EpcY.rg
ow aw Vert" brro{
:ypr� 1q St�c+csi Ibe{
tar aY vrnctrical y Ben! �Ye
IvBI I S 0 L
15 x T1Twrftmm r
123 50
, e
• • S 0
�Ct{{sep1Z'ICos �'
NOTE
TURN&4C1(LES SHAu_
_ BE USED
STANDARD DETAIL
FOR
BLOCKING OF CONVEX
VERTICAL BEND
QARTNL REYtSt0{+
2
e . CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
2-IV'X2" TAPPED TEE
z I2)QONZl=D PIPE
2-2" BRONZE 90' P)END
2"GATE VALVE WIZ'5Q. OPE=02 NUT
2" 1520NZE UNION COUPLING
® 2- CA5T IQON VALVE 60XE5
I- IT'GATE VALVE W/V'5Q.
OPERATOR NUT.
TW5 TYPE OF BYPASS MAY BE USED IN LIEU OF
TWE VAULT WWF_Q TUE UTAIQ 15 SWALLOW OQ
TWE2E ISN'T Q00M FUR THE VAULT. USE MUST
BE APPROVED BY EklGINEER PRIOR TO INSTALLATION.
DATE 9/87
12" GATE VALVE WITH BY-PASS
SHEET
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING NUT
EXTENSION DETAIL
ANNN �—In+vl r sort.
TOTAL«Bcr.
SEE DETAIL
r �
..� A vA•eta. In•InB.mtAl[ss.—�
r
P NET 4 SIK.
lf.L+N AS B10W140.
r
In•Iu..nLClalss.
�. 1uI2 alraTlm AM rrt[nEOW.Dr[ '•�sn• sn scB[W.
[EISNSIOWS Art RQWK•W T NASA/ W
IS MIN. TMAA TME( III TE❑ BELOW+I.ISKo
"Nori TF1Bslan Alf TO No A NINITAII a
ou (I lml tm V LT OWE P,1141%TO
K Mo no TAT[. r I/A' INSIDE W[ASUIENE.T.
r Iw ON"".
WE ALL (IT[61OWS qE SOH IINr
OI $TT[t SUED AS AN1I1). W 1.10(t WIT.
m COSTS CN CAW.I{ASTIC ulm•tril)
A$smirUD IT mstow ITT MATT W.
a AN AP""ll E0W4.
VALVE MARKER POST
ELEVATIONS
10
I4rt Mrr(e.Of[
14" YMr.AN$T SwL BE A norl,CWRETI
N 'S •r..t a ArwWIO TOWNS. .urr
MAKER$TALI It r.m[D WIT.TWO Can a
nl.l AI•Ip '4rT Wt1'W4L I[LLN) AS
SAICIrIEO B]T4 hiSEBTATIn MINT c0. ON
.MBOY[D EQYrl. INS ANSI S.4I BE SIT AT
Il4R ANGLES TO Too NAOWA+ MOW 74 S&TT
Am SNALL K SITUATED IN A SA(A,B(ASOW.
WE r -t[IIAS tKAIIOW. blvANNE TD
T4 Ift" SN4t At 4An+ SnKILto ON Tq
ANST WIT.OA I.C.AVH,IS WI"IAINI 1.3•102
(Kull As S.RI/110O M[SLBTA,Ivt MINI
` CO. m No wto Imo.
WATER STANDARD DETAIL
r CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SERVICE CONNECTION DETAIL
TO EXISTING SERVICE
TYPE I Retap Existing 3/4'& 1" Copper Service and If necessary Adjust Meter & Meter Box
to Grade
NEW COPPER SERVICE
FORD CCN JOINT INSULATED COUPLING \
FORD C-ri-suos-ai (1•) ��--------- [XIt7N0
iWVICE LaIE
CORPORATION STOP,FORT �`� "ART UNION
TAPERED THREAD ACC) A MIPT
CUT, SEND S CLHNECT EXISTING NEW MAIN EXISTING MAIN
COPPER LINE TO NEW CORPORATION
STOP
---__-�_ CUT _ EXISTING SERVICE Lem `
0)
New MAIN EXISTING MAIN
TYPE II Retap and Replace 3/4" & 1" Galvanized Service with 3:4'& 1" Copper Service.
(...µper service should include the replacement of motor setter with new Ford style
coppersetter and new copper tail piece to property line. Also adjust meter and
meter box to grade.
TYPE III Install 3/4" Copper Stub Service Including Meter Box
NOTE:
1. For TYPE 11 & III Service Information See Standard Detail for 3/4' &1" Water Services
2. On Watermalns that are Bonded for Cathodic Protection
All Service connections shall have Service Insulators.
! WATER STANDARD DETAIL
` CITY OF RENTON
NOT TO SCALE DEPARTMENT OF PUBLIC WORKS o /„*
r
I" 1-1 /2N& 24 WATER SERVICE DETAIL
1 ftJl-" Y aN u VOK
.N,r IwrAu waTRR wa AT
CAUTION PSIVS bo..NaMI♦net reel ee PIP♦. —� 5= RRORERTV LIRR ;
Lots,eeaMoctlee In ease VWV,►el*RVI, 1 1
• ewN the NutRN of the w,Ice. y i 1 A.
II
11
11
I
I
•
I
t• 10 lE• WINE LEAVE E%IOSED
♦ R[W IRR 1' NIw. COVER �# X311Y
3T' ANe Sfx WINS e i
RR{'e1R • NSM. CWR
Y
C11L11NEU ROR LASE
t = 3 s e T TO stmoRr vAULr
T-f0•ERASEM OR MApRIu tIM TON IY• t..vle.EUd O'IIf I PIPT)
2-SRASS OR SRONEE
1-SRALS OR 1• t.RSea tw.
NIPTLIES (1-IQ-) ]. 1.Ot♦.I-bee NPP1.(111")
1, 1-[IBM)NOVA Per Halter 11aE aa,va,1s I+RItNI u Hach(
S, M PI.., qR Tech rNw b6 g 1all Valw c -Y at ewel. St.M..d a- <ee ......
.y rItA .aeulu Yw eectith. teHth u fla.
Y` S. Y N \• edrEuL EE M M.M.A1M INtM a ItM). Te fe ueJ w n Inaubtee eeevetn
ll 0 otl.[ Hat- .M t0 lneul.w t1r Hater wrVlc. I.P.eleLe Yln-llw C.<MeaC
ao wales.
1. 1%• MIM r aeeR.wlg Ellal M, lead Oe"41 er eNel.
+. It- tTw •R" Haft wppat tWLM. IwTM to fit.
E. Iv back" exa. .11, TeN u4-11 or qmI,
S. Cta----1 HITR LY-M... lM HNc{-1]11.SI•et eru.1. Hitt wrt]ol Yqt eL
4 wU... (,.Ley....City,eE Ra en Hate["Nam,...wlw Y wN.IM .W... .....
A - If. T1.e.n W blew([ aWk. Rer fw.tt.
11.. W..r YI.[ ..It AA wRp11J of tee City el %ntw.N 1Mt.11J .e.NV.I I. aM
•�!:-.Ir twper.rl .11", ....WI ...KKwuwc.et upw
n• . W Corona.Ywr pe.rith vv L.L.aiara.e cJ pr...an thou.
E♦ Ch. w. ]T rut ma a etwl. Rl.0 tw. rq-l1P wser {.a
u it. Ih• uyli" Iq.paa{N t MI With IT" (HIM. rare C-lt-a a[ wua L. Tr M>
w y caner I. pn.lble Lot nw w (HIM.tlan.. pu am wtw.len at tM Hater
Lt. W wHc f3.M. In . f]MI, ceN 1R a pawl. Lne pYrft!
IS' 1" lahl a W aar..l.J lwn -i"I. IMi FfI. ISA Aap.0 yl.enuJ mlple
A 11. 19R T.Utn.1.1
11. ],- Ime n Ih• pbubJ Iran nLMl. IntM1.
TEMPORARY BLOW-OFF 11. 1h• l.i...w.J 1rw it,",.
STACK DETAIL NAM"AI 11"Ig I, TtW1C
I. r upPw who.
I. r".1-law MprR aim
1, 1-(ISM)IOYA PM weI If fl ANAft he W
M Ttw tat lwn vales Mr, clee VJw 1.M It wWl. {uJ.N Y uP sales
ulu [eTat.r Haw .wa Han. layu a eR.
S. I• rwa6 .t Mc RIwN INIM .ALI" TV M a.w w .. lnwbur Neww a..wT_
rLt.. .w o Ineul.0 .w rrlee It.Palau win-itch tawla Pwtwtl.R.
INrt,n 6 )• ISM.awPeeeeNn E1tt'Ag. raN C1.-11 It howl.
IwJ4'A 1. i" tp. 'a• wta e ,I.1M, THAT" fe Ha.
E. ]• /Attr 1.\na at. . uMll ee 1rL.
CAST IRON OR L Cuewetur.,I%q-pu, M1N WR+n I]. . I" er qwl, with wawa• Aw.a .M
'• M"ILE(RON wtlat, LVa1:V w na City Of YW Ha rw u wM
ww Haler elnan. tiler arr\ wnwwtu[I,
.ATEMM.IN FOR SERVICES FROM ERITTINq la, T.werw, ]• Llw-eN.ae4et. w[ wuu.
YATERM4NS INSTALL Y FORD It. w.a hour .pall M wp\lw M tM City of Mntw am latellJ myth, r.wrai at to
F:O:STYLE SADDLE 11M lwePnwM w Yl -efl ...I, .J atewuw.at pall.,aJ aw.... u.... `
IT. Il- t L.• hhhm.et.Nela W.With I/.. awl At.Riau eev.I. t Iita hour .Hal
Ce. w. M rho[ w.er equal.
ALTERNATE CONNCTION DETAIL �eewPltM Lawwewla n ImI Wtte pot INIMI rn.a c-Il e. etwl. TM prawrtr
le .tPs.alal. lee wY rt.u[, aa.Putlw w:1 . ..lw.f tM hour wr.M
FOR EXISTING MAINS "' ''r•a 1I.ere m .ItMi. wee II a qwl.Awq paw.,.
'S. I' Iwy . 1• wbaleJ 11.nLwl. UIMI. IIA.Plu�la VIN—tte n.eM.
11. :'Tat 1.]r. ae.l
11. IT- Itch . 1• Plwnlew 1.nlwb IwIMI.
wlwwbJ Iwn ew (MM.
WATER STANDARD GETAIL
NOT TO SCALE CITY OF RENTON
DEPARTMENT OF PUBLIC WCRKS
IRS
IIN'e OY'G]MQF1l Yl1ENEOX =I IN UWWMVEDAIGNT Of WA^
r w"llp IOUAL Tl'DISTINO RAT[ LINE IYFTEA fO%AT kAdf ATY
%EAk DDOUALTOFOGdITt Y[TkA LINE
KAl C0�1D"TER EON
1 (1
• ryl • .�.....,•. •.i MOEWALR
•, 1
...CURS••••. WATEA"TER TO BE $•
M/FUED EV THE CITY
FMT.RKX/DINT IMplUTlD CpA4M0 FDAO CDF*tmnER
FDIIOGIEdL JM1DMI vA iEW I!N^I TE
FORDO LLfOD IIIN
T'R'R"SOFT C FEA TUBING TVF!'X^SOFT COWNEN TUIING
C ARONEs ISIN.1 N
YEY° TMOIUi IMIN.I
ONFT IRON OR, LOOP DOWN TO CENTERLINE OF WATER
Own" Is SERVICE IINE TO NOOSE If TO BE
ATERWIN WIN TOMOVIDE SLACXIN DOWNER INSTALLED IN
THE FUTURE INf1ALl
SERVICE LINE TO"TER FORO CIlu OA 4
WIMPORATIOM STDIIFORDTA,ERED NOT CONIFERESION GOINLINO
TMAEAD ICC)E SIA
GALVAMIZfO FIUG
ZE%o
PoA 6EAVICEE FROM EgfbNG STEEL.
AAEfTOt Cf"MT OR RC WATER MAINS
INSTALL OOUBLE STAM KAVICE CLAM,
ECUAL TO SMELLER CO.
3/4" & P' Water Se:vice
WATER STANDARD DETAIL
CITY OF RENTON
NOT TO SCALI DEPARTMENT OF PUBLIC WORKS Qewasa w,Essse xx,
I
r M[Y ron[r, uTor nlr AIY t"Y w1Yw taut wW rare• rrL q
Imi IL r M YIWR ro1n q llr. W uy
r'Kii frglar 12AVALLI�.AA0r1M rqT ISI q,LI ARTYta I:rot r
rI•'wYglll. I.q 'Mm II IN"Ril YI A lrrTlq Alit Am N1• tY
L nn. Wile LKAn r mTwuo
{ r•wwu[e IM ro[
10 nT ITr]►'cgcrn RTu at nTw
N m.."Af m"Atc. yP fW[l NawYY rIt. AI
tlTP IwIALLAtIq, LAW t[IML D IK•TIR r[lr f[N
r,: _ Art/r n•t M. I MR,[q. IIG.1l4"
V•Iq yNQR-WILL
[..�..�..ut
C r•w "r "Lx cLMt IR cost .:.. .. ., -
ML[rMq NYO W TEL •IPII
r•p rYe qlq gyre un wn, ua1{t MWL
I• gLrglro Iwll nn 1: le r.-wm.an tM.. nc. r. Ir
1►'LK l9"19•a•Yi WIT"LLMI rwLl KMl"Ii
r•Ylrrllto -Aw rIW
i"[Y vllx 1/f rLl IM{IMIY •a.�'.r.• -f,.> 1-1- TO a.01 vrtx[L011
_. f .: ..�.. OfY ::�'f•if'�C �y.- a",IWMp 11vC1
C.: _h iJ �JnV Lq.WTIq tTq 10• rw. _ ..
.`..':..s�W ��� ••$..y`� I... 1vao w !1 tGW 14
•>ti'aj`�'�.hw�"µ t' 4 .�.^ti'?. wear. to.
..IfaS045
ie,t• o:.• ,-ter.-
"Ai WWI. ruler - • wlu14t4 IAq
1/ ql VET.MY q 1" / .III l0 Ill
Rq WAY / 1••10• MMi "AI 1T.I SMILE
/q l CLAM T. r t0 TM
A.-rs atlM wW rll 111 le wILL[t Le.
l•'•: - AriO
121
• flc q"IWL
Z" AIR 6 VACUUM RELEASE VALVE ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
11 to sort DEPARTMENT OF PUBLIC WORKS
a'
' DEAD MAW BLOCKING WITH SHACKLE
• • r . , S Roo To CAP
• e_, '..
vi
I I
1 � I
+'w rt r
I tps•+tn r +t.Tr 6YM6, •i
r tur
• ROCK tVfl1 462 &.0 Att• CowArq,
a
�r w•ww tr.tr, tr u•t
PLAN.
Tw nttt Calwp rtw W.
tp.. +t X.ww n.. nrrtu
.•T«YR+r.wn rrar tut^ r r
atop "mM T.r+t (
P.m a\t
W b W'
r rtwrt
.wr.
t•t p on. ttrat
r routs tw.+w
r•an taw. prat
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FOF? 8" MAWS ANO SMALLEe
16 AND LAR6flL MAINS WIL RECutpe
A FIRE +aYORJfNT FOQ St cw-OFF
WATER STANDARD DETAIL
CITY OF RENTON F'A a 121. RE�ISIaN
/sue �
_� am DEPARTMENT OF PUBLIC WORKS
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ELEYAT;ON
PERMANENT 2m BLOW-OFF ASSEMBLY Foe 8" AND SnALLE2 mAvvS
WATER STANDARD DETAIL
CITY OF RENTON fWAL. REOSION
rct . DEPARTMENT OF PUBLIC WORKS Zaww.w�-mb
TO �
DECHLORINATION
TREATMENT PROCM- AINXW OF aEM1eALe REOUWAV
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
.r
..._ _ �- __. �..: �� � � _._i __1 _ _1 _-- � _._1 �_.I __J �J -1 _J
COST DATA AND INVENTORY
FOR UTILITIES - CITY PROJECTS
4 t 4 /il� SAO City Project Numbers: W- i 2
l
STCG- S-
Name of Project
As required for year end statistical data for annual reports, the following information is furnished
regarding costs and im Cory for utility inprovements installed for the above referenced project.
WATER SYSTEM: b
H
Length Size Type a'
2413 L.F. OF tz WATERMAIN
-Ito L.F. OF 5 WATERMAIN
�a L.F. OF WATERMAIN
L.F. OF "_^ WATERMAIN
z EACH OF 12 GATE VALVES
4 EACH OF 6 —°_ GATE VALVES 0
_2 EACH OF tN GATE VALVES K
SUBTOTAL $ / / 7. d
C� EACH OF S- r ✓o FIRE HYDRANT ASSEMBLIES $ t!o6 '7 S PCs
(COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY).
TOTAL COST FOR WATER SYSTEM $ / 2 3 ,
SANITARY SEWER SYSTEM:
Length Size Type
L.F. OF _ SEWER MAIN
L.F. OF SEWER MAIN
L.F. OF " SEWER MAIN
EACH OF DIAMETER MANHOLES
TOTAL COST FOR SANITARY SEWER SYSTEM $
0
0
z
STORM DRAINAGE SYSTEM:
a
H
Length Size Type r
N
L.F. OF STORM LINE N
L.F. OF STORM LINE ro
L.F. OF _ " STORM LINE M
L.F. OF STORM LINE
TOTAL COST FOR STORM DRAINAGE SYSTEM $
b
x
W
to
n
H
Submitted By: _ U0
Project Engineer
Submittal Date:
*In lieu of listing all utility improvements installed, itemized pay estimates ur spread sheets may be
attached hereto if aprlicable costs and inventory are highlighted and totals are shown above on this fcrm.
� • (,�(,cq�J9tr.7 .J
COST DATA AND INVENTORY
FOR UTILITIES - CITY PROJECTS
City Project Numbers: W-
Name of Project
As required for year end statistical data for annual reports, the following information is furnished
regarding costs and inventory for utility inprovements installed for the above referenced project.
-i
CY
WATER SYSTEM: y
v
Length Size Type
- L.F. OF $ ^ WATERMAIN
_d L.F. OF " WATERMAIN
WATERMAIN
L.F. OF WATERMAIN
L.F. OF GATE VALVES
t EACH OF _ GATE VALVES 0
t EACH OF b 0
EACH OF _ GATE VALVES
SUB"ITAL S —
1 EACH OF FIRE IiYDRANT ASSEMBLIES $
(COnT OF FIRE HYDRANTS MUST BE LISTED SEPARATELY).
TOTAL COST FOR WATER SYSTEM $
SANITARY SEWER SYSTEM:
Length Size Type
L.F. OF SEWER MAIN
L.F. OF " SEWER MAIN
L.F. OF SEWER MAIN
_ EACH OF _ DIAMETER MANHOLES
TOTAL COST FOR SANITARY SEWER SYSTEM $
0
so
STORM DRAINAGE SYSTEM:
M
Length Size Type r
r�
H
L.F. OF _ STORM LINE
L.F. OF STORM LINE m
L.F. OF STORM LINE
L.F. OF STORM LINE n
H
TOTAL COST FOR STORM DRAINAGE SYSTEM $ -- K
ae
tv
to
0
H
to
Submitted By:
Project Engineer
Submittal Date:
•In lieu t listing all utility improvements Installed, itemized pay estimates or spread sheets may be
attached hereto if %pplicable costs and inventory are highlighted and totals are shov n above on this form.
t
CyIL-7-D CITY OF RENTON
nll PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
March 21 , 1988
PAPE & SONS CONSTRUCTION, INC.
9512 State Highway 16 N.W.
Gig Harbor, Washington 98335
SUBJECT: WATER PROJECT NO. W-925/CAG 065-87
Ladies and Gentlemen:
I have reviewed your claims for force account and have found all but one to
be valid. The claim for mismarked gas services should be forwarded to the
Gas Company. The remaining claims and the extra pipe purchase have been
�umbined into one Change Order. I° it meets your approval , please sign and
return the original.
Also, please sign and return the Contractor Certification form. I will
prepare the Final Pay Estimate for the first City Council meeting after I
receive the signed forms.
Very truly yours,
David R. Tibbot
Project Engineer
1H.4.09.DRT:mf
Enclosures
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
CERTIFICATION BY GENERAL CONTRACTOR
Reference: Payment of Prevailing Wages
Date:
CAG No. CA6 065--87
PROJECT: 84th Avenue Steel Watermain Replacement
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the period ending February 19, 1988 _
in accordance with the Intents to Pay Prevailing Wage filed with the
Washington State Department of Labor & Industries.
PAPE 6 SONS CONSTRUCTIONt. INC.
Company Name
Signature
i tTTTe
IJ.C.14:mf 03/21/88
i
February 29, 1988
-PAPE 6 SONS CONSTRUCTION, INC.
9512 STATE HWY 16 NW
SiG HARBOR, WA 98335
ADDITIONAL CHARGES: Stand-by Time
PROJECT: W-925 84th SE Steel Water Main Replacement
JOB NO. 180
LOCATION: Renton, Washington
EQUIPMFNT TOTAL COSTS 14ATERIAL TOTAL
DATE REFERENCE LABOR HOURS EQUIP LABOR RATES RENTAL FUEL ETC LABOR EQUIP 6 41SC COS1
REG O/T HOURS REG 0/1' RATES RATE COSTS
===oar.ecvacov°__-ame=x_x-seco_av=====____a^veco==== rr mev=vecewo=evscvov=muse=r-ca=eee==_oe�=e
12/04/87 Unsuitable 12' D.I. Pipe
Labor Foreman 2,00 0.00 25.02 37.53 50.04 50.04
2-Laborers 4,00 0.00 20.95 31.42 83.80 63.80
Flagger 2.00 0.00 16.33 24.50 32.66 32.56
Eg1rip Dump Trk 6 Trl 2.00 57.50 135.00 135.00
------------------------------------------------------------------------------------------------------------------
Sub Total 8.00 0.00 2.00 166.50 135.00 0.00 301.50
--------------------------------- ------_---------------------------------------------------------------------
11/28/87 Existing water lines at Sta. :+23
Labor Foreman 1.00 0.00 25.02 37.53 25.02 25.02
2-Operator, 2.00 0.00 24.52 35.78 49.04 49.04
Flagger 1.00 0.00 16.33 24.50 15.33 16.33
Equip 015 Hitachi 1.00 40.00 13.00 53.00 53.00
580E Hoe 1,00 11.00 6.35 23.35 ?3.35
950 Cat 1.00 47.25 15.85 63.10 63.10
-----------------------------------------------------------------------------------------------------------------
Sub Total 4.00 0.00 3.00 90.39 139.45 C.Ju 229.84
--------------------------------------------------------------------------------------------------------------
12/29/87 Indecision of hydrant location
Labor Foreman 2.00 0.00 25.02 37.53 50.01 50.04
2-Laborer 4.00 0.00 20.95 31.42 83.80 83.80
2-Operators 4.00 0,00 24.52 36.78 98.08 98.08
Flagger 2.00 0.00 16.31 2a 50 32.65 32.66
Equip 045 Hitachi 2.00 40.00 13.00 66.00 66.00
580E Hoe 2.00 17.00 b.35 29.70 29.70
950 Cat 2.00 47.25 15.BS 70.95 78.95
Sub Total 10.00 0.00 6.00 254.58 174.65 0.00 439.23
--------------------------------------------------------------------------------------------------------------
1/04/88 Changes in hydrant location 6 bends
Labor Foreman 2.00 0.00 25.02 37.53 50.04 50.04
2-Laborers 4.00 0.00 20.95 31.42 83.80 63.80
Operator 2.00 0.00 24.52 36.78 49.04 49.04
Flagger 2.00 0.00 16.33 24.50 32.56 32,66
Equip 045 Hitachi 2,00 40.0; 13.00 66.00 66.00
580E Hoe 2.00 17.00 6.35 29.73 29.70
950 Cat 2.00 47.25 15.85 78.95 78.95
Service Truck 3.00 6.25 12.05 42.40 42.40
Material 6' Reducer 211.78 211.78
---------------------------------------------------------------------------------------------------------------
Sub Total 8.00 0.00 5.00 215.54 217.05 211.78 644.37
------------------------------------------------------------------------------------------------------------------
r
Y
L
M
1112188 Renton Water scheduled for 8:30-arrived at 11:36
tabor foreman 2.50 Me 25.02 37.53 81.32 81 32
Laborer 2.50 0.50 20.15 31.42 68.09 68.09
flagger 2.50 MO 16.33 24.50 53.08 53.08
Equip 580E Hoe 3.00 17.04 6.35 36.05 $6.05
950 Cat 3.00 47.25 15.85 94.90 94.80
--"`---------------------------------------------------------------------------- ----------------------
Sub Total 7.50 1.50 6.00 202.48 130.85 0.00 333.33
1/14/08 Wait for City of Renton to mks tie in at NN 3rd St
Labor Operator 2.50 0.00 24.52 35.78 $1.30 61.30
Laborer 238 0.00 20.95 31.42 52.38 52.38
Equip 045 Hitachi 2.50 40.00 13.00 72.50 72.50
'_ - ---`-----------------_-----------------------------------------------'----------•-------------
Sub Total S.00 4.00 2.50 113.68 72.50 0.00 18b.18
1/26/88 Residents not informed of water shut off during tie in at Ste. 942C
Labor Ope ator 2.00 0.00 24.52 36.78 49.04 49.04
Laborer 2.00 0.00 20.95 31.42 41.90 41.90
Equip 99 Cat 2.00 47.25 15.85 70.95 78.95
'- -- ----------------------------------- - - '-- - '------"------'---------------------
Sub Total 4.00 0.00 2.On 90.44 18.95 0.00 169.89
TOTAL 46.50 1.50 27.50 1144.10 948.45 211.78 2304.33
Labor Nark Up 20% 228.82
Material Nark Up 15% 31.77
GRAND TOTAL 2564.92
February 29. 1988
PAPE 6 SOUS CONSTRUCTION, INC.
9512 STATE HWY 16 NM
616 HARBOR, MA 98335
EXTRA MORN
PROJECT: 0-925 84:h SE Steel Water Main Replacement
JOB NG 180
LOCATION: Renton, Washington
sss222x__ssz2r_x2_sxx2s__=xxxzssxsssxzs_s^s2w_x2ssxsxz_x2smz2^s_-s2xzss sssaxsxzs=xr_s__zsesxs_s_saxzzsz2vex2_ox_vszsw_
EQUIPPOT TOTAL COSTS MATERIAL TOTAL COST
DATE REFERENCE LABOR HOURS EQUIP LABOR RATES RENTAL FUEL ETC LABOR REVAL FUEL ETC 6 MISC
AEG O/T HOURS REG 0/1 RATES RATE COSTS
12/07/87 Existing main mislocated
Labor Operator 2 50 0.00 24.52 36.78 61.30 61.30
2-Laborers 5.00 0.00 20.95 31.42 104.15 104.75
Equip ME 4oe 2.50 17.00 6.35 42.50 15.88 58.38
Total 7.50 0.00 2.50 166.05 42.50 15.88 0 00 224.43
Labor Nark Up 20% 33.21
Material Mark Up 15% 0.00
IIEiSLII9Fix
Grand Total 257.64
e
IT
February 29, 1988
t PAPE 6 SONS CONSTRUCTION, INC
9512 STATE HWY 16 NW
S GIG HARBOR, NA 98335
F
EXTRA WORK
PROJECT: W-925 64th SE Steel Water Main Replacement
a JOB NO. 180
LOUATION:Renton, Washington
=s-__x_xasaz--x__---xxxaxazzr_ssz"x xx_xzzs_zezxaa==zzsxs�xx—�xazz=_z"xxxa-xces_s_xr-aax_zzs__z-xzxxzzxxss=-_xxzazzzssasz_xz
EQUIPMENT TOTAL COSTS MATERIAL TOTAL COST
DATE REFERENCE LABOR HOURS EQUIP LABOR RAT°C RENTAL FUEL ETC LABOR RENTAL FUEL ETC 6. MISC
REG O/T HOURS REG O/T RATES RATE COSTS
xxzszazsasssszzzcxazzssxszz----zzzsas__zxxxx:zsxa_xxaxszzzss..=zx:zzzasasr sxsxsz:ss-_xcxzazzsszaxxxax zz_ss_xxxzxxazzsssxxzzaza
12/30/81 Nis-located gas win
Labor Foreman 2.00 0.00 25.02 37.53 50.04 50.04
Labored 2,00 0.00 20.95 31.42 41.90 41.90
Equip 045 Hitachi 2.00 40.00 13.00 80.00 26.00 106.00
------ -----"----c------sxxrazxszr_xr------s==xszs:
sszzrzs---r^------_--_--""=xxzxrasssxxzxszzs::_xxxrzz_x_.^cr_zr _-`-
Total 4.00 0.00 2.00
91.94 80.00 26.00 0.00 191.9/
Labor Mark Up 20% 1 0.
Material Nark Up 15% .00
xzzszsaxzs
,rand Total 216.33
p7 gn
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DAILY INSPECTION DIARY
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i
DAY: IlS W DATE: L / Il / lf. WuttN rr.Ilnl.•/ r '
TEMP. MAX OF MIN `F PRECIPITATION:
WEATur.u: (�VIQI --
WORK ACCOMPLISHED TODAY:
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I CNATL'RE
CONTRACTOR S?GNATURE
DATE: �BJ----
x1 [ wv,
K
Pape p 8 Sons Construction, Inc. XX Prime ___ 111988
9512 State Highway 16, NW, Gig Harbor , WA 98335
Payroll Nua�er 14 For Week Ending March 59 1988IY OF RENTON
Project 8 L.ocaticn: 84th Avenue South, Renton [;Engineering Dept.
Project or Contract Number: CA6-065-87 EBB B
Date: March 10, 1986
I , Christine L. Woods, Contract Administrator do hereby
state:
1 ) rhat I pay or sur vise the payment of the persons
employed by Pape & Sons Construction, I-)c . , on the
84th Avenue South, that during the payroll period
commencing on the 28 day of February , 19ee, and ending tie
5 day of March , 19889 all persons employed on said
project have been paid the full weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or on behalf of said Pape 8 Sorts Construction,
Inc . , from the full weekly wages earned by any person and
that no deductions have been made either directly or
indirectly from the f. : l wages earned by any person , other
than permissible deductions as defined in Regulations, Part
3 (29 CFR Subtitle A) , issued by the Sec . of Labor under the
Copeland Act, as amended (46 Stat. 948, 60 Stat. 1008, 72
Stat. 967; 76 Stat . 357; 40 J.S.C.276c ) , and described below:
2) That any payrolls otherwise under this contract required
to be submitted for the above period are correct and
complete; that tht wage rates contained in any wage
determination incorporated into the contract; that the
classifications set forth therein for each laborer or
mechanic conform with the work he performed.
3) That any apprentices employed in the above period are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
of Apprenticeship and Traininq, U.S. Dept. of Labor , or if no
such recognized agency exists in a State, are registered with
the Bureau of Apprenticeship and Training , U.S. Dept. of
Labor .
4) That: a.WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS _XX_ In addition to the basic hourly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will be made to appropriate
programs for the benefit of such employees, except as noted
in section 4(c ) below.
b. WHERF FRINGE BENEFITS ARE PAID IN CASH Each laborer or
mechanic listed the above referenced payroll has been
paid, as iodic• , on the payroll , ay :mount not less than
the sum of tnE licable basic hourly wage rate plus the
amount of th r 4uired fringe benefits as listed in the
contract, except as noted in Section 4(c ) below.
c. EXCEPTIONS Craft : Explanation:
Remarks :
Christine L Woods, Contract Administrator
Signature:
�pY
PAPE S SUNS CONSTRUCTION, INC.
nnpp CERTIFIED REPORT JOB A 180 DATE: 03/09/80
Month A 3 Week A y{iN/ PAGE. 1 a
P7.
C"EE INFORMATION CRAFT DESCRIPTION TYPE Non Tue Ned Thr Fri Sat Sun TOTAL WE GROSS
----------- -- -------------------- ---- ------ ------- --- ------- ------- ------ ------- ------- --- --------
GALLANT, RICHARD FORPMAN REG 0.0 0.0 0.0 0.0 2.5 0.0 0.0 2.5 '+.u0 47.50
2938 HORSEHEAO BAY D OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
EmPTA 18 566-58-4144
Exempt: ,
CAUCASIAN FICA 127.46 CKA 4243 GROSS THIS JOB.................. 47.50
FWT 274,51 CKA 6200 TOTAL ALL JOBS.................. 1744,40
SWT 0.00 OTHER PAY/BENEFITS.............. 80.60
LWT 0.00 TOTAL GROSS PAY................. I825.00
DEO/BEN 104.86 NET PAY......................... 1318.11
-------------------------------------------------------------------------------------------------------------._-'------
JtNNETT, KEN(ON IRK DRIVER REG 0.0 0.0 0.0 0.0 2.5 O,D 0.0 2.5 17.69 44.23
202 SANDY POINT W. OVT 0.0 U.0 0.0 0.0 0.1 0 0 0.0 1.0 0.00 0.06
GIG HARBOR, WA
98335
Emp1A 5 538-70-2751
Exempt: 1
CAUCASIAN FICA 114.98 CKA 4242 GROSS THIS JOB.................. 94.23
FWT 329.26 CKA 61% TOTAL ALL JOBS.................. 1554,41
SWT 0,00 OTHER PAY/BENEFITS.............. 54 00
LWT 0.00 TOTAL GROSS PAY............ 1628,41
OEU/BEN 82.49 NET PAY......................... 1101.68
-----------------------------------------------------------------------------------------------------------------------------------
JOB NUMBER T80 TOTALS REG 0.0 0.0 0.0 0.0 S.D D.0 0.0 5.0 36.69 91.73
OVT 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.00 0,00
GROSS THIS JOB.................. 91.73
TCTA1 ALL JIBS.................. 3308.81
1
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9
garj",
$taleofWashington
D.0 rnent of Ravenue
Audit Procadures 8 Administration
OlYmpfa, Washington 98504-OM
500 291 966
Certificate of Payment of State Excise
Taxes by Public Works Contractor
Contractor:
PAPE & SONS CONSTRUCTION INC f PWC 72514
9512 STATE HIGHWAY 16 N.W.
GIG HARBOR WA 98335
We hereby certify th I taxes, increases and penalties due or to become due from the above named
contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works
contract:
CITY OF RENTON
r
j
84TH AVE SE STEEL WATERMAIN REPLACPMENT i '!
together with all other taxes, increases and penalties due from such contractor, have been paid in full
or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on
the retained percentage.
This certificate is issued parsuant to the provisions of Chapter 60.2P Revised Code of Wash;ngton
for the sole purpose of informing the state, county or municipal officer charged with the duty of
disbursing or authorizing C , payment of public funds to said contractor that the Department of
Revenue •reby releases the slate's lien on the retained percentage provided by this Chapter for ex-
6 ".AC.l a., a•V•1• Vu,u VVu,u•.0 V1.
This certificate does not release said contractor from liability for additional tax which may be later
determined to be due with respect to the above mentioned contract or other activities.
Date at Olympia, Wa_yington,
STATE. OF WASPr"OTON
�D$PAATMENT OF REVENUE
SUE MORRIS
Certifying OLreer
ROUTING: White Copy- Di,hurunv Older, Canary Copy--Contnictur,
FORM REV 31 a-t tY61 Pink Copy—File, Cis idenrod Copy—Special Fi4. ,�
For.Use By City Clerk's Office Only
AGENDA ITEM --
RENTON CITY COUNCIL MEETING
-=-- ��a aiIDaG==�====aIIIIIIIIIIII�IIaaat==aCa=CaasaYsaa=
SUBMITTING
Dept./Div./Bd./Comm. PUBLIC WORKS/U`1111y Eng. For Agenda Of 04-11-88
Staff Contact Ronald L. Olsen Meeting Date
Name Agenda Status:
SUBJECT: - 65-J7 - Water Pro.ieCt No. W-925 consent
Roth Ava t F (Ctael Wat rmain Rr lap✓rpmant) Public Hearing
PAPE R SONS CONSTRUCTION INC. Correspondence
Ordiriance/Resolution
Old Business
Exhibits: (Legal Descr. , Maps, ktc.)Attach New Business
A•_ Final Pay Estimate Study Session -
Other
B.
C. Approval :
Legal Dept. Yes_ No N/A
COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes No`_ N/A'
final Pay Estimate; request final accept- Other Clearance
anre of pro.iect• begin 30-day lien period.
FU CAL IMPACT: —
Expenditure Required $ 123,887.74 'Amount $ Appropriation-
Budgeted Transfer Required $
SUMMARY (Background information, prior action and effect of implementation)
(.Attach additional pages if necessary,) i
This project was completed on February 19, 1988, and accepted by the Public Works Depart-
ment on February 26, 1988. The amount due the contractor iS $18,937.41. It is recommended
that the City Council accept completion of the contract as of April 11, 1988. I£, after
thirty days no lien or claims are filed against this project and proof of payment of tax
liabilities has been received, it is recommended the retained amount of $5,730.24 be paid
to the contractor.
The total construction cos, fc this project i- $123,887.74.
PARTIES „F RECORVINTERESTED CITIZENS TO BE CONTACTED:
SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION.
r
For.Use By City Clerk's Office Only
AGENDA ITEM
RENTON CITY COUNCIL MEETING
a.s_s___ncva_asacosm__vs_aaanavxasv�__nn m_nacas vvavnnns_s_sa_evvvvvsssys__.==nnn��va:vvan
SUBMITTING
Dept./Div./Bd./Comm. PUBLIC WORKS/Utility Eng. For Agenda Of_ 04-11-88
Staff Contact 2onald L. Olsen Meeting Date_
Name Ager.da Status:
SUBJECT: CAG-065-87 Water Pro_,yct No. W-925 Consent _
84th AVe, S.F_ Steel 4atermain R .nla ment) Public Hearing
Correspondence _
PAPE & SONS CONSTRUCTION INC. Ordinance/Resolution
Old Business _
Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business
A• Final Pay Estimate #3 Study Session
Other
B.
C. approval : ,
Legal Dept. Yes No_ N/A
COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes`_ No. N/A
_Final Pay Estimate; request final accept- Other Clearance
ante of project; begin 30-day lien period.
FISCAL IMPACT:
Expenditure Required $ 123,8B7.74 Amount $ Appropriation-
Budgeted Transfer Required $
SUMMARY (Background information, prior action and effect of implementation)
(Attach additional pages if necessary.)
This project %,.s completed on February 19, 1988, and accepted by the Public Works Depart-
ment on February 26, 1988. The amount due the contractor is $18,937.41. It is recommended
that the City Council, accept completion of the con�ract as of April 11, 1988. If, after
thirty days no liens or claims are filed against this project and proof of payment of tax
liabilities has been received, it is recommended the retained amount of $5,730.24 be paid
to the contractor.
The total construction cost for this project is $123,887.74.
PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED:
SUBMIT THIS COPY TO CITY r NOON ON THURSDAY WITH DOCUMENTATION.
0;,
=.�� �., State of Washington
Department of Revenue AX-02 Reg. No.:
' '- Audit Procedures&Administration
Olympia,Washington 98E 4-0090 Date:------- .
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
From: CITY OF RE�JON _DEPARTMENT USE ONLY
Department of Public Works Assigned To
200 Mill Avenue South
Renton, Washington 98055 ate Assigned
Notice is hereby given relative to the completion of contract or project described below.
Description of Contract CAG-065-87
Water Project No. W--925 - 84th Ave. S.E. Steel Watermain Replacement
Contractors Name TTelephone No.
PAPE & SONS CONSTRUCTION INC. 1-6040
Contractor's Address
9512 State Highway 16 N.W. , Gig Harbor, Washington 98335
Date Work Accepted Date Work Commenced Date Work Completed
April 1' , 1988 December 3, 1987 February 19, 1988
Surety or Bonding Cr,.
Bratrud & Middleton
Agent's Address
6402 S. 19th, Tacoma, Washington 565-2222
Contract Amount: $ 82.5 1 .50 _ Amount Disbursed: $ 1111 J 57-50
Additions: _32,058.26 Amount Retained: _ 5.7S1,74
Sales Tax: 9,282.9E Total: 123 987.74
Total: $ 123,887.74
By
(Disbursing Officer)
Phone No.
The Disbursing 011icer must complete and mail thr;o copies of this notice to the Department of Revenue,Olympia,
Washington 98504, immediately after acceptance ct Inc we rk done under this contract. NO PAYMENTS SHALL
BE MADE FROM RETAINED FUND until receipt of t �p:r,menl's certificate, and then only in accordar>ce with said
certificate.
FORM REV 31 0020 (2.86)
loSENH A DEAR
Drew
STATE OF WA94NGTOIN
DEPARTMENT OF LABOR AND INDUSTRIES
General Adtwrstratan &aO t • Oh'mpe, Washington Q8504-0631
March 23, 1988
City of Renton
200 Mill Avenue S
Renton, WA 98055
ACCOUNT ID: 372,913-00-0
Contract Np W-925 ,
Gentlemen:
Please be advised that the Department of Labor and Industries does hereby
release the City of Renton from any further liability pursuant to RCW 51.12.050
and RCW 51.12.070 as would otherwise incur in connection with a contract calling
for a steel water main replacement on 84th Avenue South
This certificate does not release Pape & Sons Construction, Inc. from liability
Ofor additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor
may have performed.
Very truly yours,
U 1
Kaye Kjorlaug
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
VCCU1:33.jh]3.1
cc to
Pape & Sons Construction, Inc.
9512 State Highway No. 16 Northwest
Gig Harbor, WA 98335
-.�r.raMW+F Ni' g
� E
CERTIFICATION BY GENERAL CONTRACTOR
Reference: Payment of Prevailing Wages
Date: 3-„7j- yy
CAG No. CAG 065-87
PROJECT: 84th Avenue Steel Watermain Replacement
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the period ending February 19_i1988
in accordance with the Intents to Pay Prevailing Wage fileu with the
Washington State Department of Labor & Industries.
PAPE 6 SONS CONSTRUCTION INC.
Company Name
SI rue
� C e
.:� 1J.C. 14:mf 03/21/88
rBIeIY�t 4�,_r4,1 I.PT rap ly Mn�._t7y 1_�
PAPE & SONS CONSTRUCTION, INC. ffI y�II��� I2 5�f�! �fI r7 /dry
9512 State Highway 16 N.W. LIEU U LEM SII U U 909— 111,"IMAL�
GIG HARBOR. WASHINGTON 98335
wTt(206) 852-6040 P y ia� wo /PO
•rnnnor.
�.4r6t o.�6Gv7'
To nti M -4as
( •Nil�,�i.,n�.,�-� "
WE ARE SENDING YOU P AtftcW L Under separate cover via the 4ollowing items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Ntter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
It
THESE ARE TRANSMITTED as checked below: Eno OFIPENTON
❑ For approval ❑ Approved as submitted ❑ Resubmit copies or'approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distritwtion
❑ As requested ❑ Returned for corrections ❑ Retum_correcM prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:_
MC M;CAIWW ice_11.11 If M 01111 41 IN't of IW 6intl1Y r JfT u• 0 OnG�.
CITY OF RENTON
..LLR PUBLIC WORKS DEPARTMENT
Design/Utility Engineering
SUBJECT: Construction Contract CAG#
Project Name:$4 11V E STL. W a'IF.(L Cosa s i
Prime Contractor: PA P E 1• SOevq/n � ► // /
Original Date: I/Sf�� Signed
Rev: L_ Date: /— /!- Ysr By: --�
Rev: Date 1 ' s By
Rev: Date: By;
Rev:— Date: By:
Rev: Date: By:
1
Date Received Date Received
Prime Contractor & Subcontractors Intent to Pay Affidavit of
Prevailing Wages Wages Paid
Sir - S
i
f
5P.00.PREVAIL/DRT:MB REV.7/20/87
Steel Main" Repl. 84th Ave. S. (1,24 to 132) 4+
Corre%ponclenue
Complete & mail entire set Statement of
WITH APPROVAL FEE TO: DEC ! .1
Department of Labor & Industries INTENT TO PAY
ESAC Division - HC-710 � _.: PREVAILING WAGES
975 Plum Street INSER771CARBON PAPER
Olympia. Wa. 98504-0631 (206) 753.4019 BEFORE COMPLETING ( Public Works Contract)
('Type or print clearly---this Is your mailing label) Contract/BPW No.
APPROVED FORMS TO BE RETURNED TO: 065-87
�n+ �m Bdd due dire ue contrut awar
Pape & Sons Construction, Inc. Oct. 21 1987 i Nov 27 1987
adilieu... .,._._..,,.w. „_..._........_„w....... to"
y where work performed
k 9512 State Highway 16, NW Kintg County
_., ._ .. W. .,.„ ,._........ ..... ._.,..W__, ,
Prime contractor
Gig Harbor, WA 98335 Pape & Sons Construction, Inc.
Do onte to use subcontractors
Yes El NoEn I
CONTRACT AWARDING name phone number
PUBLICAGENCY City of Renton 1 235-2631
address — city state - 'zip
200 Mill Avenue South Renton Washington 98055
SEE INSTRUCTIONS ON REVERSE SIDE
1.CRAFT 2.ESTIMATED NO. 3.RATE OF {4.RATE OF HOURLY
j OF WORKERS HOURLY PAY :i FRINGE.BENEFITS
SEWER & WATERLINE CONSTRUCTION
t
Operator - 780 Hoe & Larger 1 17.17 4.21
Operator - 580 Hoe & Smaller 1 16.675 4.21
Truck Driver Group 8 730-0220 SSS 1 17.69 % 3.71-
Laborer 2 14.38'' 3.43'
{
I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less
than the Prevailing Wage Rate as determined by the Industrial Statistician of the Department of Labor and Industries.I understand
that contractors who violate Prevailing Wage Laws are Cfactor`s-5,gri ti`uze. Contract >_nts rator
subject to fines and/or debarment ,' J. �( ,�1f tristine L. Woods
(complete all 4 copies and have each notarized) a not ompany one
STATE OFWASHINGTON Pape & Sons Construction, Inc.
-AZreu
County of kexle 9512 State Highway 16, NW
City State Zip ;Contre'tor's egutrauon To.
Signed or attested before me an "A iiK /V//�� /� S Gig Harbor, WA 98335 PAPEI+204DE
(Signature of notary public) - /]�L� 4(1'44.
My appointment expires - ur & se n
CONTRACTORS, DISTRIBUTE APPROVED COPIES APPROVED Depvtment of Labor&Industries
AS FOLLOWS: Pink - - iuginal contract - awarding agency
Green - duplicate - L& I, Employment Stds. ��ar
Blue - - triplicate - prime contractor By JAN a 5 19"
Cary - quadruplicate - subcontractor usrr f Stab ;nan --anF700.029.000 intent to pay 4-87
AFFIDAVIT OF
WAGES PAID
DEPARTMENT OF LABOR AND INDUSTRIES ON PUBLIC WORKS CONTRACT
EMPLOYMENT STANDARDS DIVISION
Olympia, WA 99504
Contract Awarding Agency City..A£..Bent n..........,._..�._,
Contract Number .................065-87
............I
Contract Bid Opening Date 14721-0.7
Date Contract Awarded ..,...11-27-07.
STATE OF WASHINCTON Date Work Completed -.........2-19-88................._................._,,,,,,,_-
County in Which Work Performed ...K.ing...................................«-....
COUNTY OF ....,......_____.._...._...__.._..._..�.__.. Location Within County .... B&.I mue..Suut,17............
Was a Statement of Intent Filed? Yes El No ❑ ._...........
In compliance with RCW 39.12.040 I, the undersigned, being a drily authorized representative of
Pape & Sons Construction, Inc., 9512 State Highway 16, NW, Gig Harbor, WA 98335
........._............._................_..._..__........._... .._._...._.................-........._...........................__...._..............._............... ....._......................_......---.........._...........
do hereby certify that the following rates(contractor
h urly wage and hourly fringe benefits have been paid to the
laborers, workmen and mechanics employed by me upon the project described above and that no laborer,
workman or mechanic has been paid less than the "prevailing rate of wage- as determined by the Indus-
trial Statistician of the Department of Labor and Industries.
List below each classification of labor employed by you upon the project described above and the rate of
hourly pay and hourly fringe benefits paid to each classification.
Please Note
If apprentices have been employed on this project, provide this additional information: name, registration
number and stage of progression.
Craft Rate of
Rate of Hourly
Hourly Pay Fringe Benefits Paid
SI:S;rER & WATERLINE CONSTRUCTION
Operator, 780 Hoe & Larger 18.00 4.21
Operator, 580 Hoe & Smaller 16.67 4.21
Pipelayer 14.86
3.41
Laborer 14.38 3.43
Flaqger 10.78 3.43
Truck Driver, Group 8, 730-0220 17.69 3.71
PLEASE ALLOW
WORKING DAY A MINIMUM
THEYOU
q �C DEPART SING VpMAPP � LFUEEEMNT H THERCEOCRE1E
RECT
NorE: Attach Additional Sheets as Needed. Pape & Sons Construction, Inc.
._........_...._._........................ ._......_...
Subscribed and sworn to before me Chr>. irie "AdminisryaYror--
this.....�7...._..... day ot. �bct� �.�
p ....__......., f.&t Use Only
19 �/ , herthv certify that according to the wage rates and fringe henelos herein sworn
to the prevailing wage requirements ut RCW 39.12.040 have been satisfied.
- '-`��---•.--..-..._................ INDUSTRIAL. STATISTICIAN
Notary Public in and for the State of Washrt.pton, DEPARTMENT OF LABOR AND INDUSTRIES
residing in Washington.
INSTRUCTIONS: n> ........................_..._-.__ Date:.........-------...............................
1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub-
contractors.
2. Complete this form in triplicate and have it notarized.
3. Submit all forms for certification to: Employment Standards Division, Department of Labor and Industries,
General Administration 4- File a certified copy w Building,ith theCo traact Award ng Agency 98 r04 nper-1`1 O ltA CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVI S,p�(,tl%lOpp uB-
CONTRACTORS. This is required by law and payments can not lawfully be made untiltsh idavits are
filed.
NP\laftn
LI-]IMF'1 ARdavn of Wares (I-RI)
• d O w • va • • • • • a • • 0 •
+mne»veaf;;. r[m eul lonanwl;n.lel .ea r: c�;
PAPE & SONS CONSTRUCTION, INC.41512 State Highway 16 N.W. n7Lr�P2 TIr M Jc U@0. ryM UM U L
GIG HARBOR. WASHINGTON 98335 4
OAT[ .we Iva,(206) 851.6040
To y( /4/t�Lr1 M
WE ARE SENDING YOU d Attached Under separate cover via the 110111wa ; ibms:
Shop drawings C; Prints Plans ❑ Samples ❑ Specifications
f_ Copy of letter C Change order
COPIES DATE NO, DESCRIPTION
cl d. - Vik
VU
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit---copies for approval
❑ For your use ❑ Approved as noted ❑ Submit—copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return-—corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 . ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS---
COPY TO
SIGNED:
Me[PMN��c[IbY iWl Ii[Mlo[uro •n nOI O� nObO. Mm01r nobly W[I OOC[.
A
n0F.11wLrvFAi i. em...w.aur.wave�aix inum:.eoomnue
PAPE & SONS CONSTRUCTION, INC. LIEUME98 OF VMkTM0M01r1rQL
9512 State Highway 16 N.W.
GIG HARBOR, WASHINGTON 98335
LATE �_/ �� Joe No
(206) 851.6040 AT A!TioN — -
�be1`
TO
ec
,fn'tt� ,/ _
�QO
�intt.rl� �t/1Q �d�0 S s 10A, n Aa&ed
WE ARE SENDING YOU 'Attached ❑ Udder separate cover via .—that following hone:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ SpscMutions
❑ Copy of letter ❑ Change order ❑
CONIES DATE No. 061"1"10"
All
/ .
THESE ARE TRANSMITTED as checked below:
C1 For approval C'. Approved as submitted Resubmit—copies for approval
❑ For your use ❑ Approved as noted =; Submit_—copies for distribution
G As requested G Returned for corrections ❑ Retumcorrected prints
❑ For review and comment -----
❑ FOR BIDS DUE _19 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS - --- -----
CiN OF KtfN ION
COPY TO—
SIGNED:
wol Il�Mb�um �n net�� nw.d. hlndry 1Ndlf) uJ.1 once.
U. S. DEPARTMFNT OF LABOR I a'_NTHLY EMPLOYMENT C4V1RE0ARFAIS4SAoh Fat S CURRFNIG ASS I IEWafr —
Employment Standards Administ•Ation,OFCCP I LIT'L1ZATION REPORT King County MINORITY: FROM; 2-1—$$
Yhn report 11 repuned by E eecutne Order 11 A6,Se,.203.Failure to report can nw t inountracts sine 7 EMPLovERS,D NO
t wncNled,ter mnated or snipe" w'n hole or rn pan and the contractor may be declared nolyibl,lot _
fpnhw Go.wnment conyaes of fedaauy assisted ,nnnrunion contract; 91-1043352 FEMALE: TO: --29-88
NAME AND LOCATION OF CONTRACTOR FEDERAL
Project #065-87 Pape S Sons Construction, Inc.
FUNDING
84th Avenue Steel Watermain Replacement AGENCY
9512 State Highway 16, M
Prime Contractor: Pape £. sons Construction Gig Harbor, WA 9833335
5 6. WORK HOURS OF EMPLOYMENT (Federal dt Non-Federal)
6a- 6b. Fx. 6d. 6e I, tl. TOTAL TOTAL
CONSTRUCTION TOTAL ALL BLACK ASIAN OR AMERICAN NUMBER Of NUMBER OF
TRADE Chndratlom
EMPLOYEES (Not of HISPANIC PACIFIC INDDIIAN MINORITY FEMALE EMPLOYEES
ALASKAN PERCENTAGE PERCENTAGE
MINORITY
By TRADE HCpadIc 069ml ISLANDERS EMPLOYEES
NATIVE
M F M F M F M _F M F M F Ar F
)op•ney wO1Yb
• Laborer/ 366.5/73.5 66.5 /71.5 31% 16% 7 2 1 1
Flagger APPRENTICE �
TRAINEE
SUB-TOTAL
Foreman Jouney Vm,ke ?43.5 79.`'i 55% 2 1
APPRENTICE
TRAINEE
SUB-TOTAL
Operator to„rney r,o,ke, 90/53
APPRENTICE 37% 2
TRAINEE
SUBTOTAL
Pipelayer Journey worker 11 1.5 5
APPRENTICE 2 '
TRAINEE
SL;9.TOTAL
Truck Driver Joun ey worker 107.5 - 2
APPRENTICE
TRAINEE
SUBTOTAL
TOTAL JOURNEY WORKERS 945,f5 1 66.5� 151 2304 13%
TOTAL APPRENTICES II
TOTAL TRAINEES
GRAND TOTAL
11.COMPANY OFf ICIAL-S SIGNATURE AND TITLE 12,TELEPHONE NUMBER(Include was code) 17.DATE SIGNED ►AGE
Christine
1.. W s, Contract Administrator (206) 851-6C)40 March 7, 1988 1 of 1
�— �OF;
OMB APPROVAL NO.44-R 1326 FORM CC-257(Rev.91731
Pape & Sons Construction, Inc . _XX-Prime _Sub
9512 State Highway 16, NW, Gig Harbor , WA 96335
Payroll Number 13 For Week Ending February 21 , 1988
Project & Location: 84th Avenue South, Renton
Project or Contract Number : CA6-065-87
Date: February 25, 1988
I , Christine L. Woods, Contract Administrator do hereby
state:
1 ) That I pay or supervise the payment of the persons t
employed by Pape & Sons Construction, Inc . , on the
84th Avenue South, ; that during the payroll period
commencing on the 15 day of February , 19eeg and ending the
21 day of February , 19ee, all persons employed on said
project have bean paid the full weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or on behalf of said Pape & Sons Construction,
Inc . , from the full weekly wages earned by any person and
that no deductions have heen made either directly or
indirectly from the full wages earned by any person , other
than permissible deductions as defined in Regulations, Part
3 (29 CFR Subtitle A) , issued by the Sec . of Labor under the
Copeland Act, as amended (48 Stat. 948, 63 Stat. 1008, 72
Stat. 967; 76 Stat . 357; 40 U.S.C.276c ) , and described below:
--------------------------------------------------------------
2 That any payrolls otherwise untler this contract required
tc be submitted for the above period are correct and
complete; that the wage rates contained in any wage
determination incorporated into the contract; that the
classifications set forth therein for each laborer or
mec.`ianic conform with the work he performed .
3) That any apprentices employed in the above per .00 are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
of Apprenticeship and Training, U.S. Dept . of Labor , or if no
such recognized agency exists in a State, are , egistered with
the Bureau of Apprenticeship and Training, U.S. Dept . of
Labor .
4) That : a.WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS XX_ In addition to the basic hourly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will be made to appropriate
programs for the benefit of such employees, except as noted
in section 4(c ) below.
b. WHERE FRINGE BENEFITS ARE PAID IN CASH Each laborer or
mechanic listed in the above referenced payroll has been
paid, as indicated on the payroll , an amount not less than
the sum of the applicable basic hourly wage rate plus the
amount of the required fringe benefits be I �� E�
contract• except as noted in Section tc ) below. (iti
c . EXCEPTIONS Craft: Explanation
Remarks:
Christine L. ont ^a c oods, Administrator FED tir
r B
Signature
CITY OF RENTON
Engineering Dept.
+ iSS THIS JOB.................. 2942.31
TOTAL ALL JOBS.................. 3559.71
PAPE h SONS CONSTRUCTION, INC
CERTIFIED REPORT JOB N in DATE: 02/24/88
Month 0 2 Week Q 3�•p�4s =_____- PAGE: 1
•'iy 4taJ-a/
EMPLOYEE 'NFORMATION CRAFT DESCRIPTION TYPE Mon TUG Ned Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- ---------- --------- ---- ------- ------- ------- ------- ------- ----- - ------ ------- ------- --------
ROLLINS, PENNY A. OPERATOR PEG 7.5 8.0 8.0 B4O 5.0 0.0 0.0 36.S 16.67 60913
10606 99TH ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
98373 LABORER REG 0.5 0.0 0.0 0.0 1.5 0.0 0.0 2.01 11.38 28.76
EmplA 53 529-21-2676 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,00 0.00
Exempt: 0
CAUCASIAN FICA 47.87 CK8 6157 GROSS THIS JOB.................. 637.39
FWT $7.68 TOTAL ALL JOBS.., 637,39
SWT D.00 OTHER PAY/BENEFITS.............. 37.37
LWT 0.00 TOTAL GROSS PAY................. 674.76
OEO/BEN 447.75 NET PAY......................... 91,46
-----------------------------------------------------------------------------------------------------------------------------------
SENNETT, KENTON TRK DRIVER REG 0.0 0.0 0.0 4.0 0.0 0.0 0.0 4.K 17.59 70.76
202 SANDY POINT W. OVT 0,D 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp18 5 538-70-2757
Exempt: 1
CAUCASIAN FICA 78.05 C98 6144 GROSS THIS JOB.................. 7036
FWT 237.79 TOTAL ALL JOBS... .............. 7039.24
SWT 0.00 OTHER PAY/BENEFITS.............. 41.99
LWT 0.00 TOTAL GROSS PAY................. 1081.23
OED/BEN 53.01 NET PAY......................... 712.35
-` - - `----------------------------------------------------•-----------------------------------------------------
KNIGHT, PAUL T. OPERATOR REG 0.5 0.0 8.0 8.0 8.0 0.0 0.0 24.5 16.68 408.54
5480 ILLAHEE RD N.E. OVT 0.0 0.0 0.0 0.0 8.0 0.0 0.0 0.0 0.00 0.00
BREMERTON, WA
98310
Emp19 31 476-52-8261
Exempt: 1
CAUCASIAN FICA 37.89 CKK 6153 GROSS THIS JOB.................. 408.54
FWT 80.49 TOTAL ALL JOBS.................. 408.54
SW( 0.00 OTHER PAY/BENeFITS.............. 112.00
LWT 0.00 TOTAL GPM PAY................. 530.54
DED/BEN 32.53 NET PAY......................... 379.33
-----------------------------------------------------------------------------------------------------------------------------------
GARCIA, GUILLERMO LABORER REG 0.0 0.0 7.5 8.0 7.0 0.0 0.0 22.5/ 14.38 323.55
28631 PACIFIC HWY OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL WAY, WA
98003
Emplk 72 564-35-2340
LAempt: 0
HISPANIC FICA 34.56 CKN 6160 GROSS THIS JOB.................. 323,55
FWT 78.57 TOTAL ALL JOBS.................. 438.59
SWT 0.00 OTHER PAY/BENEFITS.............. 45.97
LWT 0.00 TOTAL GROSS PAY................. 484.56
OED/BEN 30.81 NET PAY.... .................... 340.62
BILLIARD, WALT LABORER REG 0.0 0.0 0.0 8.0 7.0 0.0 0.0 15.0/ 14.38 215.70
GIG HARBOR, NA
98335
PAPE 6 5O45 CONSTRUCTION, INC.
CERTIFIED REPORT JOB t 180 DATE: 02/24/88
Month A 2 Meek t 3 ______________________________ PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- ------ ---- ------- ----- ---'--- ------- ------- ------- ------- ------- ------- --------
Emp1A 26 538-66-2840
Exempt: 1
CAUCASIAN FICA 38.34 CNA 6151 GROSS THIS JOB.................. 215.70
FWT 82.16 TOTAL ALL JOBS.................. 510.49
SWT 0.00 OTHER PAY/BENEFITS.............. 28.40
LWT 0.00 TOTAL GROSS PAY................. 538.89
DED/BEN 35.86 NET PAY......................... 382.53
------------------------ --------------------------------------------------------------------------------------------------------
JOB NUMBER 180 TOTALS REG 8.5 8.0 23.$ 311.0 28.5 0.0 0.0 104.5 34.18 1655.94
OVT 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.00 0.00
GROSS THIS JOB.................. 1655.94
TOTAL ALL JOBS.................. 3014
Pape 6 Sons Construction, Inc . XX Prim! -Sub
9512 State Highway 16, NW, Gig Harbor, WA 96335
Payroll Number 12 For Week Ending February 14, 1988
Project 6 Location: 84th Avenue Souths Renton
Project or Contract Number : CA6-065-87
Date: February 18, 1988
I , Christine L. Woods, contract Administrator do hereby
state:
1 ) That I pay or supervise the payment of the persons
employed by Pape 6 Sons Constructions Inc . , on the
84th Avenue Souths ; that during the payroll period
commencing on the 8 day of February , t988, and ending the
14 day of February , 1988, all person . employed on said
project have Leen paid the full weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or on behalf of said Pape 6 Sons Construction,
Inc . , from the full weekly wages earned by any person and
that no deductions have been made either directly or
indirectly from the full wages earned by any person , other
than permissible deductions as defined in Regulations, Part
3 (29 CFR Subtitle A) , issued by the Sec . of Labor under the
Copeland Act, as amended (48 Stat . 948, 63 Stat . 1008, 72
Stat . 967; 76 Stat . 357; 40 U.S.C.276c ) , and described below:
-) ---------------------------------------------------------
2) That any payrolls otherwise under this contract required
to be submitted for the above period are correct and
complete; that the wage rates contained in any wage
determination incorporated into the contract; that the
classifications set forth therein for each laborer or
mecharic conform with the work he performed .
3) That any apprentices employed in the above period are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
or Apprenticeship and Training, U.S. Dept. of Labor , or if no
such recognized agency exists in a State, are registered with
the Bureau cf Apprenticeship and Training, U.S. Dept . of
Labor.
4) That : a.WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS XX In addition to the basic hourly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will be made to appropriate '
programs for the benefit of such employees, except as noted
in section 4(c) below.
b . WHERE FRINGE BENEFITS ARE PAID IN CASH Each laborer or
mechanic listed in the above referenced payroll has been
paids as indicated on the payroll , an amount net less than
the sum of the applicable basic hourly wage rate plus the
amount of the required fringe benefits as listed in the
contract , except as noted in Section 4(c ) below.
c . EXCEPTIONS Craft: Explanation
Remarks:
Chri tine L. Woo4ss Contract Administrator
PAPE 6 SONS CONSTRUCTION, INC.
Month i 2 Meal 12 Pi s//L CERTIFIED REPORT JOB 1 180 =__/ DATE: 02/17101
PAGE: 1
EMPLOYEE INFDRNATION CRAFT DESCRIPTION TYPE Non Tw Ned Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- -------------------- --- '� -- -- - -- -- ---- --- _ �- �'- - ' --------
ABERSOLD, RONALD K FLA6GER RES 0.0 0.0 5.5 0.0 0.0 0.0 0.0 6.5 10.71 70.07
3004 ISLAND VIEW CT OYT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Empli 1 553-50-5928
Exempt: 0
CAUCASIAN FICA 5.26 CKN 6115 GROSS THIS JOB.................. 78.07
FWT 1.71 TOTAL ALL JOBS.................. 70.07
SWT 0.00 OTHER PAY/BENEFITS.............. 5.20
LWT 0.00 TOTAL GROSS PAY................. 75.2'
OED/BEN 5.57 NET PAY......................... 61.73
-------------------------------------------------------------------------------------------------------------------------------
BLAU, DIANA L FLAGGER REG 8.0 8.0 6.0 2.5 0.0 0.0 0.0 24.5/ 10.78 264.11
810 50 MacARTHUR OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
TACOMA, WA
98465
Empii 7 535-70-2255
Exempt: 2
AN INDIAN/AL NAT FICA 19.83 CKi 6119 GROSS THIS JOB.................. 261,11
FMT 25.34 TOTAL ALL J08S.................. 264 "
SNT 0.00 OTHER PAVBENEFITS.............. 19.
LWT 0.00 TOTAL GROSS PAi................. 283.71
OED/BEN 24.75 NET PAY......................... 213.79
--------------------------------------------------------------------------'------------------------------------- ------------
JORGENSON, DAVID PIPELAYER REG 8.0 8.0 8.0 8.0 e.0 0.0 0.0 36.0z 14.86 534.96
PO BOX 160 OVT 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
MAUNA, NA
98335
Emp10 2B 537-61-9755
Exempt: 1
CAUCASIAN FICA 40.18 CKO 6126 GROSS THIS JOB.................. 534.96
FWT 89.01 TOTAL ALL JOBS.................. 534.96
SWT 0.00 OTHER PAY/BENEFITS.............. 28.80
LWT 0.00 TOTAL CC11SS PAY................. 563.76
DED/BEN 36,36 NET PAY......................... 398.21
-----------------------------------------------------------------------------------------------------------------------------------
KNIGHT, PAUL T. TRK DRIVER REG 0.0 0.0 3.5 0.D 0.0 0.0 0.0 3,5 17.69 61.92
$180 ILLAHEE RO N.F. OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
BREMERTON, WA
98310 LABORER REG 8.0 8.0 4.5 8.0 3.5 0.0 0.0 32.0 14.38 460.16
Empli 31 476-52-8261 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
Exempt: 1
CAUCASIAN FICA 39.21 CKi 6127 GROSS THIS JOB.................. 522.09
FNT 85.40 TOTAL ALL JOBS.................. 522.08
SWT 0.00 OTHER PAY/BENEFITS.............. 28.10
LWT 0.00 TOTAL GROSS PAY ................ 550.48
DED/BEN 35.87 NET PAY......................... 390.00
------------------------------------------------------------------------------------------------------------------------------------
DOMINGUEZ, MANUEL PIPELAYER REG 0.0 0.0 5.0 0.0 0.0 0.0 0.1 5.0 ' 15.50 77,50
8512-188th ST Cl E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
983T3
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT jO8 A 180 DATE: 02/17/88
Month A 2 Week 4 2 - ________________________ PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
------------------ ------------------ ---- ------ ------ ------- ------- ------- ------- ------ ------- ------- --------
Emp1A 71 530-60-3370
Exempt: 1
HISPANIC FICA 33.18 CKA 6132 GROSS THIS JOB.................. 77.50
FWT 51.84 TOTAL ALL JOBS.................. 441.75
SWT 0.00 ETHER PAY/BENEFITS.............. 22.80
LWT 0.00 TOTAL GROSS PAY................. 464.55
DEC/BEN 28.79 NET PAY.........-............. 350.74
------------------------------------------------------------------------------------------------------------------------------------
GARCIA, GUILLERMO LABORER REG 8 0 8.0 8.0 8.0 3.0 0.0 0.0 35.0JVI 14.38 503.30
28631 PACIFIC HWY OVT 0.0 0.0 0.0 0.0 0.0 6.0 0.0 0.0 0.00 0.00
FEDERAL NAY, WA
98003
EmplA 72 554-35-2340
Exempt: 0
HISPANIC FICA 40.50 CK8 6133 GROSS THIS JOB.................. 503.30
FWT 100.72 TOTAL ALL JOBS.................. 503.30
SWT 0.00 OTHER PAY/6ENEFITS.............. 67.60
LOT 0.00 TOTAL GROSS PAY................. 570.90
DED/BEN 39.90 NET PAY......................... 389.78
-----------'------------------------------'---------------------------------------------------------------------------------------
bEHMEL, WILLIAM LABORER REG 0.0 4.0 8.0 7.5 3.0 0.0 0.0 22.5 / 14.38 323.55
10123 78111 AVE N.W. OVT 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335 FLAGGER REG 8.0 4.0 0.0 0.0 1.0 0.0 0.0 13 A/ 10.78 140.14
imp R 132 539-54-5538 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
xempt: 3
CAUCASIAN FICA 34.82 CKA 6139 GROSS Tlii, JOB.................. 463 69
FWT 43.8E TOTAL ALL J08S.................. 463.65
SWT 0.00 OTHER PAY/BENEFITS.............. 28.40
LWT 0.00 TOTAL GROSS PAY................. 492.09
DED/8EN 35.86 NET PAY-....................... 377.53
------------- -
PAPE, JA4ES C FOREMAN REG 8.0 8.0 8.0 9.0 1.0 0.0 0.0 33.01 18,00 594.00
1716 145TH 41 CT NW OVT 2.0 0.0 0.0 0.5 0.0 0.0 0.0 2.5/ 27,00 67.50
GIG HARBOR, WA
98335
Emp1A 49 534-66-6240
Exempt: 0
AM INDIAN/AL NAT FICA 59.14 CKR 6130 GROSS THIS JOB.................. 651.50
FWT 129.70 TOTAL ALL JOBS.................. 787.50
SWT 0,00 OTHER PAY/BENEFITS.............. 41.23
LWT 0.00 TOTAL GROSS PAY................. 828.73
DED/8EN 202.71 NET PAY......................... 437.18
HILLIARD, WALT LABORER REG 8.0 0.0 8.0 8.0 1.5 0.0 0.0 33.5 14.38 481.73
3308 TARABOCIA ST OVT 2.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 21.57 43.14
GIG HARBOR, WA
98335
Emp1A 26 538-66-2840
Exempt: 1
CAUCASIAN FICA 49.68 CK4 6125 GROSS THIS JOB.................. 524.81
FWT 124.44 TOTAL ALL JOBS.................. 661.48
PAPE 6 SONS CONSTRUCTION. INC.
CERTIFIED REPORT JOB 8 180 DATE: 02/17/88
Month 8 2 Week 4 2 ______________= PAGE: 3
EMPLOYEE INi 'UTION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
--------------------- -------------------- ---- ------- ------- ------- ------- ------- ------ ------- ------ ------- --------
SWT 0.00 OTHER PAY/BENEFITS.............. 35.20
LWT 0.30 TOTAL GROSS PAY............. . 696.6E
DED/BEN 44.45 NET PAY.................. 478.11
---------------------------------------------------------------------------------------------------------------------------------
BENNETT, KENTON TRK DRIVER REG 8.0 8.0 8.0 9.0 0.5 0.0 0.0 32.5-'17,69 574.93
202 SANDY POINT N. OVT D.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 C.00 0.00
GIG HARBOR, WA
98335
Emp14 5 538-70-2757
Exempt: 1
CAUCASIAN FICA 57.66 CK0 6119 GROSS THIS JOB.................. 574.93
FWT 154.19 TOTAL ALL JOBS.................. 698.75
SWT 0.00 OTHER PAY/BENEFITS.............. 103.80
LW1 0.00 TOTAL GROSS PAY................. 802.56
DEO/BEN 43.95 NET PAY......................... 546.75
--------------------------------------------------------------------------------------------------------------------------------
JOB NUMBER 180 TOTALS REG 64.0 64.0 73.5 $8.0 17.5 0.2 0.0 277.0 173.60 4086.37
OVT 4.0 0.0 0.0 1.5 0.0 0.0 0.0 4.5 48.57 110.64
GROSS THIS JOB.-...-.......... 4197.01
TOTAL ALL JOBS.................. 4947.70
_XX_Prime ____Sub .
Pape 6 Sons Construction, Inc . Harbor , WA 98335 l
9512 Steve Highway 16, NW, Gig 7, 1988 �
Payroll Number 11 For Week Ending February
Project 6 Location: 84th Avenue South, Rent,.n
Project or Contract Number : CA6-065-87
Date: Faaruary 11 , 1988
I , Christine L. Woods, Contract Administrator do hereby
state: persons
1 ) lhat I pay or supervise he payment of the
employed by Pape 6 Sons Construction, Inc . , or, the
oll period
84th Avenue South that during the payroll the
and
commencing on the 1 daY °1988brua1l persons,
er saes'employeddongsaid
7 day of February +
the full waekly wages earned, thatno
project have been paid
rebates have been or will be made either directly or I
to or on behalf of said Pape 3 SonssConsttruction,
indirectly earned
Inc . , from the full wv been ma n directly or
have
that no deductions an erson , other
indirectly from the fill wages earned by Y P
than permissible deductions as defined in Regulations, Part
3 (29 CFR Subtitle A) , issued by the Sec . of Labor under the
Copeland Act, as amended (4e Stat . 948, 63 Stat . 1008, 72
Stat. 967; 76 Stat . 357; 40 U.S.C.276c ) , and described below:
2) That any payrolls otherwise under this contract required
period are correct and
to be submitted for the above
complete; that the wage rates contained in any wage
that the
determination incorporated into the contract;
classifications set forth therein for each laborer or
mechanic conform with the work he performed .
3) That any apprentices employed in the above period are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
of Apprenticeship and Training+ U.S. Dept. of Lahor , or if no
cy exists th
such recognized agei land State,n a e raining, U.S. Dept .registeredwlof
the Bureau of Apprenticeship
Labor .
4) That: a.WHEHE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS _XX_ In addition to the basic hourly wage
isted
rates paid to each laborer or
ofcfringenic lbenefitsnasthe above
listed in
referenced payroll , payments pro riate
the contract have been or will be made to appropriate
programs for the benefit of such employees, except as
in section 4(c ) below. or
b . WHERE FRINGE BENEFITS ARE PAID IN CASH ....
Each
r lllab re hasbeen
mechanic listed in the above referenced paY less
n the payroll , an amount not
l than
paid, as indicated o ate pus the
the sum of the applicable basic hourly wage
as
contract , except annoted n benefits
Section4(c ) below,listed in the
amount of the required
l fringe
c . EXCEPTIONS Craft : Explanationag=a%q
(�
Remarks:
Christine L. �Woods, on �t Administrator
Signatu-e2
S� F E 13 1 :: 1988
CITY Of RENTON
Engineering Dept.
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB A 180 DATE. 02/10/Be
Month 12 Nwk t 1 PAGE, 1
GROSS
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Ned Thr Fri Sat Sun TOTAL RATE -----
---•-- `------ ------ ------- `------ -----•- ------ --
RINEHART, RODNEY OPERATOR REG 1.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0/ 16.67 16.67
W5040121 SKOKONISH V OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
SHELTON. NA
98584
E■plo 84 534-68-1731
Exenpt: 1
CAUCASIAN FICA 46.34 CKB 6107 GROSS THIS JOB.................. 16.67
FNT 78,12 TOTAL ALL JOBS.................. 616.96
SNT 0.00 OTHER PAY/BENEFITS.............. 29.62
LNT 0.00 TOTAL GROSS PAY................. 646.58
BED/BEN 37.31 NET PAY......................... 484.75
JOB NUMBER 180 TOTALS
REG 1.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 16.67 16.67
OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GROSS THIS JOB.................. 16.67
TOTAL ALL JOBS.................. 616 96 `
t
1
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z
I
i
6
i
t
1
�l��iREMWwn-, 0.:» v _... .... nWL�MY�YMYrpt.� 4Vlrfl'Ifl'�'rY4TTl[
is •
nERf*rP !ve f7 rn wwm cirri IOMm rM'R[RlI R(1 i.M2R W0 NO CARRON MRER REOUIll" 7p m wnH an Crillt—rmDromon wilt aurcmetKElly mpO f on,o s nemtem
IORIT Y —
R MP"PAPE & SONS CONSTRUCTION, INC. URGENTI
a —2809 CG. Avenue N W Me— J
NO MHARPOSSOLE
GIG HARBOR, WASHINGTON 98335K ft�`IL,..1�!) � wo way I�eoeo ;
III IREMigN �� .. —_.
(206) 2653677 u/A� 6f10 t
jo
III . , G.,A
S lceel&<40 a,701 041, /y)
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P
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U SIGNED: `n
fMAR 10 1988 o�n ur !nr RERr T —R —
CITY Of RENTON
E Engineering Dept.
P
L
Y
Il SIGNED:
SENDER: MAIL RECIPIENT WHITE AND PINK SHEETS.
RECIPIENT: WRITE REPLY. RETURN WHITE TO SENDER. KEEP THIS PINK COPY.
CERTIFICATION BY GENERAL CONTRACTOR
Ref: Payment of Prevailing Wages
To be submitted to the City with each Progress Payment Request.
Date:_ j- S- xz
PROJECT: 84th Ave. Steel Watermain CAG No. 065-87
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the period ending _ , 2 g 19£�
in accordance with the Intents to Pay Prevailing Wage fiTeg with the Wa�ngton
State Department of Labor & Industries.
PAPE 8 SONS
Company Narne
ritle
jo� la,911
- 1986
CITY OF REN-TON
5L.C.CERTIFICATION/DRT:MB EnBineenn& Dept.
'R UNITED STATES PIPE AND FOUNDRY COMPANY .SPECIAL
3 ® CAST IRON PRESSURE PIPE ISFITTINGS SHCIAL CASTINGS
DEPARTMENT 1254 CENT CENTRRON IFUGAL
LMTSTEEPE b FITTINGS
•CFNTPIFUOAL CAST STEEL TUBING •VALVES•NYOP ANTr
OSCF PASADENAr CALIF 91050 YELDED STEEL PIPE t
VMer.OY .Mn N.mo f.xwWU.n.NJ cN. cm NO cl/,ff VSI f...f n. clr .0 ly.W x.vQCf O..i iMYOKI.'D I1
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PAPE E SONS CONST.r GENE TERMS- NET 30 DAYS o I
9512 STATE HIGHWAY 16 NW PER~11NGLBE ADDED AFTER DUE DATE z
GIG HARBOR• MA 98335 F.oE: NATION — PR PA D PREPAID j
WESTERN STATES TRUCK LINT-S
L — _ FREIGHT TOTAL WEIGHT
NSIGNEE
APE C SONS 9 EE 6 7
ST RENTON T UNIT PRICE UNIT F TALE AA+oxaT
.eM DESCRIPTION P
B/L 0029267 VEH
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rows
NNI!.A.R E
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•CONCRETE PIPE
•CAST IRON PRESSURE PIPE TI FITTINGS .SPECIAL CASTINGS
DEPARTMCNT 1254 CENT IFUGAIL CASPE T
FITTINGS
�/f •CFNTRIFVWLCASt STEEL TUBING VAWES•XTMANR �7
OSCF PASADENAE CAt1P 910S0 / WELDED STEEL PIPE
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PAPE 6 SONS CONST.s GENETH AVE RENTON
S- NET 30 DAYS A SERVICE GIIARGEOP 1 I/2x
9512 STATE HIGHWAY 16 NW - - PER NGNTRWRL BE ADBE0"M1IYEBATIF '
GIG HARBOR• WA 98335 x1
F0A DESTINATION — PREPAID PREPAID g„ .
WESTERN STATES TRUCK LINES
ROUTE
FREIGHT T01At wEKaNi
SIGNEE
PE E SONS .33
'j,L_ 1261H ST_ RENTON _ T
DESCRIPTION P C IGHT UNIT PRICE upT f DOTAGE T
/L 0029271 YEN 9
1 12` "TYTONW JOINT D.I. PIPE 052 23 199665 12.79 417 70 5�342.38 a
CL SC
INING• ACCESSORIESB ETC. 19920 NC NO CHARGE d
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UNITED STATES PIPE AND FOUNDRY COMPANY ® .CONCRETE PIPE
Q •CAST IRON RON SOIL PIPE
PIPE TI FITTINGS .SPECIAL CASTINGS
DEPARTMENT L154 1,s / •CENT CENTRIFUGAL
CASTSTEE FITTINGS
SCF .P,ASAUENAE CALIF 91050 E CENTRINWLCAST STEEL TUBING •WLDESMEEL PIKS
•WElOED STEEL IIIE
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PAPE L SONS CONST.• GENE BhTH AVE RENTON
9512 STATE HIGHWAY 16 NW TERMS- NET 30 DAYS AiL -A ..OF 1 1 23
GIG HARBOR• WA 98335 NO DISCOUNT ILR r.TNw LEE ADDED AETu ouE DATE
i.o9: DESTINATION — PREPAID PR EPAI0
WESTERN STATES TRUCK LINES
L R T
�S,N FREIGHT TOTAL WEIGHT
E 4 SONS 912.d h5345
- H AVE S. El S. 126TH ST. RENTON WASHINGTON _
W DESCRIPTION PIECES WEIGHT UNIT PRICE uw, FOOTAGE AMOUNT
/L D029389 VEH D
2 12w wTYTONw JOINT O.I. PIPE 052 49 41 #895 12*7 FT 090 6 11�390.77
CL SC
LINING♦ ACCESSORIES, ETC* 3*450 NC NO CHARGE
NO ADWSiMWt UN\i MADE FW DAMAG!OE lOSS unlwr r +im..pwlvl)Fr.M,A IIPII,iD STATLS PIPE AND POUNDET COMPANY yl*M1.iDM Aill,w,pssa.N(.r,.M OdlwrY 1' 1la 39Q�
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A' UNITED STATES PIPE AND FOUNDRY COMPANY
O�(Cg�PARTIAEN CAST IRCIPI SOIL PIPE&FITSU
T 1LS4 CASTIRONPRESREPOF DFITTINGS CONCRETE PIPE
o.i/L.F, PASAOENAi CAL lF 9109U •C NTRIFUGALCASTSTEELEINGS TUBNG •VVAALVESS CIAL CAST
•WELDED STEEL PIPE
.py.. sMwfo r.0e U.ri wr...o wMhrK.usi W Lwr COOP rq cVi] uw sr.rl ru nr. ..I~ wrdLi O.n wrOKt w '
J—SE —046t6 CAL II O8 87 AL 802079 J4 U4 096513 J 1 5 4 01 12 OB 8] L64421
r I R u+oMEK oKDLp ND .wrw RaulvlRn.rq 4:
f PAPE C SONS CUNST.• GENE 84TH AVE RENTON ^'
a a
9512 STATE HIGHWAY 16 NW TERMS - NET 30 DAYS A SERVICE O AGEp 1 1/2S
-GIG HARBOR• -WA 98335 NO DISCOUNT MR MGNTN*ILL EE ADDED"MR CRA DATE". ~
FCIA DESTINATION — PREPAID PREPAID T
L ROUTE WESTERN STATES TRUCK LINES
s�N FREIGHT TOTAL WEIGHT ti ~
�t SONS •4
TH AVE S. a S. 126TH ST. RENTON WASHINGTON 593.13 25855
DESCRIPTION PIECES WEIGHT UNIT PRICE W.D FOOTAGE AMOl1NT =
i
/L 0029409 VEH S
2 120 "TYTON" JOINT O. I. PIPE 052 28 239940 12.79 FT 509 60 6r51].78 p
CL SC r
INING, ACCESSORIES• ETC. 19915 NC NO CHARGE
I u
• Y
• 1Y
Otl
G
� R
O
i
l
N:1 ADIUS/WENT CAN EE NAM FOE DAMAGE CN LOSS onlN.Tou rwrn. Iy N.nidr UNITED STATES PIKE AND IOUNMV COMPANY—11,I.oVhl bil1. nggTien r.grt.A,Mliw(y 6• -
wrPl eiM s robrien el rM mreeR.p drerM.E.dle.n M.qn e.p Ip..rgwr.r.el M.rremppbr.q<enpen.•eR.Rr a drier
IM pedph el Mh coeq.n,<e•M pE Me Inge.wr.yeMr<M.n cew0wn<.niM M rpyn.rr.eh ul IM ipr Loper Srpdpdr 41 0l IV]E p gyrrd.d
ORIGINAt INVOICE TOTAL
SPEED LETTER
T0: Jor--�
DATE: ? 0
PROJECT: l J `� ? )'
SUBJECT:
T qe
t�-
CERTIFICATION BY GENERAL CONTRACTOR
Ref: Payment of Prevailing Wages
To be submitted to the City with each Progress Payment Requeit.
Date:
PROJECT: 84th Ave. Steel Watennain CAG No. 065-87
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the period ending
in accordance with the Intents to Pay Prevailing Wage filed with the Washington
State Department of Labor & Industries.
PAPE & SONS
,any Name
le
SL.C.CERTIFICATION/DRT:MB
(wool'
Pape L Sons Construction, Inc . __Prime ----Sub
9512 State Highway 16, NW, Gig Harbor, WA 98335
Payroll Number• . 5 For Week Ending 1 W-�3'11-8
Project 6 Location: �� �-�,� , -Va-k 4- ta«--�
Project or Contract Number : e6Atr -OBS-S7
Date: 2-3-88
I , Christine L. Woods, Contract Administrator do hereby
state:
1 ) That I pay or supervise the payment of the persons
plpyed py �aps L Sons Construction, Inc . , on the
l�fhlivtSotsl ass ; that during the payroll period
commencing on the 25 day of January , 1988, and ending the
31 day of January , 1988, all persons employed on said
project have been paid the full weekly wages earned, that no
rebates have been or will be made eithe- directly or
indirectly to or on behalf of said Pape 6 Sons Construction,
Inc . , from the full weekly wages earned by any person and
that no deductions have been made either directly or
indirectly from the full wages earned by any person , other
than permissible deductions as defined in Regulations, Part
3 �29 CFR Subtitle A) , issued by the Sec . of Labor under the
Copeland Act, as amended (48 Stat . 948, 63 Stat . 1008, 72
Stat . 967; 76 Stat . 357; 40 U.S.C.276c ) , and described below:
----------- ----------------- ------------------------
2) That any payrolls otherwise under this cortract required
to be submitted for the above period are correct and
complete; that the wage rates contained in any wage
determination incorporated into the contract ; that the
classifications set forth therein for each laborer or
mechanic conform w_ th the work he performed .
3) That any apprentices employed in the above period are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
of Apprenticeship and Training , U.S. Dept . of Labor , or if no
such recognized agency exists in a State, are registered with
the Bureau of Apprenticeship and 'reining, `i.n. Depl .
Labor.
4 ) That : a.WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS _XX_ In addition to the basic hourly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will be made to appropriate
programs for the benefit os such employees, except as noted
in section 4(c ) below.
b . WHERE FRINGE BENEFITS ARE PAID IN CASH Each laborer or
mechanic listed in the above referenced payroll
paid, as indicated on the payroll , an amount not
the sum n' the applicable basic hourly wage rate
amount if the requ?red fringe benefits as listed the
contract, except an noted n Section 4 (c ) below. FEB 4 1988
c . EXCEPTIONS Craft : Explanation
Remarks: CITY OF RENTON
Christine Loods, CntrA dministrator
Si( nature: ,L Engineering Dept,
n
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB A 180 DATE. 02/03/88
Month A 1 Week 4 d =_-- --�_,__. __ ____ PAGE: 1
-- -- -- --- -
Al
EMPLOYEE INFORMATION CRAFT DESCRIPTION TTPE Man Tue Wed 'hr Fril Sat Sun TOTAL RATE GROSS
----- ---------------- -------------------- ---- ------- ------- ---- -- ------- ------- ----- - ------- ------- ------- --------
BENNETT, KENTON TRK DRIVER REG 0.0 1.0 0.0 0.0 0.0 0.0 0.0 1.0 17.69 17.69
202 SANDY POINT W. OOT D.0 1.0 D.0 D.D 0.0 0.0 0.0 1.0 26.53 26.53
GIG HARBOR, MA
98335
Empl4 5 538-TO-2757
Exempt: I
CAUCASIAN FICA 81.39 CKA 6057 GROSS THIS JOB... .............. 44.22
FWT 252.48 TOTAL ALL JOSS.-.............. 1065.76
SWT 0.00 OTHER PAY/BENEFITS.............. 61.59
LWT 0.00 TOTAL GROSS PAY................. 1127.35
BED/BEN 55.OS MET PAY......................... 739.43
---------------------------------------------------------- ------------ ----------------------------------------------------
HILLIARD, WALT LABORER REG 3.0 0.5 8.0 0.0 0.0 0.0 0.0 19.5 14.36 280.41
3308 TARABOCIA ST 04T 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, NA
98335
Emp1A 26 538-66-2840
Exempt: I
CAUCASIAN FICA 37.26 CKA 6063 GROSS THIS JOB.................. 280.41
FWT 78.i3 TOTAL ALL JOBS.................. 496.11
SWT 0.00 OTHER PAY/BENEFITS.............. 27.6D
LWT 0.00 TOTAL GROSS PAY................. 523.7.
DED/BEN 34.86 NET PAY......................... 373.16
----------------------------------------------------------------- ---------------------- ------------------------------------------
PAPE, JAMES C. FOREMAN REG 0.0 5.0 B.D D.0 0.0 0.0 0.0 16.0 18.00 288.00
1716 45TH ST CT NW DVT 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.5 27.00 13.50
GIG HARBOR, NA
98335
Emp-A 49 534-66-6240
Exempt: 0
AM INDIAN/AL NAT FICA 65.22 CKA 6068 GROSS TBIS JOB-... ...... 301.50
FWT 152.38 TOTAL ALL JOBS.................. 115.5C
ENT 0.00 OTHER PAY/BENEFITS.............. 198.13
LWT 0.00 TOTAL GROSS DAY................. 913.63
DED/BEN $7.71 NET PAY......................... 638.32
GARCIA, GUILLERMO LABORER REG 0.0 8.0 0.0 0.0 0.0 0.0 0.0 8.0 14,38 115.04
28631 PACIFIC HMY OYT O.D 0,5 8.0 0.0 0.0 0.0 0.0 8.5 21,57 183.34
FEDERAL NAY, MA
98001
EmpI4 72 $64-35-2340
Exempt: 0
HISPANIC FICA 49.53 CND 6072 GROSS THIS JOB ................. 298.38
FWT 13435 TOTAL ALL JOBS.................. 401.72
SWT 0.00 OTHER PAY/BENEFITS.............. 215.10
LWT 0.00 TOTAL GROSS PAY................. 696.82
DED/BEN 45.47 NET PAY......................... 466.97
JOB NUNBER 180 TOTALS REG 3.0 25.$ 16.0 0.0 0.0 0.0 0.0 44.5 64.45 701.14
OVT 6.0 2.0 6.0 0.0 O.0 O.0 0.0 10.0 'S.10 223.37
GROSS THIS JOB.................. 924.51
TOTAL ALL JOBS.................. 27$9.09
• PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB 4 180 DATE: 01/16'188
`I x=====__; PAGE: 1 Month t 1 Week 8 3 i ,l`'-� __�+___;____=_�___;.
,'a� J"'Z,- i-�'U ,Cc;; �� . ,I.
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
----- - --- - - '- - ---- ------- ------- ------- ------- ------- --------
BADERDEEN, SAMUFL R. LABORER REG 8.0 8.0 0.0 0.0 0.0 0.0 O.D 16.0 14.38 230.08
2609 S'ITH ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C.00
GIG HARBOR, WA
98335
EmplA 2 539-72-484S
Exempt: 1
CAUCASIAN FICA 42.93 CKS 6030 GROSS THIS JOB.................. 230.08
FWT 99.21 TOTAL ALL JOBS.................. 571.58
SWT 0.00 OTHER DAY/BENEFITS.............. 32.41
LWT 0.00 TOTAL GROSS PAY................. 603.99
CEO/BEN 40.91 NET PAY......................... 420.88
-------------------------------------------------------------------- ----------------------------------------------------------
BALDWIN, MIKE LABO,'R REG 8.0 8.0 8.5 0.0 0.0 0.0 0.0 24.5 14.38 352.31
4302 MADRONA LANE OVT 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.00 0,00
GIG HARBOR, WA
98335
Emp1A 3 532-74-3777
Exempt: 0
CAUCASIAN FICA 35.10 CKA 6031 GROSS THIS JOP ............. 352.31
FWT 80.58 TOTAL ALL 467.35
SWT 0.00 OTHER PAY/BENEFITS.............. 26.00
LWT 0.00 TOTAL GROSS PAY................. 493.35
DED/6EN 32.83 NET PAY....... ................. 344.84
HILLIARD, WALT LABORER REG 8.0 8.0 8.5 9.0 6.0 0.0 0.0 39.5 14.38 568.01
3308 TARABOCIA ST OVT 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.00 0.00
GIC HARBOR, WA
98335
Emplt 26 538-66-2840
Exempt: 1
CAUCASIAN FICA 43.63 C61 6038 GROSS THIS JOB.................. 568.01
FWT 101.90 TOTAL ALL JOBS.................. 558.01
SWT 0.00 OTHER DAY/BENEFITS.............. 44.60
LWT O.DO TOTAL GROSS PAY................. 612.61
DED/BEN 69.90 NET PAY......................... 337.10
--------------------------------------------------------------------------------------- ----------------------------------------
PAPE, JAMES C. FOREMAN REG 8.0 8.0 8.0 0.5 5.5 0.0 0.0 39.0 18.00 702.00
1716 145TH ST CT NW OVT 0.5 0.5 1.0 0.5 0.0 0.0 0.0 2.5 27.00 61.50
GIG HARBOR, WA
98335
Emp16 .9 534-66-5240
Exempt: 0
AM INDIAN/AL NAT FICA 59.82 CKp 6043 GROSS THIS JOB.................. 769.50
FWT 132.22 TOTAL ALL JOBS........... ...... 769.50
Sol 0.00 OTHER PAY/BENEFITS.............. 68.74
LWT 0.00 TOTAL GROSS PAY................. 830.24
.- "tN 203.36 NET PAY......................... 442.84
ROLLINS, PfNN r. OPERATOR REG 0.0 0.0 0.0 9.0 2.0 0.0 0.0 11.0 16.57 183.42
10606 997n ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
98373 FLAGGER REG 8.0 8.0 0.0 0.0 0.0 0.0 0.0 16.0 10.78 172.48
- PAPE . SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB D 100 DATE: 01/26/88
Montr D I week 4 3 =________________________________ PAGE: 2
4
i
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Ned Thr Fri Sat Sun TOTAL RATE GROSS �
-`---'--'-----"---- ------------------- ---- ----`-- ------- ------- ------- ------- ---`--- ------- ----`-- ------- --------
Emp18 53 529-21-2616 OYT 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.00 0.00
Exempt: 0
CAUCASIAN LABORER REG 0.0 0.0 9.0 0.0 0.0 O.0 D.0 9.0 14.28 129.42
OUT 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 0.00 0,00
FICA 36.d5 CND 6044 GROSS THIS JOB.-....... ....... 485.32
FOT WOO TOTAL ALL IOBS.................. 485.32
SOT 0.90 OTHER PAY/BENEFITS.............. 34.93
LOT 0.00 TOTAL GROSS PAY................. 520.2S
DED/BEN 44.64 NET PAY.,................... ... 375.16
---------------------------------------------------
GUILLERMO LABORER REG 8.0 8.0 8.0 8.5 7.S 0.0 0.0 40.0 14.38 575.2?
28631 PACIFIC HOY OY1 0.0 0.0 1.0 0.5 0.0 0.0 0.0 1.5 21.51 2.15
FEDERAL WAY, wA
980f3
Empll 72 554-35-2340
Exempt: 0
HISPANIC FICA 45.63 CND 6047 GROSS T141S JOB.................. 607.55
FNT 119.84 TOTAL ALL JOBS.................. 607.55
:'T 0.00 OTHER DAY/BENEFITS.............. 33.21
LOT 0.00 TOTAL GROSS PAY................. 640.76
DED/BEN 41.93 NET PAV ........................ 433.36
---------------------------- --------------------------------- -----------------------------------------------------------
RINEHART, RODNEY OPERATOR REG 0.0 O.0 0.0 2.0 0.0 0.0 0.0 2.0 16.68 33.35
P.O. BOX 775 OYT 0.0 O.0 0.0 0.0 0.0 0.0 9.0 0.0 0.00 0.00
BELFAIR, WA
98528
Emp1D 84 534-68-1731
Exempt: 1
CAUCASIAN FICA 55.73 Ck3 C049 GROSS THIS JOB.................. 33.35
FMT 106.41 TOTAL ALL JOBS.................. 742.03
SOT 0.00 OTHER PAY/BENEFITS........... .. 34.40
LOT 0.00 TOTAL GROSS Pkf................. 776.43
DED/BEN 43.43 NET PAY......................... 570.60
---------- --- -- - ' - -
7, NOMW 1R0 TOTALS REG 48.0 48.0 42.0 37 0 22.0 0.0 0.0 197.0 134,03 2946.27
OYT 0.5 0.5 2.0 1.0 0.0 0.0 0.0 4.0 48.57 99.05
GROSS THIS JOB.................. 3046.12
TOTAL ALL JOBS.................. 4211.34
1plEavill
JAN '-9 14111
CITY OF RENTON
Engineering Dept.
;-ape & bons t'onstructicn, lnr . XX Prime _ Sub
9,12 State Highway 16, NW, Uiq Harbor, WA Yd335
Payroll Number #9 For Week Ending 1- 24-HH
Project b Location: 84th Avenue South Steel WAtermain
Project or L:ontract Number : CA6 065-87
Date: 1-21I -dd
i , L'hristine L . Woods, Contract Administrator do hereby
state:
1 ) that 1 pay or supervise the pryment of the persons
employed by Pape & Sons Lonstruction, Inc. . on the
84th Avenue South, Renton ; that durinq the payroll period
commencing on the ld day of January , IYdd, and endinq the
24 day at January , IYEIH, all persons employed oii said
project have been paid the full weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or on behalf at said Pape & Sons L:onstruction,
)nc . , from the frill weekly wages earned by any person and
that no deductions have Seer made either directly ur
indirectly from the full wages earned by arty person , other
than permissible deductions as defined in Hequlations, Part
3 (2Y CFH Subtitle A) , issued by the Sec. of Labor under the
L:opeland Act, as amended (48 Stat. 448, 63 Stat. tOOd, 72
Stat. 967; 76 Stat. :iS'/; 40 II.S.L:.276e ) , and described helow:
---------------- --------------------- ------ - ----- - -------- ---- - -
2) that any payrolls otherwise under this contirart required
to be submitted for the above period are correct and
complete; that the wage rates contained in any wage
determination incorporated into the contract; that the
classifications set forth therein for earh laborer or
mechanic_ conform with the work he performed.
3) that any apprentices employed in the above period are duly
registered in a bona tide apprenticeship program registered
with a State apprenticeship agency recognized by the Hureau
of Apprenticeship and training, U.S. Dept. of Labor , or it no
su: h recognised agency exists in a State, are registered with
the Hureau of Apprenticeship and Training, U.S. Dept. of
labor .
4 ) that : a.WHLHE FH1NUE HENEFITS' ARE PAID M APPHUVEI) PLANS,
FUNDS, OR PRUUHAM5 XXX -In addition to the basic hourly waqe
rates paid to each laborer or mechanic listed in the above
reterenced payroll , payments of fringe henefits as listed in
the rontract have been or will be made to appropriate
programs toy, the benefit of such empluyees, except .is noted
in section 4(c ) below.
h. WHEHE FRINGE HENEl11S AHF PAIL IN LASH - - _ Lach laborer or
mechanic listed in the above referenced payroll has been
pairl, as indicated on the Payroll , an amount not less than
the sum of the applicable basic hourly wage rate plus the
amount of the required f- inye benefits as listed in the
contract, except an noted n Section 4(c ) below.
r . EXLEPIMNS Craft: Explanation
Remarks:
Christine L . Woods, l:urttrnct Hdmimistratar �����(7(�
Signature:
JAN 9 EMTU
CITY OF RENTON
Engineering Dept.
1�
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB a 180 DATE: 01/20/88
Month a 1 Week a 2 =__�=-7-;i==- c=--- _--- r�
PAGE: 1
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tus Wed Thr Fri Set Sun TOTAL RATE GROSS
---------------------- -------------------- ---- ------- - ----- ------- ------- ------- ------- ------- ------- ------- -------- 4
PAPE, JAMES C. FOREMAN REG 0.0 8.5 8.0 7.5 0.0 0.0 0.0 24.0 18.00 432.00 }f
1716 145TH ST CT NW OVT 0.0 0.0 1.0 0.0 0.0 0.0 0.0 1., 27.00 27.00
GIG HARBOR, WA
4i 335
Empla 49 534-66-624C
Exempt: 0
AM INOTAN/AL NAT FICA 51.91 CKa 6017 GROSS THIS JOB.................. 459.DD
FWT 120.97 TOTAL ALL JOBS.................. 630.00 1
SWT 0.00 OTHER PAY/BENEFITS.............. 132.55
LWT 0.00 TOTAL GROSS PAY................. 762.55 I
DED/BEN 198.31 NET PAY......................_.. 391.34 E
--------------•-------------------------------------------------------- -------- ----------------------------------------------- --
GARCIA, GUILLERMO LABORER REG 0.0 8.5 9.0 7.5 2,0 3.0 0.0 27.0 14.38 388.26
286,11 PACIFIC HWY OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL WAY, WA
98003
Empla 72 564-35-2340
Exempt: 0
HISPANIC FICA 34.90 CKa 6021 GROSS 1415 JOB.................. 388.26
FWT 89.86 TOTAL ALL JOBS.................. 460.16
SOT 0.00 OTHER PAY/BENEFITS.............. 52.14
LWT 0.00 TOTAL GROSS PAY................. 512.30
DED/BEN 31.95 NET PAY......................... 355.59
JORGENSON, DAVID PIPE,AYER REG 0.0 0.0 8.5 2.5 0.0 0.0 0.0 11.0 14.85 163.46
PO BOX 160 OVT V.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
WAUNA. OA
98335
Empla 28 537-64-9755
Exempt: 1
CAUCASIAN FICA 28.69 CKa 6013 GROSS THIS JOB.................. 163.46
FWT 55.29 TOTAL ALL JOBS.................. 401.22
SOFT 0.00 OTHER PAY/BENEFITS.............. 18.36
LWT 0.00 TOTAL GROSS PAY................. 419.58
DED/BEN 24.30 NET PAY......................... 311.31
--------------------------------------------------------------------------------------------------------------------------------
BADERDEEN, SAMUEL R. LABORER REG 0.0 0.0 9.0 0.0 0.0 0.0 0.0 9.0 14.38 129.42
2609 57TH ST CT NW OVT C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335 FLAGGER REG 0.0 0.0 0.0 1.9 0.0 0.0 0.0 3.9 10.78 32.34
Zmpla 2 539-72-4849 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
Exempt: 1
CAUCASIAN FICA 28.02 CK4 6004 GROSS THIS JOB.................. 161.76
FWT 52.66 TOTAL ALL JOBS.................. 391.84
SWT 0.00 OTHER PAY/BENEFITS.............. 19.04
LWT 0.00 TOTAL GROSS PAY................. 410,88
DED/BEN 25.20 NET PAY......................... 305.00
ROLL,.3, PENNY A. FLAGGER REG 0.0 8.5 9.0 7.0 0.0 0.0 0.0 24.5 10.78 264.11
10606 99TH ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
9830
r^
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB 8 180 DATE: 01/20/80
Month t I Week 8 2 PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Man Tue Wed Thr Fri Set Sun TOTAL RATE GROSS
---------------------- ------------------- ---- ------- ------- ------ ------- ------ ------- ------- ------- ------- --------
Emp18 53 529-21-2676
Exempt: 0
CAUCASIAN FICA 18.88 OKI 6018 GROSS THIS JOB.................. 264.11
FWT 3'.95 TOTAL ALL JOBS.................. 264.11
SWT 0.00 OTHER PAY/BENEFITS..... ........ 21.32
LWT 0,00 TOTAL GROSS PAY................. 285.43
OEO/BEN 28,18 NET PAY......................... 206.42
HILLIARD, WALT LABORER REG 3.0 0.0 f.0 0.0 0.0 0.0 0,0 9.0 14.38 129.42
3309 TARA80CIA ST 0VT 0.0 0.0 0.0 0.0 0.0 D ^ 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp18 26 538-66-2840
Exempt: 1
CAUCASIAN FICA 31.48 CN8 6012 GROSS THIS JOB.................. 129.42
FWT 66.21 TOTAL ALL JOBS.................. 388.26
SWT 0.00 OTHER PAY/BENEFITS.............. 14.78
LWT 0.00 TOTAL GROSS PAY................. 463.04
DED/BEN 30,15 NET PAY......................... 335.20
--------------------------------------------------------------------------------------------- ---------------------------------
BALDWIN, MIKE LABORER REG 0.0 0.0 0.5 0.0 0.0 0.0 0.0 8.5 14.38 122.23
4302 MADRONA LANE OVT 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp18 3 532-T4-3777
Exempt: 0
CAUCASIAN FICA 12.85 CK8 6005 GROSS THIS JOB.................. 122.23
FWT 23.73 TOTAL ALL JOBS.................. 179.75
SWT 0.00 OTHER PAY/BENEFITS.............. 8.50
LWT 0.00 TOTAL GROSS PAY................. 188.25
DED/BEN 11.25 NET PAY......................... 140.42
-------------------------------------------------------------------------------------------------------------------------------
JOB NUMBER 190 TOTALS REG 0.0 25.5 61.0 27.5 2.0 0.0 0.0 116.0 111.94 1657.24
OVT 0.0 P.0 1.0 0.0 0.0 0.0 0.0 1.0 21.00 27.00
GROSS THIS JOB.................. 1688,24
TOTAL ALL JOBS.................. 2715.34
Pape 6 Sons C0nstrUCt16r1, lnL , XYX . _Pr ime _ Sub
Y512 State Highway 16, NW, Rig Harbor , WA YHH:iS
Payroll Number #8 For Week Lnding 1-17-88
Project 6 Location: 84th Avenue South, Renton
Project or Contract Number: CA6 065-87
Date: 1-22-88
1 , Christine L . Woods, Contract Administrator do hereby
state:
) ) lhat 1 pay or supervise the payment of the persons
employed by Pape & Sons Construction, Inc . , on the
84th Ave. Renton ; that during the payroll period
commencing on the 11. day of January , IY98, and ending the
17 day of Januor� , )4HH, all persons employed on said
project have been paid the lull weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or an behalf at said Pape S Snris Construction,
lnL . , from the full weekly wages earned by any person and
that no deductions have been made either directly or
indirectly from the toll wages earned by any prison , other
tnan permissiule deductions as defined in Regulations, Part
3 (29 CFFR Stebtitle A) , issued by the Sec , of Labor under the*
Copeland Act, as amended (48 Stat . 948, 63 Stat. t000, 'le
Stat . 967; 76 Stat, JbV, 40 U.S.C.276c) , and described below:
2) lhat any payrolls otherwise under this contract required
to be submittee tar the above period are corr«ct and
complete; that the wage rates contained in any wage
determination incorporated into the contract; that the
classifications set forth therein for each laborer or
mechanic contorm with the work he performed.
&) 'that any apprentices employed in the above period are duly
registered in a bona tide apprenticeship program reyittereed
with a State apprenticeship agency recognized by thr ldurvau
of Apprenticeship and (raining, U.S. Dept . at Labor , or it no
such recognized agency exists in a State, are registered with
the Hureau of Apprenticeship and )'raining, U.S. Dept. at
Labor .
It ) lhat : a.WHEHE FH1NUL DENEI- 11S ARE PAID lU APPRl.IVED PLANk ,
FUNDS, DR PROGRAMS axx� In addition to the basic. hnurly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will tie made to appropriate
-^.^,rams -•,. tLc .. :,,E i'ii u,- a:,•-h rnipl•,yeee, kkALept as nuteu
r,i section 4(c) below.
u. WHLHE FHINUL HLNEFIIS ARE PAID 1N CASH Each laborer of
mechanic listed in the above referenced payroll has heert
paid, as indicated on the payroll , an amount not less than
the sum of the applicable basic hourly wage rate plus the
amuunt of the required fringe henetits as listed in the
contract, except an noted n Sectiun 4(c ) below.
c . EXCEPIIUNS Craft: Explanation
Remarks:
Christine L. Woods, Contr 't-Administrator
Pape 6 Sons Construction, Inc. _^" Prime _ _Sub
9512 State Highway 16, NW, Gig Harbor , WA 98335
Payroll Number / For Week Ending Y . ;
Project S Location:
Project or Contract Number.-
Date: /- / I/ J�
I , Christine L. Woods, Contract Administrator do hereby
state:
1 ) That I pay or supervise the payment of the persons -
employed by P�pe L Sons Construction, Inc. , on the
r� iu,l otwflt !!44 iJk`'' q that duringthe payroll
p y period
commencing on the day of , 198b, and ending the
' day of , 1988- all ❑ersnnn emrl -;red cn s:.id
project have been paid the full weekly wages earned, that no
rebates have been or will be made either directly or
indirectly to or on behalf of said Pape & Sons Construction,
Inc . , from the full weekly wages earned by any oerson and
that no deductions have been made either directly or
indirectly from the full wages earned by any person , other
than permissible deductions as defined in Regulations, Part
3 (29 CFR Subtitle A) , issued by the Sec. of Labor under the
Copeland Act , as amended (48 Stat. 946, 63 Stat . 1008, 72
Stat . 967; 76 Stat . 357; 40 U.S.C.276c) , and described below:
----------------------------------------------------
2) That any payrolls otherwise under this contract required
to be submitted for the above period are correct and
complete; that the wage rates contained in any wage
determination incorporated into the contract ; that the
classifications set forth therein for each laborer or
mechanic conform with the wort: he performed.
:3) That any apprentices employed in the above period are duly
registered in a bona fide apprenticeship program registered
with a State apprenticeship agency recognized by the Bureau
of Apprenticeship and Training , U.S. Dept . of Labor , or if no
such recognized agency exists in a State, are registered with
the Bureau of Apprenticeship a -)d Traininq , U.S. Dept . of
r.abor .
4) That : a.WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,
FUNDS, OR PROGRAMS _ X_ In additio.i to the basic hourly wage
rates paid to each laborer or mechanic listed in the above
referenced payroll , payments of fringe benefits as listed in
the contract have been or will be made to appropriate
progrnms for the benefit of such employees, except as noted
in section 4(c ) below.
b. WHERE FRINGE BENEFITS ARE PAID IN CASH _ Each laborer or
mechanic listed in the above referenced payroll has been
paid , as indicated on the payroll , an amount not less than
the sum of the applicable basic hourly wage rate plus the
a MOUl'1t of the required fringe benefits as listed in the
contract , except an noted n Section 4(c ) below.
c . EXCEPTIONS Craft: Explanation
Remarks:
Christine L.. Woods, Contract Administrator
Signature:
raPE 6 soes coesrRucttoN, INC.
r
r
CERTIFIED REPORT JOB A 1BO DATE: 01/14/88 E
PAGE: I
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- -------------------- ---- ------ ------- ------- ------- ------- ------- ------- ------ ------- --------
ROLLINS, PENNY A, OPERATOR REG 8.5 8.a 8.5 8,0 0.0 0.0 0.0 33.0 16.6E 550.29
10606 99TH ST CT E OVT 0.0 0.0 0.0 °.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, NA
96373 !
Empll 53 529-21-2616 V
Exempt 0
CAUCASIAN FICA 39.35 CKN 5993 GROSS THIS JOB............ ..... 550,28
FWT 74.87 TOTAL ALL JOBS-.... 550.28
SWT 0.00 OTHER PAY/BENEFITS.............. 28.72
LWT 0.00 TOTAL GROSS PAY................. 579.00
DED/BEN 37,96 NET PAY......................... 426.81
--------------------------------^--------------------------------------------------------------------------------- ---------
PAPE, JAMES C. FOREMAN REG 8.0 8.6 8.0 8.1 8.0 0.0 0.0 40.0 18.00 720.00
1716 145TH St CT NW OVT 0.5 0.0 0.0 0.0 0.5 0.0 0.0 1.0 21.00 27.00
GIG HARBOR, WA
98335
Emp1A 49 534-66-6240
Exempt: 0
AM INDIAN/AL NAT FICA 53.41 CKA 3992 GROSS THIS JOB-............... 747,00
FWT 126.85 TOTAL ALL JOBS. ................ 747.00
SOT 0-00 OTHER PAY/BENEFITS.............. 35.68
LWT 0.00 TOTAL GROSS PAY................. 782.68
DED/BEN 197.16 NET PAY......................... 405.26
----------------------------------------------------------------------------------------------------------------------------------
JORGENSON, DAVID PIPELAYER REG 8.0 0.0 0.0 0.0 0-0 0.0 0.0 8,0 14.86 118.88
PO ROX 160 OVT 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.5 22.30 11.15
WADNA, WA
98335
Empll 28 537-64-9755
Exempt: 1
CAUCASIAN FICA 45.95 CK1t 5988 GROSS THIS JOB.................. 130.03
FWT 120.12 TOTAL ALL JOBS.................. 642.70
SOT 0.00 OTHER PAY/BENEFITS.............. 28.56
LWT 0.00 TOTAL GROSS PAY................. 611.26
DED/BEN 37.80 NET PAY......................... 459.39
-----------------'------------------'----------------------------------------------------------------------------------------
GARCIA, GUILLERMO LABORER REG 8.5 8.5 8.5 0.0 8.5 0.0 0.0 33.5 14.38 481.73
28631 P4CIFIC HWY OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL MAY, NA
98003
Empll 72 564-35-2340
Exempt: 0
HISPANIC FICA 34.44 CKA 5996 GROSS THIS JOB.................. 481.73
FWT $8.05 TOTAL ALL JOBS.................. 481.73
SWT 0.00 OTHER PAY/BENEFITS.............. 22.78
LWT 0.00 TOTAL GROSS PAY................. 504.51
DED/BEN 30.15 NET PAY......... ................ 351.86
BADERDEEM, SAMUEL R. LABORER REG 8.5 8.0 8.0 8.0 0.0 0.0 0.0 32,5 14.38 457.35
1609 S7TH ST CT NW OVT 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR. WA
98335
,-
0
('-�PAPE 6 SONS CONSTRUCTION, INC,
CERTIFIED REPORT JOB A 180 DATE: 01/14/08
Month A l Week A l =_____:______________________ PAGE: 2
gg
t
XLOYEE INFORMATION CRAFT DESCRIPTION TYPE Man Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
--------------- ------------------- ---- ------- ------- ------- ------ ----
--- ------- ------- ------- ------- --------
EmplA 2 539-72-4849
Exempt: 1
CAUCASIAN FICA 37,53 CKA 5979 GROSS THIS JOB.................. 467.35
FWT 89.90 TOTAL ALL J06S.................. 514.87 j
SWT 0.00 OTHER PAY/BENEFITS.............. 24.82 !,
LNT 0.00 TOTAL GROSS PAY................. 549.69 {
OE0/BEN 32.85 NET PAY......................... 389.41 f
--------------' --------------------------------------------------------------------------------------------------------------
BENNETT, KENTON TRK DRIVER REG 3.0 0.0 8.0 8.0 6.5 0.0 0.0 25.5 17.59 451,10
202 SANDY POINT W. OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, NA
98335
Emp7A 5 538-70-2757
Exempt: 1
CAUCASIAN FICA 47.69 CKA 5981 GROSS THIS JOB.................. 451.10
FWT 136.60 TOTAL ALL JOBS.................. 574.93
SWT 0.00 OTHER PAY/BENEFITS.............. 118.52
LWT 0.00 TOTAL GROSS PAY................. 693.45
OED/6EN 35.10 NET PAY......................... 474.06
------------------------------------------------- ---------------------------------------------------------------------------
JOB NUMBER 1B0 TOTALS REG 44.5 32.0 41.0 32.0 23.0 0.0 0,0 172.5 95.99 2789.34
OVT 1.0 0.0 0.0 0.0 0.5 0.0 0.0 1.5 43.30 38.15
GROSS THIS JOB.................. 2821.49
TOTAL ALL JOBS.................. 3521.51
U.S. DEPARTMENT OF LABOR MONTHLY EMPLOYMENT I COVERED AREA(SMSA OR EA) ] CURRENT GOALS REPORTING PERIOD
Employment StandardS Administration, OFCCP UTILIZATION REPORT King County 12-1-87
rina re rl is MINORITY'. FROM _
pe repuie d by Executive Order n and Sec.Oat.Failure to ripen can d roil in le for Ita being caern"int ] EMPLOYERS 1D.MO.
Contracted or auapendrr0 m whole or in pan and the Cwlnactw may M declared ineligible for IunMf GOVMnmenl 91-1043352 12-31-87
CrMtracls Of Iedenlly eaaiapd construction conktKtf. FEMALE: —_ TO
LOCATION OF CONTRACTOR FEDERAL
OODBi Specification No. — O L - - paTp big Construction, Inc. FUNOING
Ownpllon: r{' YII�.R./ �n e• .*_ 4,Wkee4xt.Tr}`- 9512 State Highway 16, NW AGENCY
Name of Prime ContraCtorr:/� /�y /'�.E 'uLrG2/rc,�-/ 4" Gig Harbor, WA 98335
)at
�/ 6.WORK HOURS OF EMPLOYMENT (Federal 8 Non-Federal) 9. lo.
611. a0. 6C. ad N. 7. a TOTAL TOTAL
AMERICAN NUMBER OF NUMBER OF
CONSTRUCTION TOTAL ALL BLACK ASIAN OR INMAN OR MINOR4TV FEMALE EMPLOYEES MINORITY
TRADE LASSIFICATIONS EMPLOYEES (Not of HISPANIC PACIFIC ALASKAN PERCENTAGE PERCENTAGE EMPLOYEES
_ YTRA Ni tic tYr in _ ISLANDERS _ NATIVE
M f M F M F AI - � T M F M
Fl gger Journe crone, 189 _ 1 3% 3 1
PPRENTI
Laborer Jrn AamaeEz Wkr. 300 -- qy% 8--
i
SUB-TOTAL
perator Journey worttar 162. 61% 3 1 1
APPRENTICE
TRAINEE
SU&TOTAL
Foreman Journey Caner 40.5 130. 50 2 1
APPRENTICE
TRAINEE
SUB-TOTAL
Truck Driver Jo,2MU vorker 1
• APPRENTICE
TRAINEE
SUB-TOTAL
Pipelayer +pDT�»pr•r, _ 9%171.5_ _ 5,5 , _ _-__
APPRENTICE I
TRAINEE
SUB-TOTAL
TOTAL JOURNEY WORKEr, 1095(103. F) 144 130-� 25% 9% 19 2 3
TOTAL APPRENTICEP
TOTAL TRAINEES
-iRANP T01 Al c . "ft ..nT 1 ,t,. " _
W, _
't i'Oa 14• 'JFFI IAl S SITiNA TAPE AND TITLE � "` TH.E PH� CIE NUMRFIi in^tin� rn�'.ndel 19 DATE r IC NFF PAGE
Christine L. good=•, on act ,l miniS[ r+tor i ZOf)) 83',-6040 ( Tinua-y 9 ry'!' ( 1 1
Of ._
•err��,.. . .- .nn .x. .... ..� .•..a. Yr.-.�....:..n MnrvnM�iRd ininY rr avMwnfnnn FORM CC-9571RM a/7a1
0505 131.J(RI41) DSHS 13-1 rJ(R,811
_ - STATE OF WASHING,ON }Ate ` { I . TATE OF WASHINGTON
�. DEPgNTMENT OF SOCIAL AND HEALTH SEP..-, I ) \, i DEPARTML. . OF SOCIAL AND HEALTH SERVICES J
WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS
SAMPLE COLLECTION: READ INSTRUC-i,JNS ON BACK OF GOLDENROD COPY SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY
If instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected.
i
I. DATE COLLECTED ]TIME COLLWTED COUNTY NAME DATE COLLECTED TIME COL E QED CWNTY NAME
MONTH [[ca gYEAR 5(J V M TM / WY pYaEAR > t�
l� Q AM ❑ PM 1�I I�6 O a p AM ❑ PM
TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: 1.
�pPUBLIC E G aee PUBLIC p E CUSS
T ❑ INDIVIDUAL I•D. No. I I.D. No. 7 O S 0 ( 1 3 a 4
leww. O IV .no.no , I.. 2 3 4 lI ❑ INDIVIDUAL I
R.nn a.vr I•.wemcN
NAME OF SYSTEM NAME OF SYSTEM
C 11 of REHV'tZfnl ! CIS Y 0� KLN'('dw
SPECIFIC LOCATION WHERE SAMPLE COLLECT SY$iB/ON161/Mpt NAME AND TBFNIOFE NO. SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSTEM WW/MCP.NAME AND TELEPHONE NO
%-� '14"°A�PM fir,, rises d�ip5784t: Alf """" lkw Gk�
lkw T ? RY 21 ► 60 ( ) Z'3S 1f31 1 wAr� S.171�5Y jar 31HryZ ( )13S ?1.51
II SAMPU COLLECTED RY:(Name) SAMPLE COLLECTED 8 :IMaewl
Af�mm, Ofoun,_ (�,�T `k�c(r{rN: I ADirttt Chtat,L , (own. lmecmlL -
SOURCE TYPE - fir. I SOURCE TYPE
❑ SURFACE ❑WELL ❑SPRING ❑ PURCHASED )dCOMBINATION ❑SURFACE ❑WELL ❑ SPRING ❑ PURCHASED Ma1NATION
((( W OTHER or OTHER
SE 9 REPO T To-{Pnm:us Name ana ZID Oodel S REPAO O:IPhnl Full N�q � �a.end 21P OmexT,_
1�11 (� 1'\��RtD/1 ll Clv•1`a
—(J CXJ I t ill, of S _ 1 700 h1111 hUr t_�T
rnFc WASHINGTON yRRC (, _ 7CITIG� IH
WASMGTON?L
TYPE OF SAMPLE TYPE OF SAMPLE
kMc.<^IY eM,n Inn caumnl ICticY anM aw xl IM.�uMmn1
I - t
1. ❑ DRINKING WATER ❑ CMorinal6a(RealdWI:—Total_Freer 1. ❑ DRINKING WATER ❑ Chlorinated(Residual:_Total_Freei
check treatment•—)• Filtered I check treatment—► ❑ Filtered
❑ Untreated or Other I ❑ Untreated or Ofher
Z. &RAW SOURCE WATER � 2. RAW SOURCE WATER
3. E'!'NEW CONSTRUCTION or REPAIPS 3.� NEW CONSTRUCTION or REPATRS
4. ❑ OTHER(Specify) 4. ❑ OTHER(Specify)
COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE
v �
PREVIOUS LAB N0. I PREVIOUS LAB NO
PREVIOUS SAMPLE COLLECTION DATE j PREVIOUS SAMPLE COLLECTION DATE _
REMARKS: I REMARKS:
Mop 49Z9 Ct1u 615C CT / �1'fc stE _ ; w-o i1 4U4 G1t• Vie efv Sprrj� 2 A 5
'LABORATORY RESULTS(FOR w USE ONLY) LABORATORY RESULTS Fm LAB UsE ONLY)
MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED + MPN.000FORM STD PLATE SAMPLE NOT TESTED
/1 BECAUSE: -l BECAUSE:
�15.w' .'. /MI .��51w.Pmmt. /r,
MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old I MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old
h 1. ❑ Confluent Growth ❑ Not in Proper Container 1 h m 1. ❑ Confluent irowlh ❑ No(in Proper Container
MF COLIFORM MF COLIFORM
2. ❑ TNTC 0Insufficient Information 2. ❑ TNTC Insufficient Information
I00 m1 Provided—Please Read I IOp m! Provided--Please Read
Instructions on Form Instructions on Form
FECAL COLIFORM 3. ❑ Excess Debris FECAL COLIFORM3. Excess Debris
i
❑ MPN ❑ MF 4 ❑ MPN ❑ MF 4
Ioo ml I00 ml
FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE:
C SATISFACTORY ❑ UNSATISFACTORY in SATISFACTORY ❑ UNSATISFACTORY
SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS
LAB NO, 1 7TE.TIME RECEIVEO- ED BY i LAB NO. DATE.TIMERECEIVED- RECEIVED BY
GATE REPORTED] \_/ lAaOMTdtY: � a � DATE REPORTED - LAaG11/ITORY:
tl
REMARKS f
I REMARKS
II
WATER SUPPLIER COPY �, 1 WATER SUPPLIER COPY er
• WN5 1111J IHIaII DSHS 1111J 1H I,e 11
STATE OF WASHINGTON {�L; ` `' �I „sr'FATE OF WASHINGTON
DEPARTMENT OF SOCIAL AND HEALTH SERIi. S \ ,J `„/ DEPARTMf. JF SOCIAL AND HEALTH SERVICES
WATER BACTERIOLOGICAL ANAI YSIS WATER BACTERIOLOGICAL ANALYSIS
SAMPLE COLLECTION:READ INSTRUCTIONS ON BACK OF WLOEF ROD COPY SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY
If Instructions are not followed,sample will be rejected. i ii , If instructions are not followed,sample will be rejected.
I
'DATE COLLECTED TIME COLLECTED COUNTY NAME IDATE COLLECTED TIME COLLECTED COUNTY NAME
MONTH DAY YEAR I MONTH DAY YEAR `U
1 6 ?8 M)AM o kir,4 _ �� {( $� 4�AM ❑PM kihlla
TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: i TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE:
�IIBLIc I.D. No. ''7 � ytRCLE CLASS T f�0 IN I.D. No. 7 ( 8 7 0 L Y' CLASS
❑ INDIVIDUAL / d 5 L /� ❑ INDIVIDUAL
a•,Nr dW 1 a•q,rcH IMrFF a•/1 MIOPVI
NAME OF SYSTEM I NAME OF SYSTEM
City aw REK-�614 . 1 61,1 o
SPECIFIC LOCATION WHERE SAMPLE COLLECTLO SYSTEM DNNERINKY+ NAME AND TELEPHONE NO. P SPECIFIC LOCATION WHERE SAMPLE COLLECTS SYSTEM MWVKR IMME AND TEIFAOIa ND.
iiw.s.Hnw w�" IlH aleleK wm.mI ewWft F"wik, Mid IeVMMN
, sry lle SB kM GtSPYt qLt- yq A11f SD• {CtP1 (1 SOA
"N ✓ 132�5� S1n13-09 ( ) 2.35 ?631 Bkl a liAAt- � ) 3A ' 701
! SAMPLE COLLECTED BY:Hamel SAMPLE LEGTED BY:INrPnM
ARDokj , CAfol,e - (MtsN. IhSQ. _ Almi, _ KAfrtta- f`mjs(- IMt)•
SOURCE TYPE SOURCE TYPE �OAt
❑ MTHIERTION ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED �"'eF oTHI�
SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED 9CO TIDN
SEIA REPORT T,Q(Prim Full N .��9 «.aMpp code) SEND REPORT Tor. mt Full NWI pq� I rid Zip 1
(-� L� 1'hrliR. fl11UTh�YI ✓ ,IV, aI !.� KC"V lE l) 'I , n�,/
�U700 vw( ut Se r p II 760 N 1U. 'A VE Se -
Q(F.1rn WASHINGTON Fm ! grntvM WASHINGTON
TYPE OF SAMPLE I TYPE OF SAMPLE
I IGac.o•n wv �IHr�numq � Icnec+oniy.w n lnis cdumN
1, ❑ DRINKINGWATER ❑ Chlorinated(Resldml:—Total_Free) 1. ❑ DRINKINGWATER ❑ Chlor..nated(Realdual:_Totai_Flee)
check treatment—j, ❑ Filtered �I check treatment—)► ❑ Filtered
❑ Untreated or Other ❑ Untreated or Other
2. ❑ RAW SOURCE WATER 2. 0,,ram,,,���nnnnrr�LRAW Sr"1RCE WATER
3. rN INEW CONSTRUCTION a REQ MBS 3. NEW CONSTRUCTION or REPAIRS
4. OTHER(Specify) 4. OTHER(Specity)
COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE 15 A CHECK SAMPLE
PREVIOUS LAB N0. PREVIOUS LAO NO,
PREVIO,'S SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE
REMILRKS/:�op]^ / I 1 rI REMARKS:
tiTp 4q 111"I T06 (tV J CJ -
LA13ORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS FOR LAB USE ONLY)
' MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED F MPN-COLIFORM STD PLATE COUNT SIMPLE NOT TESTED
i /'�,
/ I / BECAUSE: 1j\ / I BECAUSE:
I_„ 5�w»•oosn« m1
i
MPN DILUTION TEST—UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old
ADO ml r AM mi
1. ❑ Confluent Growth ❑ Not in Proper Container � ( 1. ❑ Contlw ❑nl Growth Not In Proper Container
MF COLIFORM I MF COUFORM
Q. ❑ TNTC ❑ InsuProvided—Please
Information - Z..❑ TNTG ❑ insufficient learle ation
Read
Ai Go MI Provided—Please Read � AoD Provided—Please Read
Instructions on Form ' Instructions on Form
s, FECAL COUFORM 3• ❑ Excess Debris I FECAL COUP RM 3. ❑ Eacus Debris
t ❑ MPN ❑ MF 4 ❑ 1itp ❑ MPN ❑ MF 4 ❑ El❑
i AaD ml Ill A00 mi
i< FOR DR)NKING WATER SAMPLES ONLY.THESE RESULTS ARE: I FOR DR�NKING WATER SAMPLES ONLY.THESE RESULTS ARE:
Q SATISFACTORY ❑ UNSATISFACTORY CYSATISFACTORY ❑ UNSATISFACTORY
SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS
LAB NO. DATE.I TIME RECEIVED— RECEIVED BY LAB NO. DATE,TIME RECEIVED— RECEIVED BY
o I • 1 J))JJ /L
DATE REPORTED I' LABORATORY: I DATE REPORTED LABORATORY: l
1 r jf
REMARKS REMARKS
WATER SUPPLIER COPY tee II WATER SUPPLIER COPY IDe
R
`. py15 131131N1 pI,
p �
1 \j STATE OF WASHINGTON
• "• � _,J DEPARTMENT OF SOC.AL AND NEALTN SERVICES`"J
WATER BACTERIOLOGICAL ANALYSIS
SAMPLE COLLECTION:READ INSTRUCTIONS ON BACK OF GOLDENROD COPY
If instructions are not followed,sample will be rejected.
j DATE COLLECTED TI COLLECTED COUNTY NAME
MONTH LIMY YYE R VING
' 6 i AM ❑ PM
TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE:
PUBLIC E G1ASS 1
j ❑ rNDWIOUAI I.D. No. 8 5 Q L I z 3 a {
3 NAME OF SYSTEM
611Y of 'REKNO
SPECIFIC LOCATION WHERE SAMPPLEE CyO�LLLECTEO SYSTEM OWNER/MGR.NAMEANOTEUM, No, li
UI4271�te riV`3,1�0 69NibG 44o''t'�*,d.J
&h Rt2o 1
SAMPLE COLLECTED BY;(N&-W ,
ABDoot" CAI G%i. 6sP&-TaL-
SOURCETYPE I
.
❑SURFACE ❑ WEL_ ❑SPRING ❑ PURCHASED )OCOMBINARTON
MOTHER
S RE ( nt Fun aItl
zoo WILL, A III So-
T:rn�Ym $GSS
WASHINGTON
TYPE OF SAMPLE
ICMC\pYy pM In INr[pWnM
I
1. ❑ DRINKINGWATER r❑I Cmorinated(Residual:_Total—Frsel 1
wreck Irealment�� II-J-� Filtered I
D Untreated cr other
Z. RAW SOURCE WATER
{ 3. L]I NEW CONSTRUCTION dPREF0% —
I( 4. ❑ OTHER(Specify(
i COMT LETE IF THIS SAMPLE IS A CHECK SAMPLE i
PREVIOUS IAB NO.
PREVIOUS SAMPLE COLLECTION DATE
i ARE^�RKS:
s I•nY !Rc;a� UJ 925" 1U.0. 44$4 �I:r� IG4 5
`5 LABORATORY RESULTS(FOR LAB use ONLY)
MPN-COUFCRM STD PLATE COUNT SAMPLF"NOT TESTED
"\ BECAUSE;
_�5lmn pwnw /ml
1 MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old
y100 ml 1. ❑ ConfIUe-t Gf"m ❑ Not In Proper Conlalner
MF COLIFORM 1
Z. ❑ TNTC' ❑ Insufficient Information
/100 m Pro,ridee—Please Read
Instructions on Form
FECAL COUFORM 3. -� Excess Debris
❑ MPH ❑ MP 4 ❑ ❑ 1
AIDO mI
I
FOR..,E,e),RINKING WATER SAMPLES ONLY,THESE RESULTSARE: 1
tL SATISFACTORY ❑ UNSATISFACTORY
SEE REVERSE SIDE OF GREEN GOPY FOR EXPLANATION OF RESULTS
LAB NO. DATE TIME RECEIVED— RECEIVED BY
DATE,REPORTED / LABORATORY:
C.
REMARKS
*"TER SUPPLIER COPY ®,
Wyn.rAo a Ve.nww..N r y.MA Yrtl b1 a11>I b b,'n OWN!•..�M
ry (7-.
v
NO CARBON PAPER NEOUMEO T"o a bf111 M Odom—.bWA .61,A�ao ftsft Apq.r m copra M.w.A
1!0:NJ;A1Ia:iw GMn r n:ni 40..x NM rai MI i awm♦NO ��----
DAI Pn'0111Tr
F Meese i ❑ UROENTI
A PAPE & SONS CONSTRUCTION, INC. n , ,A_Np r3 sooM"moms
O 95'. ? State Hwy. 15 N.W. '/ La"No le war
M GIG HAkoOR, WASHINGTON 98335 "
Qrr[ �6at
(206) 851-600 ---
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CERTIFICATION BY GENERAL CONTRACTOR
Ref: Payment of Prevailing Wages
To be submitted to the City with each Progress Payment Request.
Date:
PROJECT: Sµ Qy. STD %^)TR MAIN CAG No. O!� S- 7
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the period ending p EG . Z f98J
in accordance with the Intents to Pay Prevailing 'Wage fi ed wil— th the Washington
State Department of Labor & Industries.
ompany Name /
��rig/e'�i d Q—
lA,Le1' /��TCr�Title
5L.C.CERTIFICATION/DRT:MB
,
U,S. DEPARTMENT OF LABOR r�TN LYH EMPLOYMENT 1 COVEaEO AREA{SMSAOn Eat aENT O:3 CUA is . REPORTWp PE1Npp
Employment Standards Administration,OFCCP ' UTILIZATION REPORT IN,,,, .(Mir.. MINORITY FROM 1—i—RA
This rePorl is reounvd by eecun"Order 112a6.Sec Failure to report Can reeun m contracts oemg cancened. a EMPLOYER i d NL`
te•inura". or suspended In whole or 1n Pan and the contractor may De decisive rnel,gobw to,twthe,Go mhhonl
:ohuacuol teee,auy assisted con.nuchon convects 91-1043352 FEMALE. TO
.r—+y'iaEne,rwiapat.rficahon No. 065-87 NAME AND LOCATtCN OF CONTRACTOR FEDERAL
FUNDING
Description: Pape b Sons Construction, Inc. AGFNCY
84th Avenue South, Steel Main Peplacement 9512 State Highway 16, NW
Name nt Ph"Contractor Gig Harbor, WA 98335
Pape b Sons Construction, Inc.
6.WORK HOURS OF EMPLOYMENT (Federal 8 Non-Federal) a to
W. as Be so Bs. 7 a TOTAL TOTAL
AMERICAN NUMBER OF NUMBER OF
CONSTRUCTION TOTAL ALL BLACK ASIAN OR INDIAN OR MINORITY FEMALE EMPLOYEES MINORITY
TRADE CLASSIFICATIC, EMPLOYEES (Not of HISPANIC PACIFIC ALASKAN PERCENTAGE PERCENTAGE EMPLOYEES
Y TRA _ tMon6 Ong_m) ISLANDERS NATIVE
M f M F M t._._ __M_ ._.- M
Laborers/Flagger Jor apMF_ 5�/g1„ 102.51 ( 1. 221N 19% 1
APPRENTICE
TRAINEE
SUBTOTAL
FOIeaten JawrN.y_worker 16 1149 69°p
APPRENTICE
TRAINEE
SUB-TOTAL
Operator JownaYyome,--- 80 ._53.5 40% 2_. 1_
APPRENTICE_ _
TRAINEE
SUB-TOTAL
Pipelayer JOurne)LwOrker 82.5 8.5 1D.1 2 1
• APPRENTICE
TRAINEE
SUB-TOTAL
Truck Driver APPRENTICE
TRAINEE
swu
1 T iAl
TOTAL yOUR(JEY WOEI t�_ ., 1727. 149 .41.5 17% 8% 15 3 4 1
TOTAL QPRENTICES r
TOTAL TRAINEE..
GRAND TOTAL _
It.COMPANY OFFICIAL'S SIGNATURE ANo TITLE 12 TELEPHONE NUMBER lInclude area Code) -3 DATE SIGNED PAGE
Christine L.- Wood I; Contract Administrator (206) 851-6040 February 4, 1986 i _1 OF
It ILI'
IMA APPRnVai Nn en Is1wF eT.•yyna�Im,R.i Nnnp This farm Is fir,he romplirtad in ink m IVPe then FORM CC-257 May, 9/78)
NAPE 6 SONS CONSTRUCTION, INC.
14) CERTIFIED REPORT JOB I ISO DATE: 01/06/88
Month 1 12 Mak 1 S PAGE: 1
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue wed Thr Fri Sat Sun TOTAL RATE GROSS
-- ----- ---------'--------- ---- ------- ------- ------- ------- ------- ------- ------- ------- -`------
GALLANT, RICHARD FOREMAN REG 2.5 8.0 14.5 0.0 0.0 0.0 0.0 25.0 19.00 415.00
9512 SR 16 NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, NA
98335
Emplt 18 566-58-4144
Exempt: 2
CAUCASIAN FICA 109.36 CKO 5958 GROSS THIS JOB.................. 475.00
FWT 222.70 CKt 5959 TOTAL ALL JOBS.................. 513.00
SWT 0.00 OTHER PAY/BENEFITS.............. 1086.55
LWT 0.00 TOTAL GROSS PAY................. 1599.55
DED/8EN 92.59 NET PAY......................... 1174.90
HANSON, DOUGLAS L. LABORER REG 8.0 8.0 8.0 6.5 0.0 0.0 0.0 30.5 11.55 352,19
527 S. 323RD PL OVT 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.00 0.00
FEDERA' WAY, WA
98003
Emp19 21 538-72-3307
Exempt: 0
CAUCASIAN FICA 48.20 CKS 5959 GROSS THIS JOB.................. 352.19
FWT 105.08 CKt 5960 TOTAL ALL J0BS.................. 654.17
SNT 0.00 OTHER PAY/BENEFITS.,.........._ 56.72
LWT 0.00 TOTAL GROSS PAY................. 710.89
DED/BEN 49.60 NET PAY......................... 509.01
BADERDEEN, SARVEL R. LABORER REG 16.5 16.0 16.0 0.0 0.0 0.0 0.0 48.5 13.79 668.63
2609 57TH ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0'0 0.0 0.00 0.00
GIG HARBOR, NA
96335
Emp10 2 539-72-4849
Exempt: I
CAUCASIAN FICA 51.93 CKt 5952 GROSS THIS JOB.................. 668 63
FWT 96.44 CKf 5954 TOTAL ALL JOBS.................. 697.39
SWT 0.00 OTHER PAY/BENEFITS.............. 63.14
LWT n 00 TOTAL GROSS PAY................. 760.53
DED/BEN 145.83 NET PAY......................... 466.33
-----------------------------------------------------------------------------------------------------------------------------------
PAPE, JAMES C. FOREMAN REG 15.5 16.0 15,0 0.0 0.0 0.0 0.0 46.5 18,00 637.00
1716 145TH ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HAP90R. WA
98335
Emp1N 49 534-66-6240
Exempt 0
AN INDIAN/AL NAT FICA $9.84 CK8 5966 GROSS THIS JOB.................. 837.00
FWT 110.21 CKt 5967 TOTAL ALL JOBS.................. 837.00
SWT 0.00 OTHER PAY/BENEFITS.............. 40.47
LNT 0.00 TOTAL GROSS PAY................. 877.47
DED/BFN 203.49 NET PAY......................... 503.93
-----------------------------------------------------------------------------------------------------------------------------------
ROLLINS, PENNY A. OPERATOR REG 16.5 16.5 18.0 0.0 0.0 D.0 O.D 51.0 16.69 850.43
10606 99TH ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
98373
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB A 180 DATE: 01/06/88
Month 8 12 Week 8 5 =_______________________________= PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mnn Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
--------------------- -------------------- ---- ------- ------- ------ ------- ------- ------- ------- ------- ------- --------
EmplB 53 529-21-2676
Exempt: 0
CAUCASIAN FICA 60.81 CK8 5967 GROSS THIS JOB.................. 850.43
FWT 112.22 CK8 5968 TOTAL ALL JOBS.................. 850.43
SWT 0.00 OTHER PAY/BENEFITS.............. 14.38
LWT 1.00 TOTAL GROSS PAY................. 894.81
DED/BEN 58.66 NET PAY..... .................... 663.12
------------------------------------- -------------- -------------------------------------------------------------------------
BENNETT, KENTON IRK DRIVER REG 4.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 17.69 70.76
202 SANDY POINT W. OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Empli 5 538-70-2757
Exempt: 1
CAUCASIAN FICA 61./4 CNR 5954 GROSS THIS JOB.................. 70.76 i
FWT 149.95 CKA 595E TOTAL ALL JOBS.................. 849.12
SWT 0.00 OTHER PAY/BENEFITS.............. 132.76
LWT C.00 TOTAL GROSS DAY................. 981.88
DED/BEN 51.30 NET PAY......................... 713.19
-------------------------------------------------------------------------------------' i---------------------------------
-----------
GARCIA, GUILLERMO LABORER REG 16.0 16.0 18.0 0.0 0.0 0.0 0.0 50.0 14.38 719.00
28631 PACIFIC HWY OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 1
FEDERAL WAY, WA
98003
EmplB 72 564-35-1340
Exempt: 0
H151ANIC FICA 51.41 CAR 5971 GROSS THIS JOB.................. 719.00
FWT 107.67 CK8 5971 TOTAL ALL JOBS.................. 719.00
SWT 0.00 OTHER PAY/BENEFITS.............. 34.00
LWT 0,00 TOTAL GROSS PAY................. 753.00
DED/BEN 45.00 NET PAY......................... 548.92
-----------------------------------------------------------------------------------------------------------------------------------
JORGENSON, DAVID PIPELAYER REG 16.0 16.0 17.5 7.5 0.0 0.0 0.0 57.0 14.66 847.02
PO BOX 160 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
WAUNA, WA
98335
EmplB 28 537-64-9755
Exempt: 1
CAUCASIAN FICA 64.28 CK8 5962 GROSS THIS JOB.................. 847.02
FWT 137.61 CK9 5953 TOTAL ALL JOBS.................. 899.03
SWT 0.00 OTHER PAY/BENEFITS.............. 41.1/
LWT 0.00 TOTAL GROSS PAY................. 940.17
DED/BEN 54.45 NET PAY......................... 683.83 w
--------------------------------------------'---- ------------------- -----------------------------I-------------------------------
RINEHART, RODNEY OPERATOR REG 8.5 8.0 0.0 7.5 0.0 0.0 0.0 24.0 16.68 400.20
P.O. BOX 775 OVT 0.0 0.0 0.0 9.0 0.0 0.0 0.0 0.0 0.00 0.00
OELFAIR, WA
98528
EmplL 84 534-68-1731
Exempt: 1
CAUCASIAN FICA 54,24 CK8 5973 GROSS THIS JOB.... .............. 400.20
FWT 87.51 CKe 5973 TOTAL ALL JOBS...... ............ 758.71
PAPE d SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB A 180 WE: 01/06/08
Month 1 12 Meek 8 5 PAGE: 3
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Man Tue Mod Thr Fri Sat Sun TOTAL RATE GROSS
--- ------"--- ------------------ ---- ------ ------- ------ ------- ------- ------- ------ -------
SMT 0.00 OTHER PAY/BENEFITS.............. 30.94
LNT 0.00 TOTAL GROSS PAY................. 789.65
DED/BEN 40.95 NET PAY..... ................... 606.95
JOB NUMBER 180 TOTALS REG 103.5 104.5 107.0 21.5 0.0 0.0 0.0 336.5 142.53 5220.23
i
OVT 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GROSS THIS J08—................ 5220.23
TOTAL ALL JOBS.................. 5777.85
U.S. DEPARTMENT OF LABOR PAYROLL OMB ND.:Eapirea: 0430-87 41 09
0-87
WAGE AND HOUR DIVISION
(For Contractor's Optional Use;See Instruction,Form WH-347 Inst.)
NAME OF CONTRACTOR . OR SUBCONTRACTOR ADDRESS ����
Pape S Som cowtructl FOR MSER ENDING --- ----- PROJECT AND li - t 16,ML _-Z;�Har ar FROJ coNTwci No.
MYRI%LR Jamtary 3�1989 _ h_.&TAeuue_South, -------- CA6-06--87
(S) j (6) GAY AND DATE (S) t6) (7) fB) l9)
IE� I DEDUCTIONS NET
ANDo TOTAL RATE GROSS
SOCIIALESECURITYA N NUMBER all ERR AMOUNT WITH � �A WAGES
OF EMPLOYEE CLASSIFICATION HOURS OF PAY EARNED FICA HOLDING OTHER DEDUCIIORS FOR WEER
$;�' HOURS WORRIED EACH DAY TAX
O
O
M
s
s
0 +f
M
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s
S
e
0
FORM WHaa7 (1/68)—FORMERLY SOL im--PUR:HASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS
have been or will be made to appropriate programs for the benefit of such employees,
Date _ ,Tanliar)c_.2.,__1988 except as noted in Section 4(c)below.
rnntrart *chnini trator
1 Ghr1St1S1£'..j, ;y'vx)c (Tine) (b) WHERE FRINGE BENEFITS ARE PAID IN CASH
!Name of signatory pxrty)
do hereby state: —Each laborer or mechanic listed in the above referenced payroll has been paid, as
indicated on the payroll, an amount not less than the sum of the applicable basic
y y Pam Sonc Construction, InC.hourly wage rate plus the amount of the required fringe benefits as listed in the
(1) That 1 pay or su(ervise the payment of the persons employed b contract,except as noted in Section 4(c)below.
ones, x..,...,.l. c,Tth Rp in
_ on the _- (e) EXCEPTIONS
--—,,,orrl e , or subconbe0c,6 --- (8uddmH or worhl
that during the payroll period commencing on the 7R
11117) NA
day of DeCaMbeL_---. __. 19._87., and ending the--a day of_7an"AiRr 19. as
all Persons employed on said project have been paid the full weekly wages earned, that no Fabets •
have been or will be made either directly or indirectly to or on behalf of said
Pape 6 Sons Construction, Inc. _- from the full
(Contraetor or sutmontractoq — -- -
weekly wages earned by any person and that no deductions have been made either directly or indirectlyfrom the full wages earned by any person, other than permissible deductions as defined in
Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as
amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 J.S.C. 276c), and described ---- —— --
below:
(2) That any payrolls otherwlN Yoder this contract required to be submitted for the above
REMARKS
period are correct and complete;that the wage rates for laborers or mechanics contained therein are
not less than the applicable Wage rates contained in any wage determination incorporated into the
If contract;that the classifications set forth therein for each laborer or mechanic conform with the work
he performed.
(3) That any apprentices employed in the above period are duly registerd in a bona fide
apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Department of Labor, or if no such recognized agency
exists m a State, are registered with the Bureau of Apprenticeship and Training, United States
Department of Labor.
(4) That: j%j. D.TITLFI, W s SI ATURE
1.71r slne . ood
Contract Administrator , r ; ;
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR
—In addition. to the basic hourly wage rates paid to each laborer or mechanic listed In SUBCONTRACTORTITLE 1 OF THE TIXNhD STALES COOL
VROSECUTION.SEE SECTION 1001 OF TITLE 1S AND SECTION 231 OF
the above referenced payroll, payments of fringe benefits as listed in the contract
U.S. GOVERNMENT PRINTING OFFICE : 1985 0 - 475-249 ,
6 SONS CONSTRUCTION, INC. r
CERT -IED REPORT JOB % In DATE: 12/29/81
Month 1 12 k•_ak 15 P,efi 5 ______;_________________ PAGE: 1
/2ydxt 4s -a7-E7
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Man Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- -------------------- ---- ------- ------- ------- ------- ------- ------- ------- ------- ------ --------
GALLANT, RICHARD FOREMAN REG 2.5 8.0 8.0 0.0 0 0 0.0 0.0 18.5 19,00 351.50
9512 SR 16 RN OVT 0.0 0.0 0.0 0.D 0.0 0.0 0.0 0.0 0.00 0.00
016 HARBOR, WA
98335
Emp)% 18 566-58-4144
Exempt: 2
CAUCASIAN FICA 54.34 CK% 5958 GROSS THIS JOB.................. 351.50
FWT 110.01 TOTAL ALL JOBS_................ 351.50
SWT 0.00 OTHER PAY/BENEFITS.............. 443.31
LWT 0.00 TOTAL GROSS PAY. ............... 794.81
DED/BEM 45.01 NET PAY........ ................ 584.44
----------------------------------------------------------------------------------------------------------------------------------
HANSON, DOUGLAS L LABORER REG 8.0 8.0 8.0 0.0 0.0 0.0 0.0 24.0 10.78 258.72
527 S. 323RO PL OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL WAY. WA
98003
Empl% 21 538-72-3307
Exempt: 0
CAUCASIAN FICA 18.50 CN% 5959 GROSS THIS JUB.................. 250.72
FWT 35.58 TOTAL All JOBS.................. 258.72
SWT 0.00 OTHER PAY/BENEFITS.............. 16.32
LWT 0.00 TOTAL GROSS PAY................. 275.04
OED/BEN 21.60 NET PAY......................... 199.36
SAOERDEEN, SAMUEL R. LABORER REG 8.0 8.0 8.0 0.0 0.0 0.0 0.0 24.0 13.18 316.32
2609 57TH ST CT NW OVT u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
EmpT% 2 539-77-4849
Exempt: 1
CAUCASIAN FICA 22.62 CK1 5952 GROSS THIS JOB.................. 316.32
FWT 38,74 TOTAL ALL JOBS.................. 316.32
SWT 0.00 OTHER PAY/BENEFITS.............. 16,32
LWT 0.00 TOTAL GROSS PAY................. 332.64
DED/BEN 71.79 NET PAY......................... 199.49
------------------------------ ----------------------------------------------
PAPE, JAMES C. FOREMAN REG 8.0 8.0 7.5 0.0 0.0 0.0 0.0 23,5 18.00 423.00
1716 145TH ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, MA
98335
Empllt 49 534-66-6240
Exempt: 0
AM INDIAN/AL NAT FICA 30.24 CN% $966 GROSS THIS JOB.-....... ....... 423.00
FNT 55.7E TOTAL ALL JOBS.................. 423.00
SWT 0,00 OTHER PAY/BENEFITS.............. 20.45
LWT 0.04 TOTAL GROSS PAY................. 443.45
BED/BEN 102.03 NET PAY......................... 255.40
-----------------------------------------------------------------------'•---------------------------------------------------------
ROLLINS, PENNY A. OPERATOR REe 8.0 *75 8.0 0.0 0.0 0.0 0.0 24.5 16.68 408.54
10606 99TH ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
90373
DEC 31 1987
Oft
PAPE b SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB I t80 DATE: 12/29/87
Month 112 Week t 5 PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Ion Toe Wed Thr Fri Set Sun TOTAL RATE GROSS
---------------------- -------------------- ---- ------- ------- ------- -`----- ------- ------- ------ ------- ------- --------
Empll 53 529-21-2676
Exempt: 0
CAUCASIAN FICA 29.21 CNI 5967 GROSS THIS JOB.................. 408.54
FWT 53.61 TOTAL ALL JOBS.................. 406.54
SWT 0.00 OTHER PAY/BENEFITS.............. 21.32
LWT 0,00 TOTAL GROSS PAY................. 4,0.96
DED/BEN 28,18 NET PAY......................... 31d.86
--------------------------------------------------------------------------------------------------------------------------------
GARCIA, GUILLERMO LA80RER REG 8.0 8.0 8,0 0.0 0.0 0.0 0.0 14.D 14.38 345.12
28631 PACIFIC HWY OVT 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL WAY, WA
98003
Empll 72 564-35-2340
Exemp�: 0
HISPANIC FICA 24.68 CAI 5971 GROSS THIS JOB.................. 345.12
FWT 43.81 TOTAL ALL JOBS.................. 345.12
SWT 0.00 OTHER PAY/BENEFITS.............. 16.32
LWT 0,00 TOTAL GROSS PAY................. 361.44
DED/BEN 21.60 NET PAY......................... 265.35
-------------- ---------------------------------------------------------------------------------------------------------------
JORGENSON, DAVID PIPELAYER REG 8.0 8.0 7.5 0.0 0.0 0.0 0.0 23.5. 14.66 349.21
PO Box ISO OVT 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.00 0.00
WAUNA, WA
98335
Empll 28 537-64-9755
Exempt: 1
CAUCASIAN FICA 28.69 CBI 5962 GROSS THIS JOB.................. 349.21
FWT 55.28 TOTAL ALL JOBS.................. 401 .22
SWT 0.00 OTHER PAY/BENEFITS-...... 18.35
LWT 0.00 TOTAL GROSS PAY................. 419.58
DED/BEN 24.30 NET PAY......................... 311,31
JOB NUMBER 180 TOTALS REG 50.5 56.5 55.0 0.0 0.0 0.0 0.0 162.0 106.88 2452.41
OVT 0.0 0.0 0.0 0.0 6.0 0.0 0.0 C.0 0.00 0.00
GROSS THIS JOB.................. 2452.41
TOTAL ALL JOBS............ ..... 2504.42
Date Dec• 30, 1987 ha-s been or will be made to appropriate programs for the benefit of such employees,
except as noted in Section 4(c)below.
1 Christine L. Woods Contract Administrator
INamr W FianMory"nY) (Tltt.) (b) WHERE FRINGE BENEFITS ARE PAID IN CASH
M berebfr state: —Each laborer or mechanic listed in the above referenced payroll has been paid, as
indicated on the payroll, an amount not less than the sum of the applicable basic
Y) That I �a or supervise the persons employed ?a 5 Sons
( y pery payment of the ploytd by —_ � —.._—.-- hourly wage rate plus the amount of the required fringe benefits as listed in the
contract,except as noted in Section 4(c)below.
Construction, Inc. on the . 84th Ave South
--- (60—m;;C or .uhcorlUaetar) (Building or work) (e) EXCEPTIONS
- ;that during the payroll period commencing On the 21
day of Decem}�r 19-87,and ending the l _day of r 19_87., EXCEPTION (CRAFT) EXPLANATION
all persons employed on said project have been paid the full weekly wages earned, that no rebates -- -have been or will be mate elther directly or indirectly to or" belialf of said
Pape_b _Sons Construction, Inc. from the full
(Contractor or sUtcontrs .rl
we wages earned by any person and that no deductions have been made either directly or indirectly
froo, the full wages earned by any person, other than permissible deductions as defined in - --
Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act,as i
amended (43 Stat. 948. 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described --- - - _ - - --' - - -
below:
(2) That any payrolls otherwise under this contract required to be submitted for the above REMARKS
• period are correct and complete; that the wage rates for laborers or mechanics contained therein are
not less than the applicable wage rates contained in any wage determination incorporate:: into the
contract;that the classifications set forth therein for each laborer or mechanic conform with the work
he performed.
(3) That any apprentices employed in the above oeriod are duly registerd in a bona fide
apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Department of Lahor, or it no such recognized agency
exists in a State, are registered with the Bureau of Apprenticeship and Training, United States
Department of Labor.
(4) That: NeM E eNq TITLE SIGN
ChrISLlne L. Woods
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS Contract Administratorla
-,;
THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR
—In addition to the basic hourly wage rates paid to each laborer or mechani! listed in SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION.SEE SECTION 1001 OF TITLE le AND SECTION 131 DF
the above referenced payroll, TITLE 31 OF THE UNITED STATES CODE.
payments of fringe benefits as listed in the contrail
U.S. GOVER21MENT PRINTING OFFICE : 1985 0 - 475-249
s
149
U.S. DEPARTA'E14T OF LABOR PAYROLL OMB No, 1215 FX(1"?S: 043()81
WADI AND HOUR DIVISION
(For Contractor's Optional Ilse;See Instruction,Form WH-347 Inst.)
RARE OF CONTRACTOR OR SUBCONTRACTOR ADDRESS
Pape & Sons Construction_, Inc. _ 9512 State Highway 16 NW Gig Harbor WA 98335
PAYROLL NO. FOR WEEK ENDNNS NMI= `ND LOCATION PROJECT OR CONTRACT NO.
#5 1_ December 27, 1987 84 7h Ave__Steel Main PeRlace CA6 065-87
777
n oAr AND wrz ni• I m m m
ov DEDUCTIONS NET
NAME. ADDRESS AND o WORKTOTAL RATE Gom '—"�—� '— WAGES
SOCIAL SECURITY NUMBER es= C� n� HOURS Oi PAr A MOMIffOL� TOTAL PAID
(IF EMPLOYEE -- EARNED FICA NOLODIO OTHER DEDUCUM FOR WEEK
i;6 HOURS WORKED EACH DAY TAX
O
S
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t
O
s
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I
s I �
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s
s
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0
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FORM WN-NU - le:—PURCHASE THIS FORM DIRECTLY FROM THE SUPF. OF DOCUMENTS
PAPS & SONS CON .JN, INC. LIE�4IEW ®F
95I2 State Highway way 16 16 N.W.
GIG HARBOR, WASHINGTON 98335
t con
(206) asi-eodo J)EC *2 8 up A
arnenor.
E,atrz FR%CI otEPr. cl
To n ,ti. crlT of I ADM M
d oo
WE ARe SENDING YOU ,'Attached ❑ Under separate cover via _._____—the following items:
Shop drawings ❑ Prints ❑ Plans L Samples ❑ Specifications
❑ Copy of letter Charge order (I-
-COPIES DATE NO. '�-- DESCRIMON
_ .fiCtF�✓ti Q0L�1_ .
U
THESE ARE TRANSMITTED as checked below
❑ For approval Approved as submitted ❑ Resubmit---copies for approval
❑ For your use Approved as noted ❑ Submit copies for distribution
❑ As requested !J Returned for corrections ❑ Return---corrected prints
❑ For review and comment L
❑ FOR BIDS DUE. 19__ _ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
atis,traea'�Swan ar.r e.n I+�xI*aunm an .rot as rwNd. army naery w war Ma1�
PAPE & SONS CONSTRX3Nr IM L IEV IE U
9512 State Highway 15 H W
L QQw�IMlll U �QS
GIG HARBOR, WASHINGTON 9M5
-
(206) 851.6040 (TT(MTIOM
TO
i
l
WE ARE SENDING YOU 0 Attached ❑ Under separate cover via ._._the following items:
❑ Shop drawings ❑ Prints 7 Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order CJ
COPIES DATE ND. DESCRIPTIM
1
THESE ARE TRANSMITTED as checked below:
❑ For approval Approved as submitted ❑ Resubmit_ .copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
1 As requested ❑ Returned for corrections ❑ Return corrected prints
For review and comment [::
FOR BIDS DUE—_ . ______19_____ :J PRINTS RETURNED AFTER LOAN TO US
REMARKS ---- -
I
i
i
COPY TO__ _
SIGNED:_
RMIt iIIJ Q�4 wrP.Y IIUI It(nao(uros aft Mf(u oaten, k1.411 n Jtr of M ---
r
t
STD I:1 I:
UNITED STATES PIPE AND FOUNDRY COMPANY
Rr �1
GENERAL CERTIFICATION
OtCi \�O PLANT---Salifornia
THIS IS TO CERTIFY that all of the 72 Lengths 12" Ductile Iron Tyton Joint* Pipe
t
I
and Sons Const.
manufactured for , Gene, 9512 State HWY 16 NW, Gig 'iarbor, WA 9f
on their Order No.— 84th AVE RENTON our Order No..____ 40-Sh-4616
and shippri on sJ..a 801928 & 801932_DATED 11-30-87 to Pape & Sons
84th Ave. S. @ S. 126th Street
via
Western States Truck Lines Renton, WA
have been inspected and all of the tests have been made and met as specified in ow Ialr.i Ir,;soo•.
ANSI Spec. A21.4: Cement-Mortar Lining for Ductile Iron Pipe and Fitt'
ANSI Spec. A21.11: Rubber Gasket Joints
ANSI Spat . A21.51: Centrifugally Cast Ductile Iron Pipe
STATE OF California ,Q.p� a _ 6A*—
Alameda v Quality Conaol Engineer
COUNTY OP
Sworn and subscribed befoc me Jh s—" 4th day of December _19 87
1
u
Lori Griffith Nona Public
!&r.K., pyf7C1AL sEA1,
LORI GRIFFIiB
My commission espim January 29, 19 90 1 A NOTAn.wn�c: CAISOmaA
-.� AIAM[OA[OUNn'
��., M,Cav F.pve.Jon 29,IM
STS!![NEvco-e.
S T UNITE STATES PIPE ANO FOUNDRY
AL I COMPANY SHIPPING UST NO� • ,uT___i pi 5 T
ORDER LATE lA! ![ ITA.0 TER O(u<ooa
_ A1E! D[R NVM ER4//
4 DATE 87
1. .,v . CUSTOMER DCR N L.URREO
O lND.OR RL yl IbON MO
N"
cu.00MER PAPE R SONS CONS1 . E GENE
coo[
4512 5Tia1'E HIGHNAY 16 t+l�
096513 GIG HARBOR? NA 98335
icuoyow RMN[AND AOCNEMI G;E
PAPE 8 SONS T
Q 84TH AVE S. 0 S. 126TH ST. RENTON WASHINGTON
!1�
?C TF't LwoTRL 04 CNT 40.33
��_ [INN. ! 4.
..j •AN V MICLC INITIA'-!AND NUMIEP
T ,T , 00
YRLIOXT RATE FWT
SHIPMENT REQUESTED. FRT
B/L 0029271 WHO
t C SHIPPINC LIST Aga ' I C1. EdLI CF
all LADING TO SAL S OFFTC .
n9 23 PC A 25 37 12R ETYTO R JOINT O.I. f'IF'E 5 ,
ACL SC
g' 16 191665 1E885 417.70
08ACCESSO z 1:ES
16 33
!
11,30, 87 JE I1> ai
ilk
ilr !
I �
Irk
r L.ININGT AC:CLtiS0 '.IESo ETC.
1PF665 1 •S?0 71 r
ITCH rvO. PIECE!lX�RP[D L Rp MT PRODUCT WEIOXT OTN[RWEIONT ipOTAO[w tCLASS
.... [... „ „a n.n.a .uu. ... ...... .. ..e4....,.... ...M..dN<. d< <a,.K. ...... .. ,
a ,Am%.b)Mtwr camtwany y
is
rJ'
{qtE 6 SONS CONSTRUCTION, INC. fl 7
J
Mmnth� A t2 Neek a 4 ����� CERTIFIED REPORT ,06 8 ISO DATE: 12/21/87
!� T----- DEC i e IWAGE:
-8
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat 9ry}_:u�Qi(4tw RATE ROSS
-- ---'- ------ ------------ ---- ------- ------ ------- -
SCHUETTKE, WESLEY P. OPERATOR REG 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.0 16.68 33.35
NE 270 TAHUYA VAL DR OVT 0.0 0,0 0.0 O.f 0.0 0.0 0.0 C.0 0.00 U.00
TAHUYA, WA
98588 FLAGGER REG 0.0 0.0 1.0 8.0 8.0 0.0 0.0 23.0 10,78 247.94
Emp1R 60 362-54-8231 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
Exempt: 4
;AUCASIAN FIG 31 10 CKA 5939 GROSS THIS JOB.. ............... 181.29
FWT 35.66 TOTAL ALL JOBS... .............. 281.29
SWT 0.00 OTHER PAY/BENEFITS.............. '39.40
LWT 0.00 TOTAL GROSS PAY................. 470.69
DED/REN 47.15 NET PAY......................... 356.78
------------------------------------------------------ ------------------------------- --------
HANSOM, DOUGLAS L. LABORER REG 8.0 6.0 8.0 B4O 8.0 0.0 0.0 40.0 11.50 460.00
527 S. 323RD PL OVT 0.0 0.5 0.5 0.0 0.0 0.0 0.0 1.0 18.87 18.07
FEDERAL WAY, WA
98003
Emp1X 21 118-72-3307
Exempt: 0
CAUCASIAN FICA 34.24 CKA 5930 GROSS THIS JOB................. 478.87
FWT 87.26 TOTAL ALL JOBS.................. 418.81
SMT D.OD OTHER PAY/BENEFITS.............. 27.89
LWT 0.00 TOTAL GROSS PAY................. 506.76
OEO/BEN 36.90 NET FAY......................... 048.36
BADERDE0, SAMUEL R. LABORER REG 8.0 8.0 8.0 8.0 8 A 0.0 0.0 40.0 12.22 488.80
249 57TH ST CT NW OVT 0.0 0.5 1.0 0.0 0.0 0.0 0.0 1.5 16.17 24.26
GIG HARBOR, WA
98335
Empl0 2 139-72-4849
Exempt: 1
CAUCASIAN FICA 36.58 CKA 5923 GROSS THIS JOB. -. ........... 513.06
FWT 26.60 TOTAL ALL JOBS.................. 513.06
SWT 0.00 OTHER PAY/BENEFITS.............. 28.22
LWT 0.00 TOTAL GROSS PAY................. $91.28
DED/BEN 87.35 NET PAY............... ......... 330.65
--- -
GALLANT, RICHARD FOREMAN REG 8.0 8.5 0.0 4,0 8.0 0.0 D.0 26.5 19.00 i41.50
9512 SR 16 NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp14 IS '66-58-d14d
Exempt: 2
CAUCASIAN FICA 52.30 Cl,* 5929 GROSS TfllS JOB.................. 541.50
FWT 102.04 TOTAL ALI JOBS.................. 731.50
SWT 0.00 OTHER PAY/BENEFITS.............. 33.60
LWT 0.00 TOTAL GROSS PAY................. 765.00
DED/BEN 44.28 NET PAY......................... 56b.38
--------------------------------
JORGENSON, DAVID PIPELAYER REG 8.0 4.0 0.0 0.0 0.0 O.D 0.0 I6." 14.86 237.7E
PO BOX 160 OVT 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.5 22.30 11.15
WAUNA, WA
98335
i
tact 8 .' )30
.C/.hotL tti'Q.4, r�xcrtht�lc,
1
MYri+drNrWmP.�A.0.e�,,:..r+�i�FiWl�r�iywy�f�iMM
f
r
L
(7APE 6 SON3 CONSTRGCT:ON, INC.
07RTIFEED REPOR' ,08 A 18C DATE: 12/21/87
Month A 12 Wee!, R 4 -^----�_--:- PAGE: 2
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Man 7ue Wed Th. Fri Sat Sun TOP L RATE GROSS
----------------- -------------------- ---- ------- ------- ------- ----
Emplt 28 531-64-9155
Exempt: 1
CAUCASIAN FICA 42.23 CAA 5933 GROSS THIS JOB......... .... .... 268.91
FWT 109.91 TOTAL ALL J08S.................. 590.69
SWT 0.00 OTHER PAY/BENEFITS.............. 26.85
LWT 0.00 'AL GROSS PAY................. 617.55
DED/BEN 35.55 NET PAY......................... 429.86
d ------------------------------ ------------------------------^
PAPE, JAMES C. FOREMAN REG 8.0 8.0 8.0 8.0 8.0 0.0 0.0 40.0 18.00 720.00
1715 145TH ST C' NW OYT 0.5 0.5 i.0 0.0 0.0 0.0 0.0 2.0 27.00 54.00
GIG HARBOR, WA
98335
EmP19 49 534-66-6240
Exempt: 0
AM INOIAN/AL NAT FICA 55.34 CA$ $937 ,E055 THIS JOB..............•... 774.00
FWT 134.41 TOTAL ALL JOBS..............•... 774,00
SWT 0.00 OTHER PAY/BENEFITS.............. 36.55
iWT 0.00 TOTAL GROSS PAY................. 810.55
DED/BEN 198.31 NET PAY......................... 422.49
GARCIA, GUILLERMO LABORER REG 8.0 8.0 8.0 8.0 8.0 0.0 0.0 40.0 14.38 575,20
28631 PACIFIC HWY DYT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
FEDERAL WAY, WA
98003
Emp1# 72 564-35-2340
Exempt: 0
II:SPANIC FICA 41.13 CKt 5942 GRC 'HIS JOB.................. 575.29
FWT 117.28 TOTAL ALL JOBS.................• 575,20
aw'r 0.00 OTHER PA)/BENEFITS.............• 27.20
LWT 0.00 TOTAL DROSS PAY................. 602.40
DEG/BEN 36.00 NET PAY......................... 407.99
----------- -------
ROLLINS, PENNY A. OPERAIDR REG 8.0 8.5 9.0 0.2 8.0 0.0 0.0 33.5 16.67 558.61
10606 99TH ST CT E OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
PUYALLUP, WA
98373
Emp1A 53 529-21-1676
Exempt: 0
CAUCASIAN FICA 39.94 CK9 5938 GROSS THIS JOB.................. 558.61
i FWT 76.12 TOTA, ALL JOBS.................. 558.61
SWT 0.00 OTHER PAY/BENEFITS.............. 29.16
LWT 0.00 TOTk GROSS PAY................. 587.77
UED/BEN 38.53 NET PAY................... ..... 433.18
----------------------------------------------------------------------------------
JO8 NUMBER 190 TOTALS REG 56.0 $7.0 50.0 44.0 56.0 0.0 0.0 253.0 134.09 3863.16
OVT 0.5 2.0 2.5 0.0 0.0 0.0 0.0 5.0 64.34 108.20
GROSS L'fia JOB.................. 3971.44
101'.. ALL JOBS.. ............... 4503.22
i
Date December 23, 1987 have been or will be made to appropriate programs for the benefit of such employees,
except as noted in Section 4(r)below-
Christine L. Woods, Contract Administrator
(Name ci signatory parry) Rala) (b) WHERE FRINGE BENEFITS ARE PAID IN CASH
do hereby state: —Each laborer or mechanic listed in the above referenced payroll has been paid, as
Sldicated on the payroll, an amount not less than the sum of the applicable basic
(1) That I pay or supervise the payment of the persons emp;oyed by .. Pape 6 Sons Construction, hourly wage rate plus the amount of the required fringe benefits as listed in the
contract,except as noted in Section 4(c)below.
cn the 84th Avenue South, Renton
(Contraota, ar wlroe,rInwtod (Bolding or work) (c) EXCEPTIONS
-that during the payroll period commencing on the 14
day of DeceMhar , 193Z,and ending the_20_-day of_DeC�ther. _-, 19.87-._, EXCEPTION (CRAFT) D(PLAtU1TION •
all persons employed on said project have been paid the full weekly wages earned, that no rebates ---- -- -- - - ---- — - --- -have been or will be made either directly or indirectly to or on behalf of said
Pa S Sons Construction, Inc.
-� —_—__ from the full
(COIIr I)Clar Or EUIILOII{riCtO r) -- - -_
wee► wages earned by arry person and that no deductions have been made either directly or indirectly
from the full wages earner' by any person, other than permissible deductions as defined in -' -
Regulations, Part 3 (29 CFR Subtitle A),issued try the Secretary of'Labor under the Copeland Act,as
amen' i (41 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described --- --- --- - - - - - - -_ �- - - - _ -
below
(2) That any payrolls otherwise under this contract required to be submitted for the above REMARKS
period are correct and curnptem;that the wage rates for laborers or mechanics contained therein are
nut IRss than the applicable wage rates contained in any wage detem„nation ircorpomted into the
contract;that the classifications set forth therein for each laborer or mechanic conform with the work
he performed.
(3) That any apprentices employxt in the above period are duly registerd in a bona I-de
apprenticeship program registered with a Z•ate r,renticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Or •-at of Labor, or if no such recognized agency
exists in a State, are registered with the r V 40prenticeship and Training, United States
D-;,artment of Labor.
(4) That: If NAME AND TITLE SIGNATURE
Christine L. Woods
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS t
�p THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR
1 —In addition to the basic hourly wage rates paid to each laborer Or mechanic listed in SUBCONTRACTOR 1'0 CIVIL OR CRIMINAL PROSECUTION.SEE SECTION IDDI OF TITLE IS AND SECTION 231 OF
the above referenced payroll, payments of fringe benefits as listed in the contract TITLE 31 OF THE UNITED STATES CODE
U.S. GOVERf11116NT PRINTING OFFICE : 1985 0 - 475-249
U.S. DI.PARTMENT OF IABOk PAYROLL OMB ND.: 49
Expires: 09-30417-30A7
WAGE AND HOUR DIVISIOi/
(For Contractor's Optional Use;See Instruction,Form 1KH-347 Inst.)
NAME OF CONTRACTOR Terry OR SUBCPf ADDRESS
Pape S S ^ction, Inc. 9512 State Highway 16, NW, Gig Harbor, 4A 98335
MYROLL rb. -0:1 wwk ENDING ._..-._ PROJECT AND LOCIIT.ON PROJECT OR T
#4 Deoember 20, 1c `7 84th Avenue South, Renton CAb 5 77
(4) DAY AND DATE W (6) 0) 14 /ri
NET
NAME, ADDRESS AN $Q>� AQSDR i WRN I OEDUC110115 WAQ=
SOCIAL SECURITY NUMV. �£i CIASSK�.A, TfON _„�__ TOUR F�
MOIMe OF PAY TDTAL PRO
OF EMPLOYEE EATSM FICA NDLDJIM OTHFR DEDDWIORF FOR Wml
g;s Nouns WORKED EACH DAY TAX
o
n
e
0
s
0
s
0
s
0
s
s
0
s
01111
FORM WIN-341 (1/63)—FORMERLY SOL 184—PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS
PAPE & SONS CONSTRUCTION, ..vC. LIMME92 ®U TMARSTWITIML
9512 State Highway 16 N.W.
GIG HARBOR, WASHINGTON 98335
ne
DATE
(206) 852.6040 Arn no ^ J
h
/ IIE
TO
WE ARE SENDING YOU r1` Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
coMEs DATE NO. DESCRIPTION
i
THESE ARE TRANSMITTED as checked below: � � r
❑ For approval L' Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ `w review and comment ❑ _
❑ FOR RIDS DUE _ 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS— _— _--
COPY TO —
SIGNED:
�m t as asks"<nll It aneloaums am ne,t as .rotas, kindly notify im at once.
9512 State Hq?hway 16 N.W.
GIG HARBOR, WASHINGTON 98335
DATE ` _ 4" NO.
f20i) tS160�0
ATT[NTION
7
wF
TO
WE ARE SENDING YOU Attached L Under separate cover via __the following items:
Shop drawings ❑ Prints ❑ Plans C Sample, Ll Specifications
❑ Copy of letter ❑ Change order ❑
COPIES OATE NO. DESCRIPTION
na y
THESE ARE TRANSMITTED as
❑ For approval Approved as bmitted ❑ Resubmit copies for approval
❑ For your use C Apuroved as ted ❑ Submit--copies for distribution
❑ As requested Returned for .ot.ectirns ❑ Return—corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE_ _ ^19 L PRINTS RETUkNED AFTER LOAN TO US
REMARKS---------- —
COPY TO
--
SIGNED:
----` —SIGNED: �
NA4[1 Nll Fw4.Orr oWt It M<:OwnR va not a$ nWad, kind', nONbr ua at once.
Steel Main" Repl. 84th Ave. S. (1,24 to 132) W-925 5+
Corre.SDondem-u
t....
ETD 111 B
UNITED STATES PIPE AND FOUNDRY COMPANY
R °�\ ,D
GENERAL CERTIFICATION
PLANT California
THIS IS TO CERTIFY that all of the 77 Lengths 12" Ductile Iron Tyton Joint Fipe
i
I
manufactured for Pape & Sons Const., Gene, 9512 State HWY 16, N.W. , Gig Harbor, WA 98335 E
on their Order No. 84th AVE RENTON our Order No.— 40-SF-4616
and shipped mi 5.1,.4 802063 & 802079 OiTEU 12-8-87 to Pape & Sons
84th Ave. S. @ 126th Street
via _ Western States Truck Lines Renton, WA
have been inspected and all of the tests have been made and met as specified in 1ne lalcm i, smn+of
ANSI Spec. A11.4: Cement-Mortar Lining for Ductile Iron Pipe and Fittings 1
ANSI Spec. A21.11: Rubber Gasket Joints
i
ANSI Spec. A21.51: Centrifugally Cast Ductile Iton Pipe f
_ 1
$7AM os_ California [�
Cou. r aJ!
Alameda lity Control Engineer
Soup to end subscribli before me this. 10th day of December 19 87
1
Lori Griffith Notary Public
OF+10 L SF,AL
January29 90 �, LORIGRIFFITH
My commission trpi*es , 19,�. ,p" NCTARYW9UC-CALWOnmA
ALMEOA COUNTY
M,Comm bp."J.79.1990
i.
RT ,�tNITED STATES P 1'�t1
VIPE AND FOUNDRY f41 ,^.11?t1'TS`Y COMPANY�SNIPPING LIST NO. �J
[ —I OgOCR pRTE CLAS SC SiArC TE aLr COo[ `
FA` TfIf -Cj�- . :.t 40 SF 4RON
616
rl:,l a
pAtt
r • lNIRIR
NO.AN110R R[OUIl RION NO
STfI i 5 t H. (2 t1Ct v1 H AVt R�Nt `
eu DEER C . R I,�c, ; _ :
CODE
GENE
(t'N 9512 STATE HIGHWAf 16 NW
09651 s CIO HAPBOR, WA 98335
® CUSTOYQ INAME AND ADDRCSSI
CON ION[F
PIPET ? SONS
fl 34TH AVE S. CR -1 . 1w61H ST . RENTON tWASh1.NG10N ;
WESTERN STATES TRUCK LINES
X TFt'�1'K TD.A[ .8. .1 . . 17/ _WT
Tv WsroNT .'
CAR OR v[N:CL[INITIALS AND NVMR[R
I.T. 45.00
�^ ""'�OTAL FRT
FREIGHT ANOUAT
[MIIM[NT R[OV[iT[O �Rl.
6/L 0OZ9409 Ht—
1 CC SHIPPING LIST AN ) t CC BILL ' ?
LADING TO SAL S OFFIC I
RD 28 PC A 25 37 12t [TYTO t JOINT O.I. PIPE
y ACL SC
16 23T940 1 .874 509.60
vOACCESSO I`cS
LS 31
ENO 1210siat i f15 3S
Ml1p YK.y
�, LSldINGs ACiESSO 'i:ES+ ttL .
2'0.940 ] 'E2I" 509,6P y
11[M NO. 11[C[3 SMIR.ED L RO MT VROOUCr WFIOMT OTN[R Wt1O.T FOOTAOt CLASS
�.r q.. .,,. .... w, .,. , ..,.. ,.o. ........ ..., . .Q ...... .... .. ... ....., ...... .. .,.. ..,..,. ...R,....N. „ .... .., ,
a.Amy/altar company ►
r ;E S SONS CONSTRUCTION. IN
CERTIFIED REPORT JOB 4 180 DATE: 12/17/87
Moran A 12 Week : -------------------------- --- PAGE: 1
A/ datz 1.2 . *
EMPLO(EF INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fr' Sat Sun TOTAL RATE GROSS
---------------------- -------------------- ---- ------- ------- ------- ------- ------ ------- ------- ------- ------ --------
BENNETT, KENTON TRK DRIVER REG 4.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 17 69 70.76
202 SANDY POINT W. OVT 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 C.00 0.00
GIG HARBOR, WA
38335
Emp1A 5 538-70-2757
Exempt: 1
CAUCASIAN FICA 46.96 CK: 5837 GROSS THIS JOB.... ............. 70.76
FWT 133.07 TOTAL ALL JOBS.. 565.08
SWT 0.00 OTHER PAY/BENEFITS.............. 115.60
LWT 0.00 TOTAL GROSS PAY................. 682.68
DED/BEN 34.20 NET PAY......................... 468.45
-------------------------------------------------------------------------------------------------------------------------------
BALDWIN, MIKE LABORER REG 8.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 14.38 115.04
4302 MADRONA LANE OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0,00
GIG HARBOR, WA
9833.
Emp14 3 532-74-3777
Exempt: 0
CAUCASIAN FICA 35.47 CKS 5835 GROSS THIS JOB.................. 115.04
FWT 92.0E TOTAL ALL JOBS.................. 49E.11
SWT 0.00 OTHER PAY/BENEFITS.............. 23.46
LWT 0.00 TOTAL GROSS PAY................. 519,57
DED/BEN 31.05 NET PAY......................... 360.97
------------------------------ ----------------------------------------- ----------------------------------------------------------
JORGENSON, DAVID PIPELAYER REG 8.0 8.0 8.0 7.0 8.0 0.0 0.0 39.0 14.86 579.54
PO BOx 160 OVT 0.0 0,0 0.5 0.0 0.0 0.0 0.0 0.5 22.30 11.15
W.AUNA, WA
98335
Emp14 28 537-64-9755
Exempt: I
CAUCASIAN FICA 43.30 CKA 5845 GROSS THIS JOB--.............. s90.69
FWT 115.12 TOTAL ALL JOBS.................. 605.55
SWT 0.00 OTHER PAY/BENEFITS.............. 27,54
LOT 0.00 TOTAL GROSS PAY................. 633.09
DED/BEN 36,45 NET PAY......................... 438.22
---------------.-----------------------------------------------------------------------'--------------------'---------------------
PAPE, JAMES C. FOREMAN REG 8.0 8.0 8.0 8.0 8.0 0.0 0.6 40.0 18.00 720,00
1715 145TH ST CT NW OVT 0.5 0.0 0.5 0.0 1.0 0.0 0.0 2.0 2T.00 54,00
GIG HARBOR, WA
98335
Empil 49 534-66-6240
Exempt: 0
AM 1NDIAN/AL NAT FICA 55.34 CKS 5850 GROSS THIS JOB-............... 174.00
FWT 134.41 TOTAI ALL JOBS.................. 774.00
SWT 0.00 OTHER PAY/BENEFITS.............. 36.55
LWi 0.00 TOTAL GROSS PAY................. 810.55
OEO BEN 46.31 NET PAY......................... $72.49
----------------------------------------------------------------------------------------------------------------------------------
HANSON, DOUGLAS L. LABORER REG 6.0 9.0 8.0 8,9 8.0 04 0.0 40.0 10.78 431_10
$27 S. 323RD PL OVT D.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.00 0 00
FEDERAL WAY, WA
98003
E S SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB A ISO DATE. 12/17/87
Month 4 12 Weel, A 2 =____-= - -- -------- PAGE: 2
- ------- --------------
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
--------------------- -------------------- ---- ------- ------ ------- ------ ------ ------ ------- ------- ------- --------
Emp34 21 538-72-3307
Exempt: 0
CAUCASIAN FICA 30.83 CKA 5842 GROSS THIS JOB.................. 431.20
FWT 73.91 TOTAL ALL JOBS.................. 431.20
SWT 0.00 OTHER PAY/BENEFITS.............. 27.20
LWT 0.00 TOTAL GROSS PAY................. 458.40
OEO/BEN 36.GO NET PAY......................... 317.66
GALLANT, RICHARD FOREMAN REG 4.0 0.0 1.0 7.5 0.0 0.0 0.0 20.5 19.00 389.50
9512 SR 16 NW UVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1j0 0.00
GIG HARBOR, WA
98335
EmplA 18 566-58-4144
Exempt: 2
CAUCASIAN FICA 44.15 CKA 5841 GROSS THIS JOB.................. 329,50
FWT 73.99 TOTAL ALL JOBS.................. 3".50
SW7 O.DO OTHER PAY/BENEFITS.............. 256.28
LWT 0.00 TOTAL GROSS PAY................. 645.78
DED/BEN 37,38 NET PAY...................... . 490.26
-------------------------------------------------------------------------------------------------------------------------------
GARCIA, GUILLERMO LABORER REG 8.0 8.0 7.5 7.0 8.0 0.0 0.0 38.5 14.38 553.63
28631 PACIFIC HWY OVT 0.0 0.0 0-0 3.0 0.0 0.0 0.0 0.0 0.00 3.00
FEDERAL WAY, WA
98003
Empl4 72 564-35-2340
Exempt: ^
HISPANIC FICA 39.58 CKA 5856 GROSS THIS J08.................. 553.63
FWT 109.73 TOTAL ALL JOBS.............. .. 553.63
SWT 0.00 OTHER PAY/BENEFITS.... ...... .. 26.18
LWT 0.00 TOTAL GROSS PAY................. 579,81
DEC/BEN 34.65 NET PAY......................... 395.85
BADERDEEN, SAMUEL R. LABORER REG 8.0 8.0 8.0 8.0 8.0 0.0 0.0 40.0 11.14 445.60
2609 57TH ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
EmplA 2 539-72-4849
Exempt: 1
CAUCASIAN FICA 31.86 CKA 5834 GROSS THIS JOB_............... 445 60
FWT 61.7' TOTAL ALL JOBS.................. 445.60
SWT 0.00 OTHER PAY/BENEFITS.............. 27.20
LNT 0.00 TOTAL GROSS PAY................. 472.80
DED/BEN 86.00 NET PAY......................... 287.23
-------------------------------------------------------------------------------------------------------------------------------I---
ROILINS, PENNY A. FLAGGER REC 0.0 C.0 1.0 0.0 5.0 0.0 C.0 6.0 10.78 64.68
10606 92TH ST CT E OVT 0.6 0 0 0.0 0.0 0.0 0.0 O.0 0.0 0.00 0.00
PUYALLUP, WA
98373 OPERATOR REG 0.0 0.0 7.0 3.5 2.5 0.0 0.0 13.0 16,67 216.77
EmplA 53 529-21-2676 OVT 0.0 0'0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.0t
Exempt: 0
CAUCASIAN FICA 26.29 CKA Se51 GROSS THIS YOB........... ..... 711.45
FWT 47.43 TOTAL ALL JOBS.................. 367.69
% PE 6 SONS CONSTRUMC!, :NC. i
CERTIFIED REPORT JOB t 180 DATE: 12/17/07
rAanth t 1? Meek t 2 PAGE: 3
:.#LDYEE INFORMATION CRAFT DESCRIPTION TYPE Non Tue Wed Thr Fri Set Sun TOTAL RATE GROSS
- - ---- ------- ------ ------- ------- ------- ------- -------
SNT 0.00 OTHER PAY/BENEFITS.............. 23.50
LMT 0.00 TOTAL GROSS PAY................. 391.19
DEO/BEN 31.06 NET PAY......................... 286.36
-- --- ----------------------------------------•-----------------------------
JOB NUMBER 180 TOTALS REG 56.0 40.0 48.5 49.0 55.5 0.0 0.0 249.0 147.60 3586.72
OYT 0.5 0.0 1.0 0.0 1.0 0.0 0.0 2.5 49.30 65.15
GROSS THIS JOB.................. 3651.87
TOTAL ALL JOBS.... ............. 4629.36
if
{
DEC
,ate December 18, 1987 have been or will be made to appropriate programs for the benefit of such employees,
except as noted in Section 4(c)below.
Christine L. Woods Contract Administrator
(Name of aienatory Wrty) (Tine) (b) WHERE FRINGE BENEFITS ARE PAID IN CASH
do hereby state: —Each laborer or mechanic listed in the above ref,:renced payroll has been paid, as
indicated on the payroll, an amount not less than the sum of the applicable basic
(1) That I pay or supervise the payment of the persons employed by Pape 6 Sons — hourly wage rate plus the amount of the required fringe benefits as listed in the
contract,except as noted in Section 4(c)below
Construction,Inc. on the 84th Avenue South, Renton
-- (c) EXCEPTIONS
(CantraeMr or wbcordreetod (Bvil4ina r o wa•4r
that during the payroll period commencing on the 7
day of December 19_ 87 and ending the 13_day of Aecember EXCEPTION (CUM __ ._ EMANATION
all persons employed on said project have been paid the full weekly wages earned, that no rebates I •
have been or w" be dde either directly or indirectly to or on behalf of said
PaM & Sons C2nsLrt ion Inc from the full
(Cpkraerer or w7
ractM
weekly wages earned by any person and that no deductions have been made either directly or indirectly I
from the full wages earned by any person, other than permissible deductions as defined in
Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act,as
amended (48 Stat. 948, 63 Stab 108. 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described
below:
(2) That any paymgs otherwise under this contract required to be submitted for the above REMARKS
period are correct and complete;that the wage rates for laborers or mechanics contained therein are
not less than the applicable wage rates contained in any wage determination incorporated into the
contract;that the classifications set forth therein for each laborer or me-hanic..onform with the work
he performed.
(3) That any apprentices employed in the above period are duly registerd in bona fide
apprenticeship ogram registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training. United States Department of Labor, or if no such recognized agency
exists in a State, are registered with the Bureau of Apprenticeship and Training, United States
Department of Labor.
(4) That: N E AND,IITLE SIGMA RE
C ristine L.Woods
(a) WHERE FRINGE BENEFITS AHL ,: TO APPROVED PLANS, FUNDS, OR PROGRAMS Contract Administrator
IL
THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR
b&—In addition t0 the basic hourly wage rates paid to each laborer or mechanic listed in I SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION.SEE SECTION 1001 OF TITLE IS AND SECTION 231 OF
I! TITLE 31 OF THE UNITED STATES COOL
the above referenced payroll, payments of fringe benefits as listed in the contract
U.,. GOVEIaNmVn PRINTING OPPICE : 1965 0 - 475-249
OtA
U.S. DEPARTMENT OF LABOR PAYROLL E.p No.. ,3087 49
WAI' AND HOUR DIVISION ExVires-. 0430R7
(For Contractor's Optional Use;See Instruction,Form HYtt-347 Inst.)
NAME OF CONTRACTOR 0 OR SUBCONTRACTOR ADDRESS
Pape L Sons Ca1F�truct _ _ yp _T_��try��ti my 16, NW Gia Harbor. WA 98335 _ _
PAYROLL NO. #3 �W LC(.'E['*er 13, 1987 D4 [l AVe L Renton PROJECT _
Cq%C4WjAOT7NO'
(3) F N) DAY AND DATE (5) (f) In
M (S) O7)
- --. DEDUCTIONS NET
NAME, ADDRESS. AND ua WORK TOTAL RATE GROSS WAGES
SOCIAL SECURITY NUMBER i3x� EARNEDAMOUN? WITH.FICA
OF EMPLOYEE MOLOIIIO I OTHER DEDUCTIONS FOR WEEK
zi CLASSIFICATION _ HOURS OF GAY TOTAL Pm HOURS WORKED EACH DAY TAX
O
S
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I
S
a
-- O
6
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0
s
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0
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I
FORM WM.Jq (1/63)--FORMERLY SOL ISA PORCHASE THIS FORM DIRECTLY FROM THE SUM. OF DOCUMENTS
DAILY INSPECTION DIARY
DAY: U D DATE: iZ / U / P WORK PERIOD: rj REPORT #
a.m./p,m. to a.m,/P.m, _
WEATHER: ILU TEMP, MAX _"F MIN °F PRECIPITATION: 4AY ~--
WORK ACCOMPLI HZD TODAY: 1 e
tanlle0}w �tsYk �1% (emp4444 A)P -iy tyevuk% doy
IZ+46 Cis � �tIV� Srel .) rhM pn a u+ttn er, at
IM erti<1o�,t ruW"r bt Ion,u/t�1 �1 r.,, �,;�t� � � Vc 1•ae� WW1+ $ tV a� s __
+hNnemo�-
lr,rt�tet+roc tr S�nIL� 12 h� Opt ,v, 13f6 p +v 144 C 4 ro c✓
n 6VA tick +nlvtur.c ulw nlyarh
1 P fyn rbn cm 6(hh -t 6LACI* At) Ah,. S4.d ruck ►I Aflt,4 .
aah�c YheYWaR A,y 1v 3 9 6drul ,n,�1 1f r - G�a.�il Wes' (Xru t +CG
b.r►1.Q AA/oihA �ecY i Av wry S�P,t� b"rh�?Q1
tenKO Ire �d rf tun s,v �e♦� n
<aMnc.ry,d bent► h '1 P,,tic r '�nif^Qf I.GA nn,�o pr cL ,
Fe V t t n nn. of SN'Ok rA., k. !w n
< ' 1" • t,Nt ,,,,, !e- rt curer' StGt1 tja„V ,.,, !' r� IL 3 "
e, Im4.,1 q! rave;
G�num,mV (Pi t K i ecru Foa B rr,.,,t,,
@. ��.,i w 1 w , 2 D ttOo►ta 1 ar„a1.- , 2t�e�,, .
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
DAY hA&-Ji DATE; Q / 'A / V WORK PERIOD: a.m./p.m. to s a.m./p.m. REPORT 11
WEATHER: TEMP. MAX °F MIN _°F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
&I'(I6 ✓ wfi Au /�Zb^ .Mf (Yofi*^sy
ay �X& 1$t 2a� !3 �t uw rQdrR l7ta Rn�r. s, /_�� �c4+
11 11 111� AA �„^
—AkM Ql-,A 7r1�" a �14 GYJ• L rAr i
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a iPn�latL�
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ad:. ,Air.• iv.
oC. QQP� Cl 14C n +C aP _ �O I+, rear (I d krL nK ea�vfl.fA
01w nm1H)v Pn N4 • t u ��cwrd rr a (cl rc c* mr O Ae. 12 0. d
�1b /fo�� Slln Qory k� RJtAI truer Arfn PA Turd 6 . ai�ry(O pit
lftv1dd 'Or Iwo[I..
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{,tar�fl AO\L Or rl �rr ' �T< POI.im
WY:k lLxd • 4 f gr q )ea Le� r.u C 3Q 6°,6 j,.r
CONTRACTOR SIGNATURE -I{ E TO�GNA L E
DATE: I ? 14 114-
CITY OF RENTON
ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
235-2631
aaCORRECTION NOTICE
JOB LOCATED ATE U4t• �• # �UIIl� F4A�N
The following work does not comply with City codes and
ordinances and must be C)RRECYED and INSPECTED before
this work can proceed any further.
W'4 w i psTRtt�u� *uY MWc
WnIFO Nn
IerafM 1�m{
1u SIR KA+
NU{S PEE 40PA(up ny Yef
ILIA ni_T;
SUIFEP�4E [ ` Lli1ME-__�fw ��p*i r r tjt4
riE USED Af1Gb COD 0 lAfq L4 At?Yn.V
�j y AePe tent r Sr�T hr n a
1
Dt NOT PROCEED WITF�'THIS K
UNTIL ABOVE LORRECTIONS HAVE BtfN MADE ND APPROVED
Inspector , imi o v Date lz/-1/ d+
DO NOT REMOVE THIS hOTICE 4 1L
t npt
'ZH lUVq.jL $4 C rvF y
T)D NoN f0 Co `(r�aaP
Z t �lof CAUto fO'fl ry
CoHTaft
Per i
]S
F
PAPE 6 SONS CONSTRUCTION, INC.
CERTIFIED REPORT JOB 1 180 DATE: 12/09/87
Month 1 12 Week 1 1 & A ----------- ----- - PAGE: 1
� c A -447 a �` �
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wed Thr Fri Sat Sun TOTAL RATE GROSS
---------------------' '------------------- ---- ------- ------- ------ ------- ------- ------- ------- ------- ------- --------
HILLIARO, WALT LABORER REG 0.0 0.0 U.0 8.0 3.0 0.0 0.0 11.0 14.38 158.16
11409 Sk 302 OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp11 26 538-66-2840
Exempt: i
CAUCASIAN FICA 24.91 CK1 5813 GROSS THIS JOE.................. 158.18
FOT 43.54 TOTAL ALL JOBS.................. 316.3E
SWT 0.00 OTHER PAY/BENEFITS.............. 49.68
LOT 0.00 TOTAL GROSS PAY................. 366.04
DEO/BEN 173.40 NET PAY......................... 124.19
SENNETT, KENTON TRK DRIVER REG 0.0 3.0 7.0 0.0 6.0 4.0 0.0 20.0 17.69 353.80
202 SANDY POINT W. OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp11 5 538-10-2757
Exempt: I
CAUCASIAN FICA 43.28 CK1 5813 GROSS THIS JOB.................. 353.8C
FWT 115.03 TOTAL ALL JOBS.......... ....... 495.32
SINT 0.00 OTHER PAY/BENEFITS.............. 136.52
LOT 0.00 TOTAL GROSS PAY................. 631,84
DED/BEN 35.10 NET PAY......................... 43e.43
HANSON, DOUGLAS L. LABORER REG O.D D.0 8.0 5.0 2.0 0.0 0.0 16.0 10.78 172.48
527 S. 323RD PL OVT O.0 0.J 0.0 0.0 0.0 0.0 O.0 0.0 0.00 0.00
FEDVRAL WAY, WA
18003
Empll 21 538-72-3307
Exempt: 0
CAUCASIAN ;iCA 12,33 CK1 5811 GROSS THIS JOB.................. 172.48
FWT l? 94 TOTAL ALL JOBS-............... 172.48
SWT 0.00 OTHER PAY/BENEFITS.............. 10.88
LWT 0.00 TOTAL GROSS PAY................. 1°3.36
DEO/8EN 14,40 NET PAY......................... 133,59
JORGENSON, DAVID PIPELAYER REG 0.0 0.0 8.0 8.0 4.0 0.0 O.0 20 0 14.8 297.20
PO BOY 160 OVT 0.0 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.00 0.00
MAUNA, WA
98335
Emp11 28 537-64-9755
Exempt: 1
CAUCASIAN FICA 38.25 5820 GROSS THIS JOB.................. 297.20
FWT 92.73 TOTAL ALL JOBS.................. $34.96
SWT 0,00 OTHER PAY/BENEFITS.............. 24.40
LWT 0.00 TOTAL GROSS PAY................. $59.44
DED/BEN 92.40 NET PAY......................... 346.06
BADERDEEN, SAMUEL R. LABORER REG 0.0 0.0 8.0 0.0 0.0 0.0 0.0 8 n 14.38 115.04
2609 57TN ST CT NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
PAPE 6 SONS CONSTRUCTION, INC.
F
CERTIFIED REPORT JOB A 180 DATE: 11/09/87 a
f
Month P 12 Week R t PAGE: 1 �
i
EMPLOYEE INFORMATION CRAFT DESCRIPTION TYPE Mon Tue Wad Thr Fri Sat Sun TOTAL RATE GROSS
---------------------- -------------`------ ---- -------- ------- ------- ------- ------- -----`- ------- ------ ------- -------
Empit 2 539-72-4949
Exempt: 1
CAUCASIAN FICA 15.89 CKt7 5810 GROSS THIS JOB.................. 115,04
FWT 24.62 TOTAL ALL JOBS............... .. 158.18 ;
SW1 0.00 OTHER PAY/BENEFITS.............. 76.92
LWT 0.00 TOTAL GROSS PAY................. 235.10
DEO/BEN 47.16 NET PAY-.......... .... ...._ 147.43
-----------------------------------------------------------`---------------------------------..---------------_-'-------------------
GALLANT, RICHARD FOREMAN REG 4.0 4.0 8.0 8.0 2.0 0.0 0.0 16.0 T9.00 494.00
9512 SR 16 NW OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR, WA
98335
Emp1A 18 566-58-4144
Exempt: 2
CAUCASIAN FICA 55.70 CKO 5816 GROSS THIS JOB.................. 494.00
FNT 115 34 TOTAL ALL JOBS.................. 494.00
SWT 0.00 OTHER PAY/BENEFITS.............. 320.57
LNT 0.00 TOTAL GROSS PAY,................ 814.67
DEB/BEN 47.15 NET PAY......................... 596.48
----------------------------------------'------------------------------------------------------- -`- --- -- --^-------------
BALDWIN, MIKE LABORER REG 0.0 0.0 8.0 6.0 0.0 0.0 0.0 14.0 14.38 201.32
4CO2 MADRONA LANE OVT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GIG HARBOR. NA
96335
EmplR 3 532-74-3777
Exempt: 0
CAUCASIAN FICA 74.39 CKr 5811 GROSS THIS iOB.................. 201.32
FWT 26.97 10TAL ALL JOBS.................. 201,32
SWT 0.00 OTHER PAY/BENEFIIS.............. 9.52
LWT 0.00 TOTAL GROSS PAY................. 210,84
DED/BEN 12.60 NET PAY. ....................... 156.88
- ' -•- _ _____---------------------------------------------------------------------------------------------------------
JOB M OEN ISO TOTALS REG 4.0 0 47.0 36.0 17.0 4.0 0.0 115.0 105.47 1792.02
OVT 0.0 0.0 0.0 r,.0 0.0 0.0 0.0 0.0 0.00 0.00
GROSS THIS JOB.................. 1792.02
TOTAL ALL JOBS.................. 2372.62
lswte December 11, 1987 have been or will bP made to appropriate programs for the benefit of such employees,
except as noted in Section 4(c)below.
IChristine L. Woods Contract Administrator
(Name of sight ,Y FISHY) (TiUA (b) WHERE FRINGE BENEFITS ARE PAID IN CASH
do hereby state: —Each laborer or mechanic listed in the above referenced payroll has been paid, as
indicated on the payroll, an amount not less than the sum of the applicable basic
(1) That 1 pay or supervise the payment of the persons employed by _Pd�_6' Sons — hourly wage rate plus the amount of the required fringe benefits as listed in the
contract,except as noted in Section 4(e)below.
Construction, Inc. on the 94th Ave. South Steel Watermain
<CelRraetor a wRleaRrMoA (avildiog a w ) (c) EXCEPTIONS
that during the payroll period commencing on the 30
day of NOVelOber 19- 87 and ending the.6 day of DeceRLber 19 87 EXCEPTION (CRAFT) EXPLANATKIN
all persons employed on said plojed have been paid the full weekly wages sarn id, that no rebates
have been or will be made either directly or indirectly to or on behalf of said
-Pap" Sons sCon Gtrucl.on,__Inc ____ __ from the full
weekly wages earned by any Jerson and that no deductions have been made either directly or indirectly
from the full wages earned by any person, other than permissible deductions as defined in - - '-
Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act,as
amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described -- -- --- --- - --- --- --- _ -----
below:
(2) That any payrolls otherwise under this contract required to be submitted for the above REMARKS
period are corre,' d complete; that the wage rates for laborers or mechanics contained therein are
not less than uplicable wage rates contained in any wage determination incorporated into the
contract;that the classifications set forth therein for each laborer or mechapm conform with the work
he performed.
(3) That any apprentices employed in the above period are duty registerd in a bona fide
apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Department of Labor, or if no such recognized agency
exists in a State, are registered with the Bureau of Apprenticeship and Training, United States
Department of Labor.
(4) That: NAME AND TITLE SI j TUBE
Christine L. Woods
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS Contract Administrator �lsi�,O
THE wILLFUI FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAW SUBJECT , CONTpACTOR OR
0
( ,—In addition t0 the basic hourly wage rates paid to each IalJOIvf or mechanic listed in I SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION.SEE SECTION 1001 OF TITLE Is ANO SECTION 231 OF
+` TITLE 31 OF THE UNITED STATES CODE.
the above referenced payroll, payments of fringe benefits as listed in the contract
U.S. GOVERNMENT PRINTING OFFICE 1 1995 0 - 475-249
U.S. DEPARTMENT OF LABOR PAYROLL OMB a t 9
WAGE AND HOUR DIVISION e•u��s�•s. Oa 87
3087
(For Contractor's Optional Use;See Instruction,form YVH-347 Inst.)
NAME OF CONTRACTOR IN OR SUBCONTRACTOR ADDRESS
Pape & SDOS Construction, IrIC. _ �j9F551[2CrStatgOeAHighway 16, NW, Gig Harbor, FA 98335
►A.wll FII�2. 1r01 dr _-------- j}Qtn nlYe.L Soot Steel WateLmain I PROJECT C&toN]�T�(1. --
m OAT AND DATE <'A Ic) m m m
NAME, ADDRESS. AND �o OROIK DEDUCTIONS �
o� WORK TOTAL RATE WAGE!
SOCIAL SECURITY NUMBER lot AYOUNr WITH
OF EM VLOYEE s CLASSIFICATION HOURS OF TE AMOUNEARRE FICA NOL01N6 O7NER iMM PAID
c93u HOURS WORKED EACH 0/1Y TA>< SESIJCJJSFR JVIt WEE/[
0
S
0
S
S
s
O
S
� o
S
o
0Tt
i
S I
• FORM WH-117 (IJ6e)—FORMERLY SOL JM-PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS
...rla�lYiell�rirr.rr.Y.a.�:—._. ..1rIYJreeetSlr Ylfi'u_ "ass., -....n.a...+wn,.rror.,,
V. a. Vcrnl) Ilrlcwl yr k.reMVn _ . __. , .
Employment Sundatd, Adminillralion OFCCP I UTILIZATION NEPOIIT
— } ���,_ _ MINORITY: FROM.
T M)rrYu..nrw....a ey Eufubr.OrJ.'. rll.e, art theour.to eelcl. rl 4nr.Wit^r 4en41IC14 kboItu ) tYPr uvf 352
1 wr•[.ual rrnnnu�.J or r•..pmJM•n wlroN.r a Pat eM IM m vraetor mev k.tl.eMur1^WyId+la 11-30-97
b.m.• I.e•.• n.a ron•.ar.of boadly uusua mnawa+e c+�.�u_.ut---- -_ 91- 3352 —. .---- FEMALE: i0: i
NAME ANO LOCATION OF CONTRACTOR FfOEAAL
FUNUING
Pape 6 Sons Construction, Inc. ACLNCY
9512 State Highway 16, NW
Gig Harbor, WA 99335 j
�— - — —�
WORK HOURS OF EMPLOYMENT (Federal d Non Federal)
two. ). tl, TOTAL TOTAL
TOTAL ALL BLACK ASIAN OR AMERICAN NUMBER OF
CONSTRUCTION I INDIAN NUMBER OF M,' IRITY
EM►LOYEES (ff
f HISPANIC PACIFIC MINORITY FEMALE EMPLOYEES j
TRADE— _- CLHd"a"°m BY TRADE a- I — ISLANOERS —_ OR PERCENTAGE PERCENTAGE EL.'. . PEES
9�^ ALASNE NATIVEM FF M F M F M F M F M f {
��.�,, Jo..rney worts 50. 5 I i16 6 90 6 / 1
A.^RENTICE
TRAINEE
SUBTOTAL 1
APPRENTICE i
TRAINEE
SUBTOTAL
Journey worker // --_-- —
/aµ« APPRENTICE D-
J TRAINEE
SUBTOTAL
Journey works, qg ,!' I �� 3�q0
• APPRENTICE W
TRAINEE
SUB70TAL
APPRENTICE
TRAINEE
SUB-TOTAL
TOTAL JOURNEY WORKERS y yam• 7 37
TOTAL APPRENTICES
TOTAL TRAINEES
GRAND TOTAL x
II COMPANY OFF ICIA1i SS)ONATU/RE ANO TITLE IIZ. TEILPIWNE NUMBER llr.clJW wa cmd 11.DATE SIGNED PAGE
't iof woo! ")"p
Ct90 ust I .vI �06) RSt 60110 9, 19R �OF�
f nwa krr1141~••n as AW146— - —~----_----�-- FORM CC lot...91)aI
• PAPE 6 SONS CONSTRUCTION, INC.
L7. CERTIFIED REPORT JOB t 180 DATE: 11/25/81
FK _ °AGE: t
Month t 11 Meek t 3 -"---"-_----
1 - 7 t. .. r.
`d, late //-Ja � .
EMPLOYEE INFORMATION CRAFT DESCRIPTION lYc"- Ion Tue Ned Thr Fri Sat Sun TOTAL RATE GROSS
------
---------------------
GALLANT. RICHARD FOREMAN OVT 0.0 0.0 0.0 0.0 0.0 0.0 6.0 0.0 10.00 J.00
9512 SR 16 NW
616 HARBOR, NA
98335
Emplt 18 566-58-4144
Exempt: 2 76.00
CAUCASIAN FICA 27.17 CAR 5769 GROSS THIS JOB...-............
FNT 38.37 TOTAL ALL JOBS.................. 266.00
SNT 0.00 OTHER PAY/BENEFITS.............. 131.40
LMT 0.00 TOTAL GROSS PAY................. 397.40
DED/BEN 23.00 NET PAY......................... 308.86
_ _
JOB IMNBER 180 TOTALS REG 0.0 0.0 0.0 4.0 0.0 0.0 0.0 1.0 19.00 76.00
OVT 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00
GROSS THIS JOB.................. 76.00
} TOTAL ALL JOBS.................. 266.00
trN
oate . NCV_30 1987 have been or will be made to appropriate Programs fe the benefit of such employees,
except as noted in Section 4(c)below.
(, _ Christine h. Woods, Contract- A�niatrat�r _
(Name of Sianstory Party) (Tine) (b) WHERE FRINGE BENEFITS :^E PAID IN CASH
do hereby state El —Each laborer or mechanic listed in the above referenced payroll has been paid, as
indicated on the payroll, an amount not less than the sum of the applicable basic
(1) That I pay or supervise the payment of the persom employed by - 1�t7E & Sow-- hourly wage rate plus the amount of the required fringe benefits as listed in the
_ , contract,except as nmed in Section 4(c)below.
CO113trUCt lOR. I Z on the �—, � t -'�
(Cand.acew w wbctm,t tan ( uili ina w. ork) (C) EXCEPTIONS
>)('7�,t� :that during the payroll period commencing on the 16
day of_NoV%Rbpr---, 19_$7-, and ending the 22_day of November .____., 1987_ EXCEPTION (CRAFT) I EXPLANATION
all persons employed on said project have been paid the full weekly wages earned, that no rebates ---`------"-
have been or will be made either directly or indirectly to or on behalf of said
Pact & SOLIH Constntctionr INC. from the full _—
(comnelar w orb xmtractan
weekly wages earned by any I,:.son and that no deductions have been made either directly or indirectly
from the full wages earned ly any person, other than permissible deductions as defined in - ---`-- - -- - - " -- --- ----" -" —
Regulations, Pa-i 3(29 CFP Subtitle A), issued by the Secretary of Labor under the Copeland Act,as
amended (4t1 Stat. 946, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c,), and described ----- --- - -- - - -- ---- - -- - -------- ---
below:
(2) That any payrolls otherwise under this contract required to be submitted for the above REMARKS
Period are correct and complete;that the wage rates for laborers or mechanics contained therein are
not less than the applicable wage rates contained in any wage determination incorporated into the
contract;that the classifications set forth therein for each laborer or mechanic conform with the work
he performed.
(3) That any apprentices employed in the above period are duly reglsterd in a bona fide
app-enticeship program registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Department of Labor, or if no such recognized agency
exists in a State, are registered with the Bureau of Apprenticeship and Training, United States
Department of Labor.
(4) That: ME,AND TITLE SIGMA RE
Kristine L. Woods �--
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS Ccntract Administrator '✓tCTHE WILLFUL FALSIFICATION GF ANY THE A13OVE STATEMOTS MAY.,;'-Ei�t..Q." _ L✓1�a -a..
THE CONTRACTOR OR
L; X—In addition to the basic hourly wage rates paid to each laborer or mechanic listed in SUBCONTRACTOR TO CIVIL OR PRIM NALOPR PROSECUTION.SEE SECTION tool OF T TLETIS AND SF-CTION 231 OF t
the above referenced payroll, TITLE 31 OF THE UNITED STATES CODE
payments of fringe benefits as listed in th itrect
U.S. OOVERNIUM PAINTING OFFICE : 1985 0 - 475-249 e
OMBNn 12150149
PAYROLL Ex11,rl, D4a0e7
U.S. DEPARTMENT OF LABOR
WAGE AND HOUR DIVISION (For Contractor's Optional Use;See InstrUction,Form WH-347Ind-)
ADDRESS
NAME OF CON1RAtiTOR ® aR SUBCONTRACTOR
— 9512 State Highway 16, MJ, Gig Harbor, WA 98
335
Pape S Sons Construction, Inc.
r - NO
Fo�W ENDING AND
L (i 6.
EER
►�+�I'O' November 22,_ 19.87 ___ m °1
aI DAY AND DATE �I NI I m DEDUCTIONS NET
Ol gg I W - - WAGS
ao I TOTAL RATE ,�M WITH. TOTAL rAa
NAME. ADDRESS, AND WORN HOURS OF PAY FANNED FICA HOLDING; OTHER DOOMWAE FOR WEEK
SOCIAL SECURITY NUMBER sf CLASSIFICATION — TAX
OF EMPLOYEE g; HOURS WORKED EACH DAY
O
- s _
0
s
0
S - -
O
s _
-- O
S
s
---- O
s -
0
F - -
0
i
s
soRr AN-347 (1/6e)—FORMERLY sot tN--PURCHASE THIS FORM DIREULY FROM THE SUPf. OF DOCUMENTS
QtFF.r, � or. = HOrnQ- O wner `S
►�a �e Qnd Sons Coast . oar HQ►^ bor
uj 't I I Cam m Face. to wor K on cq, new f � �
wai'er rnair\ on Q,4 Our,- .Co , From
ic, ► o'lfotr St .� o; p�rox i mently �/ to 5 Lueelk s c�
work n Qre0.
LA) lno PQ- we w , Y,o� enusE a- n y neNl -
uent�0i.r Z�' Qr, QrnErSenc � Qri SQ�S
��Q � free + o c4f � C4ifec.�' .
?apq. Arid Sons SS ( tDoy0
C. Gallan + S'�q - (oo �a3
3 r„ -�)A e. 851- 34 `79
+ 0 Re n+or) a35- Qtc 3f
OF RE
PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
MUNICIPAL BUILDING 200 MfLL AVE.SO. RENTON,WASH.98055
'9,0 0•
O94TED SEPTE�I.OEP
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
DATE: November 25, 1987
TO: Richard C. Houghton, Public Works Direc`.or
Police Department, Traffic Division
Lee Wheeler, Fire Department
Jack Crumley, Street Department
Ray Sled, Water Department
John Stein, Street Department
Gary Morrison, Sewer Department
John Ralston, Traffic Engineering
Gary Norris, Traffic Engineering
Bob Bergstrom, Utility/Design Engineering
Ron Nelson, Building Department
FROM: David R. Tibbot, Design Engineering
SUBJECT: PROJECT UNDER CONSTRUCTION
PROJECT: Water Project No. W-925
84th Avenue S. Steel Watermain Replacement
PROJECT LOCATION: 84th Avenue So. from So. 124th to So. 134th Street.
DEVELOPER: City of Renton Department of Public Work,
David R. Tibbot, Project Manager
235-2631
CONTRACTOR: Pape & Sons Construction, Inc.
9512 State Highway 16 NW
Gig Ha, Dor, WA 98335
927-5216
FOREMAN: Dick Gallant 927-5216
Emergency Phone: 549-6023
CITY OF RENTON
INSPECTOR: Abdoul Gafour 235-2631
K.C. INSPECTOR: Jay Fulwider
235-2631
1J.09.DRT:mf
PRECONSTRUCTION CONFERENCE
UJ —4 Z f
PROJECT: 84-M Ave ht4iN !•Lep"u4fo ,r_ryTbATE: 1/- 19- 8`7
ADDRESS/LOCATION: 8µ Av - $ Fa-o" S 17 4�1-6 S1—
iQ_
PRCJECT # �+`� - Z S� PERMIT M WORK ORDER M 4 `�$ 4--
THOSE IN ATTENDANCE
NAME COMPANY PHONE
) r306-r � Z3S 2�� 1
1�.l�Y SLED r I7' V OF A2rwra� wo7?re ?3s zG f�6
2-3 5-26�k
at cI G„v 7 ¢ so ti 's 9.5 / •6e 4.10
r-4z--ofaz� /:i,U(:r 'fpuNi y 4435 2-'iY -6T)
2 -1 �t
P51 ass-ZR 61-
l. c, z CoaIP 433 - 6359
A 69out, 6 u& )NWcrvnL 23 5_ 27G3/
,..
PRECONSTRUCTION CONFERENCE
_ DATE:
PROJECT:
ADDRESS/LOCATION:
PROJECT M PERMIT N
WORK ORDER H
i
THOSE IN ATTENDANCE t
PHONE
CO
NAME MPANY
,V. �-
TO,. DATE:
SCHEDULING AND NOTIFICATION
REQUEST FOR PRE-CONSTRUCTION CONFERENCE
NAME OF PROJECT: �� AN S Sr c- w4M rL
no, CL w�4�+t7+n.y
INSTALLATION: 1 2,. Li i1 TV,TL LOCATION: R4414-S 1=rt>"^ S /tr- ST_
7D S 134 S�
1. Set Date: (— t`t — $ 7 and Time i 2!O Pr't
2. Call Harriet i-i Mayor's office to book Conference Room
�-'o U R-TH Floor
3. Notify Appointed Inspector A G OOv t.- G A Fw�2
4. Notify Contractor/Developer PAPr -� SONS —
S. Fill out attached form, make :appropriate number of copies, and route to personnel aLia to meeting
Notify the following City Departments:
Design Engineering
GGGddd��� X Fire Department
X Police Department
X Street Department
}� Traffic Department
X Utilities Department
X Water Shop
Sanitary Sewer/Field
Other
6. Telephone the foilowing outside companies: Phone Number
Department of Transportation 453-6424
Pacific N.W. Bell Company 235-3012
X Puget Sound Power & Light Company 255-2464 x 4355
_ Seattle City Light 628-3066
_ X Cable TV 228-II80-
X Washington Natural Gas Company 622-6767 x 249-
K Metro-Bus Routes 684-1693 —
X King County Inspection
244-0770 w - t 1"3S J G r 2
Other 1GGw O tt t a•- 777. - �SSo
INTEROFFICE CORRESPONDENCE
Date November 19, 1987
TO; Dave Tibbot-Engineering
FROM; Maxine E. Motor, City Clerk
SUBJECT; CAG-065-87 - PAPE 6 SONS CONSTRUCTION INC - 84th Avenua South Steel
Water Main Replacement
--------------------- ----------------------------------------------------------
We return herewith fully executed document(s) , as above-
captioned, copy of which we have retained for our official
public records. Copies should be forwarded to
Pape & Sons Con=, ruction Inc.
and the other for your file.
Pursuant to your memo of we return herewith
docuaentfs) , as above-captioned, which have been s.3ned by
City Officials and need to be forwarded for furth r execution
by
We return herewith recorded document(s) , as above-captioned,
copy of which we have retained for our official public records.
Copies should be forwarded to appropriate parties and retained
as necessary for your files.
Please file a fully executed copy with the City Clerk's office
for our permanent records when received.
Thank you.
MII+--dF gn
cc;
Enclosures (4)
t
WATER ANN SEWER I'R0,TrCTS
PRESENTLY UNDER CONSTRUCTION
IN
II .. ,, THE CITY OF RENTON
WATER PROJECT M W 9Zs. SEWER PROJECT I_ DATE
WATER PROJECT TITLE � �'�` /4Vi S S TTz. YZ__
r"I41N Z �i: Iz:>�Ac - t-1 ah-7--
PROJECT LOCATION &4 -12A 41 ,ja C
To S 12 4 TM s-,-
DEVELOPER C LT'
ADDRESS P/z e-� ('-I Gn
PHONE
EMERGENCY
PHONE
CONTRACTOR 'P�C
ADDRESS
PHONE $ S/ a lf0
EMERGENCY
PHONE 9' Z 7 5- 6
FOREMAN A6�,.. r
PHONE
EMERGENCY
PHONE
City of Renton Inspector., �J QO V�_
Other Inspector i:::: , C. — 44Y
C
OF R�
PUBLIC WORKS DEPARTMENT
_ DES!GN/UTILITY ENGINEERING 0 235.2631
0 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH 98055
0
$9,rCO $EPTE0;
BARBARA Y. SHINPOCH November 16, 1987
MAYOR
MEMORANDUM
TO: Maxine Motor, City Clerk
FROM: David R. Tibbot, Design Engineering
SUBJECT: W-925 84th Ave. So. Steel Watermain Replacement
Attached for signatures are Five copies of the above referenced contract,
which have been signed by the contractor. The contract has been approved for
legal form per the City Attorney.
uavlo R. Tibbot
2H.6.14./DRT:ckd
Attachments
• A r+ n A A /► h re n { `^ r r fh III A
RaR]PN[M J.
PAPE & SONS CONFTRUCTION, INC. �«���p Q� ��Q� v �4�Q�
9512 State Highway 16 N.W.
GIG HARBOR. WASHINGTON 93335
DST( / JON
•TT(NTO'.
TO
i
.t It l'Jrt:a
WE ARE SENDING YOU G Attached i' Under separate cover via the fallowing items:
❑ Shcp drawings i 1 Prints ❑ Plans ❑ Stmphs ❑ Specifications
❑ Copy of letter ❑ Change order [I
COPIES DATE No. A DESCRI"10N
r !�
THESE ARE TRANSMITTED as checked below.
❑ For approval ❑ Approved as submitted f Resubmit----copies for approval
❑ For your use ❑ Approved as noted Submit--copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return__corrected prints
❑ For review and comment ❑ __ _
❑ FOR BIDS DUE__ _19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS, ---------. ..-------
COPY T0,
F
l;
143% G 92,h y
ISSUED 1 1 /1 J/ 9 7 CITY OF RENTON
BUSINESS LICENSE DON CLEMENTS
FdE 340.03 ;512 STAT•° -iY 1y, NW FINANCE DIRECTOR
Licamee has made application for a City of Renton Business License in accordance with the prove
sions of Title V,Business Regulations Chapter 1,Code of Genera_1.0,11•.antes of the City of Rentor
and agrees to comply with all the requirenenls of said ordinance.Llydnsee shall further comply with 3
any and all other City Codes•Ordinancestitat ulatldno applicable to the business ac-
tivity licensed hereunder. p' w r
=gip= s SONS CONSTRUCT;
4512 STATE hY 16. NW eu t
HAR5Z WA 98335
w
440 ';- CITY OF RENTON
niL PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Design/Utility Engineering
November 13, 1987
KING COUNTY WATER DISTRICT q14
84190 South 116th Street
Seattle, Washington 98178
SUBJECT: 84TH AVENUE SOUTH STEEL WATERMAIN REPLACEMENT
from South 126th St. to South 134th St.
A Pre-construction conference will be held Thursday, November 19, 1987, at
1 :30 p.m. in the 4th 'Floor Conference Room in the Renton Municipal Building
at 200 Mill Avenue South. Since this project will impact your mains and
services in 84th Avenue South, please send a representative to this
conference. A set of construction plans is enclosed for yuur review.
You may contact me at 235-2631 it any additional information is required.
Very truly yours,
David R. Tibbot
Project Engineer
1H.3.20.DRT:mf
Enclosure
200 Mill Avenue South - Renton, Washington 98055 - (206) 235.2631
TO: DATE:
SCHEDULING AND NOTIFICATION
REQUEST FOR PRE-CONSTRUCTION CONFERENCE
NAME OF PROJECT: 4k $ S7'EC_L- L"ll rt M4.." R tLpLq c.� f.n
INSTALLATION: 12" t j dTta rL ty A,,.4
LOCATION: 844v.,C t=tzo� S lice c7- 77j S 1 y ST
1. Set Date: _11— 141 — S- 7 and Time 1 30 Pin
Cull Harriet in Mayor's office to book Conference Room r=O U rz-T { Floor
3. Notify Appointed Inspector A 13 t7Ou G A Fw IZ
C.,�otify Contractor/Developer PAPe- S OhIS
5. Fill out attached form, make appropriate number cf copies, and route to personnel ri r to meeting
d=. Notify the following City Departments:
x Design Engineering
x Fire Department
X Police Department _
X Street Department
X Traffic Department
X Utilities Department
X Water Shop
Sanitary Sewer/Field
Other
6. Telephone the following outside companies:
Phone Number
Department of Transportation 453-6424
Pacific N.W. Dell Company 235-3012
X Puget Sound Power & Light Company 255-2464 x 4355
Seattle City Light 628-3066
X Cable TV 228-1180-
X Washington Natural Gas Company 622-6767 x 249-
X Metro-Bus Routes 684-1693
X King County Inspection 244-0770 ' - 13 9s- 3 ? e L
_�� Other IeGw 0 +1 1 77 z - /SSo
TO: DATE:
SCHEDULING AND NOTIFICATION
REQUEST FOR PRE-CONSTRUCTION CONFERENCE
NAME OF PROJECT: L�_aY S SLUCk w4tr w
INSTALLATION: 1 'L" w ,A IZ tz " a . 4
LOCATION: d /Z 7- M 7T
1. Set Date: IL t R - i- 7 _ and Time I '. 3p Pry
2. Call Harriet in Mayor's office to book Conference Room r=O u R-T)-i Floor
3. Notify Appointed Inspector A 13 you L- G A FuvtZ
4. Notify Contractor/Developer PAPF J, Sot-AC
S. Fill out attached form, make appropriate number of copies, and route to personnel ri r to meeting
0=. Notify the following City Departments:
X Design Engineering
x Fire Department
x Police Department
X Street Department
X Traffic Department
x Utilities Department
X Water Shop
Sanitary Sewer/Field
Other
6. Telephone the following outside companies:
Phone Number
Department of Transportation 453-6424
Pacific N.W. Bell Company 235-3012
X Puget Sound Power &c Light Cumpany 255-2464 x 4355
Seattle City Light 628-3066
X Cable TV 228-1180-
X Washington Natural Gas Company 622-6767 x 249
K _ Metro-Bus Routes 684-1693
x King County Inspection 244-0770 -1-' - 139y'_ 9
Other ICL%uO !t 1
CITY OF RENTON
Lawrence J. Warren, City Attorney
Daniel Kellogg - David M. Dean-Mark E. Barber -Zanetta L. Forties -Theodore R. Parry
Assistant City Attorneys
November 10, 1987
TO: David Tibbot, Protect Engineer
FROM : Lawrence J. Warren, City Attorney
RE: 84th Avenue Watermain Replacement
Dear David:
I have reviewed the above captioned contract. It is approved as
to legal forn , except Section (a) of the Minority Business
Enterprise Certification form should be completed.
wre La J. Warren
LJW:nd
Encl.
CC. Mayor
N8. 14:38
9
NOV 12 1987 f
E.
d
Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 (206) 255-8678
ISSUE DATE(MWDLYM
11/05/87
PROOICEP THIS CERTIFICATE M ISSUED AS A MATTED OF INFORMATION ONLY AND COMMAS
BRA1137D I��TQd N� UPON THE rK IS EFICAT�DOES
HOr AROUND,
P. 0. Box 11205 EXTEND OR ALTER
�� ISTHE E4
Taome, WA 98411 COMPANIES AFFORDING COVERAGE
COMPANY A _
LETTER Aetna OBwasl i
COMPANY INSURED LETTER
` --
OMP
PAPE G SOW 0ML41S30 U(N, M. LETTERY C —
9512 State Route 16 COMPANY D
Gig Harbm, Wh 98335 LETTER
COMPANY t
F . .
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE:STED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOOSgICATEO.
NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OnCRSED M[!BI M SUBJECT TO ALL THE TERMS,EXCLUSIONS,AND CONOF'
TIONS OF F':.- POLICES.
CO T/PE OF INSURANCE POLICY NUMBE R POLO ERECINE RACY ENYWON LIABILITY LIMITS IN TYIOUSAl108
DATE M 1XVm DATE IMWQw YI I EA(:H
_ acwRenCE AGOREtIAN
GENERAL LIABILITY no°ar
1%MP EHENSNE FORM �NaucY $ $
MMISESOPERATIONS PROPER"
RGIq Ia C DAAIACf $ $ .
osaN OLLAPSE HAZNO
PRODUCTSICOWLETED OPERATIONS
A CONTRACTUAL 8100128102om 9/23/87 9/23/8B coo'POFNED $ SW $ 1F000
INDEPENDENT CONTRACTORS
BROW FORM PROPERTY DAMAGE —_
PERSONAL%MY PERSONAL INJURY $ 1FOW
i
AUTOMOBILE LIABILITY my
ANY AUTO PEERNed $
All OWNED AUTOS IP�EW�� PASS) + NMI
ALL OWNED AUTOS( UEERV
THAN) \ AN Acm T. $
HMO AUTOS PROPERTY
NON OWNED AUTOS 'E $ _
GARAGE LIABILITY M A M
A 81FJ7245170CA 9 33 87 9 23 88 CO1BNED $ 500
EXCESS LIABILITY -��---
A UMBRELLA FORM SUS526622AICA 9/23/87 9/23/88 ocuciom&O $ 2,000 $ 2,000
OTHER THAN UMBRELLA FORM
STANTORY
WORKERS COWIlI18ATlOi
AND ..r.Wywy. $ IEACn AC�IOFNI)
B �.
EMPLOYERS' UA LITY � $ — ( ICY LMR
$ (DISEASE EACH EMPLOYE
OTHER
.__.___ L____-___.__._-
DESC4WTION&OPERATIONSILOCATIONSNENICLESISPCCIAL ITEMS
AS 14WECPS: 84th Avwm South Steel Water Nero AePlaoelent.
A • - A
C:rrY CF 1*2nKN SHOULD ANY OF THE MOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EX-
PIRATION:(ill Avenue SOLlth PIRATHON DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TD
DAYS WEITTEN NOT TO T RTIFICATE HOLDER NAMED TO THE
Renton, WA 98055 MARE TO MAIL IQ NO 7 ON OR LIABILITY
OF AM T S N OL TATIVES.
JAUTHOR0-D PRE IVE
G ISSUE DATE nAMloDnn
_ r
PRppUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF N•FORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE IIq.pER THIS CERTIFICATE DOES NOT AMEND.
P. 0. [ 11ZOS EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. _
Taoam• VA 994u COMPANIES AFFORDING COVERAGE
�W Y w Amal Cvo�ltY i snrsty
-7 COMPANY • -
INSURED
COMPsail Gam• Dc• LETTER �''
!lf12 sbabn Lllb 16 COMPANY D
09 Ham• 1w l833s
bft�
COMPANY E ....
LETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NA`AED ABOVE FOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH F E.PECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN,THE MSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE (ERMS.EXCLUSIONS.AND CONDI-
TIONS OF SUCH POLICIES. .__--_
PQJCY EffKTTA POLICY E)WR%T N �LIABILITv LIMA$IN THOUSANDS
CO TYPE OF INSURANCE POLICY NUMBER DATE•IEADD" MTE RRVOVYYI AGGREGATE
T x<URc-ACE
6EFIEML IIABBJTY - IIODIIY $
•AAP Y
COMPREHENSNE FORM —.
PI¢MISESIOPERAi10N5 PROPERTY
DAMAGE $ $
EXPLOSION&COLLAPSE HAZARD
PRODUCTSCOMPLETED OPERATIONS
CONTRACTUAL 81=2810= 9/23/87 9/23/88 BOG",Apson*o $ NO $ 1FY00
INDEPENDENT CONTRACTORS
BROAD FORM PROPERTY DAMAGE $ 1P�PERSONAL INJURY
PERSI'wAl INJURY
AUTOMOBILE LIABRM _. 000FOR " $
ANY AUTO
Al.OWNED AUTOS IPRN PASS I t\ WAY
AL',OWNED AUTOS(OTNERPT�1 \. A7LFMn $
HIRED AUTOS PPoV / PROPERTY D $
AMAGE
NON-OWNED AUTOS
GARAGE LIABILITY OF 24!ad lye um ww" SIL R9 NED $
81FJ724517CY.11 glum l�'�i!!�A _
EXCESS LIARAM �• •A
X UMBRELLA FORM �AwaifAa�r• BYM�• COMBINED $ b IIP�r $ 2*M
OTHER THAN UMBRELLA FORAI ___
- STATUTORY
WORKERS COMPENSATION �yr� $ _EACH ACCIOFYT)
AND s� $ IASEPSF-POI ICY LIMIT;
EMPLOYERS'LIABILITY $ (DISEASE EACH EMPLOYEE)
ITOTHER
DESCRIPTION OF OPERATIONSILOCATNJNSIVEMCLES!SPECIAL ITEM y.�
AS sssweaa: 24W Irano� *nth Ntbw Min P�ploommit.
• .m IV imam SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE"'NCELLED BEFORE THE EX
2� 1 PIRATI �} DATE THEREOF. THE UING COMPANY WILL ENDEAVOR %
(MIL Y7 Ol YS WRITTEN NOTI T THE .ATE HOLDER NAMED TO THE
vantm• WL "OW BUT FAILURE SUCH T LL NO OSL OR LABILITY
OF THE OMP Y _ NITS OR . ._SUN TI
AFT E NTA Ni
• I
• i� • • • • • • • • • • • •
PAPE & SONS CONSTRUCTION, INC. LE44EM OF 4(MLrk\K!a0N0g1rkL
9512 State Highway 16 N.W.
GIG HARBOR. WASHINGTON 98335
/y�i C/�� `
GATE / JON NO.
(206) 852-6040 •TO C.0 FX1iOX
y� Ne 1
y
of UU u a V �tip rnk
11'
i
L t
WE ARE SENDING YOU 4- Attached Under separate cover viabe faYoralWems:
❑ Shop drawings Prints ❑ Plans ❑:Samples E,„._ , . ❑ Sp0.cifications
❑ Copy of letter ❑ Change order ❑ (yy � ,�+ 4 _
COPIES DATE NO. DESCRIPTION
s u
z /.scettH u� i
G
.ESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted Cl Resubmit—copies for approval 1
❑ For your use ❑ Approved as noted ❑ Submit--copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return--corroded prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
nmc+N+I eeF r.o iiw mug a.nc+o.ur.• •n Xw s• ooua. uney not+ry u• .e one..
PAPE & SONS CONSTRUCTION, INC.
9512 STATE HWY. 16, NW
GIG HARBOR. WA 9B335
(206) BSI-6040
COM,RACTORO RCMIST V,iOR 1 PAP(RI•3O.GE
November 6, 1987
City of Renton
Public Works D=partment
200 Mill AvP- ,e South
Renton, WA 98055
Attn: Mr . Vincent Lee
Re: e4th Avenue S. Steel Watermain Replacement
'eater Project No . W-92E,
Subj : Afrirmative Action Plan
Dear Mr . Lee,
Per ❑sir phone conversation this morning, I am enclnsing
an attachment to our Affirmative Action Plan satisfyinj the
requirements of the City of Renton.
Pape & Sons currently employs a work force of many
minority individuals, and, in fact , actively pursues female
and minority individuals when we have openings for employ-
ment . Our company is accustomed to being in compliance with
various Federal , State and Municipal requirements with regard
to Equal Opportunity Employment and Affirmative Action Goals.
We r '. State Certified Minority Eusiness Enterprise
and full, f gnize the importance of equ. opportunity io
the job market. We maintain documentation showing our good
faith effort to recruit minority and female individuals.
For all jobs worked in the month of October , 1987, Pape
& Sons minority percentage was 18.4%, with those minority
individuals in crafts ranging from flaggers to foremen.
Again, thank you for yo�ir suggestion designed to improve
our current policy statement . If I can be of any further
assistance to you, please do not hesitate to call .
Sincerely,
Christine L . Woods, E.E.O. Officer
Pape & Sons Construction, Inc .
Enclosure: Attachment to Affirmative Action Plan
CITY OF RENTON
rLL PUBLIC WORKS DEPARTMENT
Barbara Y. Shinprreh, Mayer Design/Utility Fngineering
November 5, 1987
PAPE & SONS CONSTRU�, :ON INC.
9512 State Highway. 16 N.W.
Gig Harbor, Washington 98335
SUBJECT: WATER PROJECT NO. W-925
Affirmative Action Plan
Gentlemen:
I have reviewed your Affirmative Action Plan with Vince Lee and find that it
covers all the points recommended in our "Sample" with one exception: Would
you please formulate a "Goals" section and append it to the submitted Plan.
Return the amended Plan to me with the contract, bend, etc., since they will
all be bound in the same documents.
Very truly yours,
David R. Tibbot
Project Engineer
1H.3.19.DRT:mf
Enclosure
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
r PAPE & SONS C rlQN��NC. LIEUTEw 00 F 4QG�G SZOU�!�U
9512 State Highway ghway 16 M.W.
GIG HARBOR. WASHINGTON 98335
(20S) 851-6040
TO
WE ARE SENDING, fOU Attached E Under sepa.ate cover via the following items.
❑ Shop drawings r Prints F- Plans ❑ Samples ❑ Specifications
❑ Copy of letter n Change nrder
COPIES DATE NO, DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ r approval Q Approved as submitted ❑ Resubmit copies for approval
G ror your use ❑ Approved es noted ❑ Submit—copies for &stribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑.»�___
❑ FOR BIDS DUE— 19 ❑ PRIN73 RETURNED AFTER LOAN TO US
REMARKS
COPY TO— --_ _ —
SIGNED:
A;':.:<t fM��t.Ow r•o�an Ir mcbwr�s �w nW EE ,wNe. k1nJ1� .ronh ua �t oM�. 1
PAPE & SONS CONSTRULfION, INC. (��� � 4 ��v��044Q�
9512 State Highway 16•N.W.
GIG HARBOR, WASHINGTON 98335
DATE JDa »o.
(206) 851.6040 — -� D
♦TTIXTO» ��
To
WE ARE SENDING YOU yy, Att2-',ed i.' Under separate cover via the following items:
❑ Shop drawings _; Prints ❑ Plans ❑ Samples ❑ Specifications
❑ copy of letter _ Change order ❑
COPIES DATE NO. DESCRIPTI94,
NOV 5 IMi
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmitcopies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections 0 Return--corrected prints
❑ For review and comment ❑ _
0 FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS _
14A
n r� v�4e s F,' T1� rET�1 AGE
�}jf� �qUt 3' p� JLcL ��aL • �IGNED: � --,✓. !,/.f�
in.L.Q.*( wr »eery vs 0 one..
PAPE & SONS CONSTRUCTION, INC.
9512 STATE Hwy. 16. NW
GIG HARBOR, WA 98335
1206) 651-60a0
COw,4•C+00 Rcwa++•now l P•PraP20+0E
AFFIRMATIVE ACTIUN PHUGRAM
1 ) Ensure and maintain a working environment tree of
harassment , intimidation and coercion at all sites and in all
facilities at which this firm's employees are assigned to
work . This firm will specifically ensure that all foremen,
superintendants, and other on site supervisory personnel are
aware of, and carry out , our obligation to maintain such a
working environment with specific attention to minority and
female individuals wo-king at such sites or in such
facilities.
r✓ , establish and maintain a current list of minority and
female recruitment sources, prc•. ide written notifications to 1
these sources, and to community organizations when this firm
has employment opportunities available and maintain a record
of the organization' s responses.
-' ) Maintain a current 'rile of the names, addresses and phone
numbers of each minority and female off-the-street applicant
and minority orb female referral from a Union, a recruitment
source or community organization, and what action was taken
with respect to each such individual .
411 Provide immediate written notification to the director of
the OPCCP and other E.E.O. offices when the Unions to which
this firm has a collective bargaining agreement does not
refer this firm a minority person or woman sent by this firm,
a - when this firm has ot.ier information indicating that the
Union referral process has impeded the contractor 's efforts
to meet its obligations.
b) Tnis firm pill disseminate its F .E . 0 policy by pr^viding
written notice of the policy to Unions and training programs
i
and requesting their cooperation in assisting this firm in
,neetinq its E -F-0 policy with all management personnel and
all minority and female emplovees at least once a year . This `.
Company E.E .O. Policy will be posted on the bulletin boards
accessible to all employees at each location where this firm i
is performing c:onstuction work . pl
This firm will participate in training programs for the
a,-eas which esp-essly include minorities and women including
upqrading programs and apprenticeship and training programs
relevant to this firm's employment needs. This firm will {
provide notice of these programs at the sources indicatid I
above .
I
Ihis firm will , at least annually , review the Company's
E .E .O. policy and affirmative action obligations with all
employees having any responsibility for hiring, assignment,
layoff, termination, or any other employment decisions,
including specific review of these items with onsite
supervisory personnel , such as superintendents, general
toremen, foremen, prior to the initiation of construction
work at all job sites. A written record shall be made and
maintained identifying the time and place of these meetings,
Persons attending, specific matters discussed, and
disposition of the subject matte•. .
8) This firm will disseminate E.E.O. policy externally
including it in advertising by news media, specifically
including minority and female na;ws media. A copy of this
firm's E.E.O. policy will be mailed to all general
contractors this firm does business with.
9) This firm will , not later than one month prior In the
date of acceptan_e of apprentice applications, send written
notification to all the organizations indicated above
describing the openings, screening procedures, and tests to
be used in the sTlection process This firm will encourage
Present minority and female employees to help recruit other
minority persons and women.
10) This firm will , at least annually, conduct an inventory
and eval. ation of all minority and female personnel , for
promotiona, opportunities and encourage these emplo�rees to
seek or to prepare for , through appropriate training , etc . ,
such opportunities.
11 ) This firm will ensure that all facilities and company
activities are non-segregated and that separate or si.ngle-
user toilet and necessary changing facilities shall be
provided to assure privacy between the sexes.
lei This firm will ensure that seniority practices, job
classirication, work assignments, and other personnel
practices, do not have a discriminatory effect by continually
monitoring all prrsonnel and employment related activities.
13 ) . his firm will document and maintain a record of all
solicitations of offers for subcontractors for minority and
female construction contractors and suppliers including the
circulations of solicitations to minority and female
contractors associations and other business associations.
14 ) this firm will conduct a review at leas: annually of all
supervisors adherence to and performance under this firm's
E.E.O. poll y and affirmative action obligations.
i
l`a> This firm, in accordance with the Department of labor ,
Office of Federal Contract Compliance Programs specifications
Executive Order 4112469 Paragraph Eight, will participate in
the Puget Sound Chapter National Contractor Associations's
affimative action program for the ourpose of obtaining their
assistance in fulfilling this firm's obligations of 7A
through 7P of the Executive Order and other E.E.O. office
requirements.
le , This firm will not enter into any subcontract with any
other person or firm debarred from government contracts
pursuant to the Executive Order #11246.
17) Christine L. Woods is designated the responsible official
to monitor all employment related activity to ensure that the
company E.E.O. policy is being carried out and to submit such
reports and records as required by the various E.E.O.
departments, Federal , State, and its political subdivisions.
1
PAPE & SON-3 CONSTRUCTION, INC.
95._. STATE HWY. 16. NW
Ora HARBOR, WA 98335
(206) e51.604❑
cow,w�p,oq NlonTw�n owN r�P[lP3D�O[
November 3, 1987
City of Renton
Public Works Department
200 Mill Avenue South
Renton, WA 98055
Attn: David F. Tibbot
Re: 84th Avenue S. Steel Watermaio Replacement
Water Project No. W-925
Dear Sir ,
P�.pe Suns does not articipate using any subcontractors
on the above referenced project . The material suppliers that
we propose to use are as follows:
Stoneway Concrete
Riviera
Pacific Water Works
U.S. Pipe
M.A. Segale
If I can be of further- assistance please do not hesitate
to call .
Re
pectful/l/y'. /
Candy Henke, Office Manager
Pape & Sons Construction, Inc .
CH:clw
- r
% - CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Barbara Y. Shmpoch, Mayor Design/Utility Engineering
October 30, 1987
PAPE & SONS CONSTRUCTION, INC.
9512 State Highway 16 NW
Gig Harbor, Washington 98335
SUBJECT: 84th Avenue S. STEEL WATERMAIN REPLACEMENT
Water Project No. W-925
Ladies and Gentlemen:
At it's regular meeting of October 26, 1987, the Renton City Council
acceptea your bid for 84th Avenue S. Steel Watermain Replacement, Water
Project No. W-925, in the amount of $89,238.17.
To enable preparation of the contract documents, please submit the
following:
1. A list of name, address, phone number and emergency phone number for:
Responsible Officer, Job Foreman, Bonding Agent.
2. Corporation letter or Resolution giving names of those authorized to
sign contract and samples of their signatures.
3. Photo copy of current State Contractor's License (not master license).
4. Photo copy of current Renton Business License.
5. *Five contract bonds on Renton forms, UNDATED, date to be filled in
when signed by the Mayor.
6. *Five signed contracts also UNDATED.
7. Your Affirmative Action Plan. Your bid do..ument certified that you
would supply within five days of notificat .on of low bidder status.
Please submit this document immediately so that it may be included in
the contract document package. If you need any help preparing this
document, please contact Mr. Vincent Lee in the Public Works Director's
office at 235-2569.
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
PAPE & SONS CONSTRUCTION INC.
�:.couer 30, 1987
Page 2
Also, to allow for a notice to proceed as soon as possible after the
contract is signed, I will need a list of proposed subcontractors and
materials suppliers.
Very truly yojrs,
David R. Tibbot,
Project Engineer
1H.3.16.DRT:mf
Attachments
2of 7
Contractb Other Than Federal-Aid FHWA
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
2) The aforesaid Contract, entered into by the acceptance of the Contractor's
bid and signing of this agreement, consists of the following documents,
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
hereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps & Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions, if any
i) Technical Specifications, 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 tl ,reof,
or fails to cor ,ilete said work with such time, or if the Contractor
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor's insolvency, or if he or any of his
Rev. 4/83
GO
1 of 7
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this day of 19 ,
by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and PAPE 8 SONS
CONSTRUCTION, INC. hereinafter referred to as "CONTRACTOR."
WITNESSETH:
1 ) The Contractor shall within the time stipulated, (to-wit: within 40
working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in connection with the City's Project (identified as No. W-925
for improvement by construction and installation of: 84th Ave. S.
Steel Wai:ermain Replacement
All the foregoing shall be timely performed, furnished, constructed,
4nstalled and completed in strict conformity with the plans and spec-
ifications, including any and all addenda issued by the City and all
other documents hereinafter :oumerated, -,sd in full compliance with all
applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished
Contracts Other Tt.an Federal-Aid FHWA 4 of
5) Contractor agrees and covenants t, .,old and save the City, its officers,
agents, representatives and employees harmless and to promptly indemnify
same from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property ar'.sing from or out of any occurrence,
omission or activity upon, on or about the premises worked unon or in
any way relating to this Contract. This hold harmless and indemnification
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.
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 rity harmless ar. he shall pay all costs,
expenses and ieasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements hereunder.
b) Any notice from one party to the other party under the Contract shall
be in writing and sha" 1 be dated and signed by the party givitig such
notice or by its duly authorized representative of such party. Any s:ch +
` ' 1
Contracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notits upon him and his surety of its
intention to terminate the Contract, and unless within ten (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,
provided, howe� ,r, that if the surety within riftee 15 _days 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 w�rk under the Contract and prosecute the same to completion
by Contract or by any other method it may 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 pronarties belonging to the Contractor as may b on site of
the project and useful therein.
4) T`e foregoing provisions are in addition to and not in limitation of
any other rights or remed4es available to the City.
6of 7
Contracts Other Than Federal-Aid FHWA
obligated to take immediate steps to correct and remedy any such defect;
fault or breach at the sole cost and expense of Contractor.
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of the Contract, including the payment of all
persons ar + firms performing labor on the construction project under
this Contract 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 Eight-nine Thousand Two
Hundred Thirty-eight and 17/100 ($89,238. 17) which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
i
" Rev. 4/83
u
5of 7
Contracts Othar Than Federal-Aid FHWA
notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail , postage prepaid,
li
certifie, or registered mail . `-1
`dr3
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than 40 working days
frc - • date of commencement. For each and every working day of delay
afL_. the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of $154.00 (Sec. 1-08.9)
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 provid-d for by
this Contract shall relieve the Contractor of liability in respect to
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 damage 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 specifie,. The City
will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be
L
PAPE SONS CONSTRUCTION, INC.
9512 ST S I H.v- 16. NW
GIG HAN90G. WA 99335
Dave Tibbot.
Contracts Other Than Federal-Aid FHWA of 7
IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above-written.
CONTR:.7OR CITY OF RENTON
rest ent artner nor a�1 yoorr
ATTEST:
ecretary City C erk
/b/a PAPE & SONS CONSTRUCTION, INC.
irm ame
Individual_ Partnership
Corporation X A Corporation
tate o ncorporation
Attention:
If business is a CORPORATION, name of the corporation shou'd be listed in
full and both President and Secretary mur' sign the contract, OR if one
signature is permitted by -orporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should
appear followed by d/b/a and name of the cor ny.
�MMYr�ir,rgN Pr WVMORry,bMri>{)EMm �.., Y 4J vw� 1....] ("s f7 w •
,NrAW�4.pXR4 RRI NPY 11rkr4rNt�r,auN NO CARTON PAPER REQUIRED.lyp,or wrrn on orr0 -`Xrr,t4Vn wrlrXWomlIkAXY ARpsYr on cogs penM,n
"I .]Art
PRIORITY
a PAPE & SONS CONSTRUCTION, INC. to-z2-37 - —
,{ ll (�(/ // ,//,{ pj ❑ URGENT!
G 7 d�/�a���✓/1GCYS�C/N[W. E"No. ❑ won A9 Pommu
M GIG HARBOR. WASHINGTON 98335 I W( ❑ No"my NLEM
IIIvvv ,.r.NRCN ...----
(2ddYh66�U7f/ 851-6040 Dave Tibbot
III ausxc
I City of Renton `
T Engineering Department Job Sum ary
O 200 Mill Avenue South
III Renton, WA 98055
Attn: Dave Tibbot
Mr Tibbot,
Attached please find the list of Pape & Sons projects that you requested.
M
E If you require further information, please do not hesitate to call.
s
S
A
G
E
I
SIGNED:Jim Jordan, Superintendent
oAr,a REwr wrar—To -
OCT 23 ma
R
E
E
Y
�) SIGNED:
SENDER: MAIL RECIPIENT WHITE AND PINK SHE[.-S
RECIPIENT: WRITE REPLY. RETURN WHITE TO SENDER, KEEP THIS PINK COPY, -�
PAPE & SONS CONST UCTION, INC.
9512 STATE HWY. i6, NW
GIG HAgeov, WA 98335
(206) 851-6040
cow•w,mow�•wn+w.+iaw Y�A�[�•zowo[
Job Summary
10/22/87
OWNER PRO:,ECT REFERENCE
State of Washington Tremont interchange Mike West
$276,682.00 668-7070
Lakewood Wgter District American Lake Jerry
Gardens Wakefield
$71 ,932.50 473-4491
King County Cedar Hills Landfill Gary Lund
$1 ,052,813.50 575-3200
Kitsap County Detention Center Howard
i92, 143.97 Chapman
272-4131
Snohomish County Cathcart Landfill Mike Gibb
$212,351 .30 ,53-5000
Port of Tacoma SeaIand Shirley
$192,000.00 Mooney
838-0142
Paine field Runway Development Dick Sage
$21 , 149.50 668--70' O
U S. Navy PSNS Steamplant Craig Voight
$1 ,209,286.07 373-4322
Army Corp Aviation Maintenance Lyle
$258,030.00 964-8822
Grays Harbor County Pacific Beach Charlie Mari"
$21G,012.73 249-4222
City of Winslow U.A.B. Madison Ave. Keith Stone
$464,852.00 852 -1212
T.
CITY OF RENTON
FINANCE DEPARTMENT
NIL
SR Maxine E. Motor, City Clerk
Barbara Y. Shinpoch, Mayor
October 23, 1987
Mr. Denis Fury
Fury Construction Company
14536 415th Avenue SE
North Bend, WA 98045
Dear Mr . Fury :
Enclosed is your Seafirst Bank Cashier' s Check No. 8272258
in the amount of $5,931 . 25 representing bid bond for 84th
Avenue South Steel Water Main Replacement W-925 project , bid
opening October 21 , 1987 .
Your as
ur
id did not
check is
threetlowed to bids asushownoon t fall
he attached
Engineer's tabulation.
Pleas,: sign the enclosed copy of this letter in the space
provided in th °ped,margin
addressed envelope. tThankfyouefor
in
the enclosed, .
for your courtesy and your interest.
Yours truly,
CITY OF RENTON
Maxine E. Motor, CMC
City Clerk
Enclosures
CC: Dave Tibbot , Engineer , Fublic Works Department
Above referenced check received by fury Construction Co.
Date
Name
200 Mill Avenue South • F.Puton, WE -ington 9gQ55 - ;206; 235-2501
t ;
\y
BID TABULATION SHEET
PRO JECT • 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT
DATEOCTOBER 21, 1987 PAGE TWO
BIODER BID
GRANT CONSTRUCTION
1420 NW Gilman Blvd. , Suite 2853
Issaquah, WA 98027
KOHL EXCAVATING INC. Z ¢ S lq 83
3330 East Valley Road
Renton WA 98055
PAPE & SONS CONST. , INC.
89 238
9512 State Hwy 16, NW
Gig Harbor, WA 98335
BERT ROBISON CONST. & ASSOC.
P.O. Box 5007 q�,a / 4 ' 4 7
Kent, WA 98064
t� 7 rM
GARY MERLINO CONST. CO. , INC.
If
9125 i0, i Avenue S.
S.attle o108
BOLLES . - ON, INC. -
18844 NE 84th t /
Redmond, WA 98052
PtGK
12 � 3 7 . Z g ( 14 095. o?j
F
ID TABULATION SHEE T
ROJECT • 84TH AVENUE SOUTH STEEL WATERMAIN REPLACEMEN
DATE • OCTOBER 21, 1987
BIDDER BID
ARCHER CONSTRUCTION, INC. / (C� -7 (, 7
18211 East Valley Road
Kent, WA 98032
ALLIED CONSTRUCTION
725 141st Place NE 97 fib$
Bellevue, WA 98007
COLUCCIO CONST. CO. U- 3 577 , 73
9600 Martin Luther King Way South
Seattle, WA 98118
DEL-MAR CONST. CO. D, 6r Z
15624 Ah Avenue E.
Tacoma, L.A 9N445
DUSKE CONST. CO. O c!G U
24206 1P3rd Avenue SE
Kent WA 980u2
FURY CONSTRUCTION CO.
14536 415th Ave. SE
North Bend, WA 98045
' _ t
'f ou°r'nal of(Slommerce
Box 11050, Seattle, "'A 98111. Phone (206) 622-8272
Date. .00.I:r. .16., , ,1907, , . . . . _ . .
City .7f Renton
Office of City Clerk
200 Mill Ave. So.
Renton, We. 96055
Notice of Bid Call 8110-B
Worerutain R4placement
1.10 per line 63.80I
i^ :.UO per line 58.00 $121.80
Less 157 discount -18.27
$103.53
Published October 9, 16, 1987
Please include Account Number with Pa):ment
Steel Main Rep I. 84th Ave. S. (1.24 to 132)
Corres.pondenc_c -:;Ron
I-1k4,loaeV.
811ti-t, Affidavit of Publication
City of Renton
Watermain Replacement
Bid Date, Oct.zi ___ STATE OF WASHINGTON
Calil i Bids KING COUNTY—SS.
f4th AVENUE SOUTH
STEEL WATERMAIN
REPLACEMENT
Water Protect No.
Sealed bias will lie received r The undersigned, on oath states that he is an
until z:so pp m. Wed authorized authorised representative of The Daily Journal of Commerce,
M-MBER 21, 1967 at the City a daily newspaper, which newspaper is a legal newspaper
Clerk's office and rent be oed and publicly read in the of general circulation and it is now and has been for more
4 It 'floor corterence room,Ren- than six months prior to the date of publication hereinafter
200
villa enuepSouth�lo'"g' refered to, published in the English language continuously
The work t, be Performed as a daily newspaper in Seattle, King County, Washington,
within 40 wonting days from and it is now and during all of said time was printed in an
the Gate ofo commencement ue, office maintained at the aforesaid lace of publication of
der this contract sh.ence tew lie, p
but not be limited to: this newspaper. The Daily Journal of Commerce was on the
Instal! apurmniately 270D 12th day of June, 1941, approved as a legal newspaper by
lineal feet of 12" Ducttle Iron the Superior Court of Kin Colin
Watermain, Fire Hyydrants, Pe g ty.
and Water Service.; togetber
with all required ae urte. The notice in the exact form annexed, was published in
tastes, and the forth in tea- regular issues of The Daily Journal of Commerce, which was
rances. as set forth in the
design drawings and .:pecifi. regularly distributed to its subscribers during the below
cations. The City will supply
all fire hydrants, 6" aca B' stated period. The annexed notice, a .......... ...........
pps, eed ap roximately 1400
lineal feet of 12"prase. ............................... ......----.........__....--
The City reserves the right to ' .*Ptics--of - 1.
waiivve any and/oraallbnfomtall .._..........................................................._....
ties.
roved plans and specifi- was published ..... ' ObIL.-9y,.-�t.-� -_.__._._......_
s and form of contract
antsma•v be obtained at ..............._..�-._.. ._.._...............__..._..._...._......._..............,........
Public Works De art ment
office at the Renton Municippal ..........-_....._.._......__.,"..._...._............................................._.._...........
Buildingg for a non.refundable
fee of E25.60 each set plus$5.00
toccverpPosta e,if mailed.
A certified check or bid bond � :
in the amount of five ---•--••---------•-•• "--•--`••••-•--
percent
9,d the total amount of each
bid must accomppan eachbid. Subscribed and aWGg'sl t0 before RI! 0It
The City's Falr Practices and
Non-Discrititnatimi Policies
shalla-Dpty. ...._._..........._......_....-.._ tabor-'--ul-r---�, .... _....... ..
MW NE E.MOTOR,
City Dates Clerk.
fkpti lication in the ------•-- = '1`- ---- •--.. ,
."4 Seattle Daily oumal of Com- Rotary Public for the State of Washington,
mere,October 9 and 16 1987.— eeddtns In seattb.
v
ray
i
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ROUTING SLIPso
TO � sFeuzss. yr� �!
rn emr nay
Fa A.W. r— Per Your Repeeal WIQp Covwsa,,oe '
For Aporovel �.^ Reetl antl Remrn Reatl\R.I.to Files
Fors pna(ure ti For Your Inlormauon For Your Commems
I
FED RATES O YES
OCCUPATIONS FOR FEDERAL 4AGE RATES FOR BUILDING CONSTRUCTION
Except with counties 5,21 and 77.
850 ❑ Asbestos Workers(BLDG.) 910 ❑ Painters (BLDG.)
855 ❑ Boilerrnake: (BLDG.) 915 ❑ Plasterers (BLDG.)
860 ❑ Bricklayers;Marble Setters (BLDG.) 9''1 ❑ Plumbers(BLDG.)
865 ❑ Carpenters(BLDG.) 925 ❑ Rooters(BLDG.)
870 ❑ Cement Masons(BLDG.) 930 ❑ Shee,Metal Workers(BLDG.)
872 ❑ Drywall Finishers (BLDG.) 935 ❑ Soft Floor layers (BLDG.)
875 ❑ Electricians(BLDG.) 940 ❑ Sprinkler Fitters (BLDG.)
880 ❑ Electmnic Technicians(BLDG.) 945 ❑ Terrazzo Workers;Tile Setters (BLDG.)
$85 Q Elevator Mechanics(BLDG.) 950 ❑ Tile, Marble, & Terrazzo Finishers
(BLDG.)
890 ❑ G,aziers(BLDG.) 955 Q landscape Construction(BLDG.)
895 ❑ Insulation Applicators (BLDG.) 960 ❑ laborers(BLDG.)
900 ❑ Ironworkers(BLDG.) 965 ❑ Power Equipment Operators(BLDG.)
905 ❑ Lathers(BLDG) 970 0 Truck Drivers (BLDG.)
FEDERAL WAGE RATES REQUEST INSTRUCTIONS:
1. When the contract includes federally funded highway and building construction, request the State and Federal
rates on front of this form as well as the abuve Federal rates.
NOTE: This option requires two computer runs.
2. When the co,traLt includes only federally funded building construction, request state rates on the front of
this form, as well as the above Federal rates.
NOTE: This option requires two computer runs.
3. When the contract includes building construction in the Counties EXCEPTED above,the Federal rates are
obtained by submitting a 308 form to the U.S.D.O.L., Washington DC. Request state rates from the front
of this form.
r
DOT FORM 221.008A(X) SIDE 2 OF 2
REVISED 7/86
WAGE RATES REQUEST FORM
FED.R�TEs ❑YES ST.RATES jq YES crux rALr�
()
1TfLE % Av !tir our (i nt/ (0-9ionfY.0
01 ❑ ADAMS 17 ❑ DOX-4AS 49 ❑ PAC.FIC S5 ❑ SfEVE1115
03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ ICTSAP 51 ❑ PeL)CFELLE 67 ❑ THJ TCN
05 ❑ BENTM 21 ❑ FRANKLIN 37 ❑ KMITAS 53 ❑ PEACE 69 ❑ WAHK IAKUSi
07 ❑ CI-ELAN 23 ❑ GARFIELD 39 O K1JCICTAT is) ❑ sAN JUAN 71 ❑ WALLA WALLA
09 ❑ CLAUAM 25 D GRANT 41 ❑ LENS 57 ❑ SKAGIT 73 ❑ WHATCOM
11 13 CLARK 27 ❑ GRAYS WWBOR 43 ❑ LAY'OW 59 O SKAMANIA 75 ❑ WMITMAN
13 ❑ COLLIMBiA 29 ❑ ISLAND 45 ❑ MASON 61 Cl RCHCMISH 77 ❑ YAKIMA
15 ❑ COWLITZ 31 ❑ MTERSON 47 13 G'LANOG n 6.3 ❑ SPOKANE 99 ❑ ALL(Except
those marked)
OCCUPATIONS FOR STATE WAGE RATES FOR ALL CONSTRUCTION
OCCUPATIONS FOR FEDERAL WAGE RATES FOR HIGHWAY CONSTRUCTION
010 ❑ Asbestos Workers 310 D Insulation Applicators 630 ❑ Sheetmetal Workers
030 D Boilermakers 330 D Ironworkers 635 D Sign Men- Electrical
050 D Bricklayers& Marble Masons 350xLaborers 640 D Sign Hangers& Painters
070 ❑ Carpenters 370 U Landscape Ccnstruction &Constr. Men
090 D Cement Masons 390 ❑ Lamers 650 ❑ Soft Floor Layers
100 D Communication Tech. 430 ❑ Mason Tenders,Hod 670 D Sprinkler Fitters-Fire
110 ❑ Divers &Tenders Carriers & Mortarmen Prevention
130 D Dredging Workers 440 ❑ Millwright & Machine 710 D Sun Screen Installers &
Erectors Window Tinters
140 D Drywall & Acoustical 450 D Painters 720�Surveyors
Applicators , \
150 ❑ Drywall Finishers 490 ❑ Plasterers 730 Teamsters
170 13 Electricians 510 ❑ Plasterer Tenders 770 D\Terrazzo Workers &
230 ❑ Elevator Constructors 530'❑ Plumbers & Pipefitters Tile Setters
250 ❑ Fence Erecters& Laborers 570 $ Power Equip.Op. 790 ❑ Tile. Marble & Terrazzo
260 Flaggers 590✓/❑\\Retrig. & Air Conditioning Helpers
2 0 D laziers Mechanics 820Traffic Control Stripers
610 ❑ Roofer& N.raterproofers I \\
290 ❑ Inland Boatman 620 D Shipbuilders& Ship 830 D Well Drillers and
Repairers Irrigation Pump Installers
NOTE: See instructions on reverse side for requesting Federal Wage
DOT FORM 221.008A(X) Rates for contracts that include building contruction.
REVISED 7/86 SIDE 1 OF 2
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A
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DIRECTIONS REGARDING PERMITS V
Note Right OF way shall mean any Street Avenue.All Road m Lane
Pubf t:Place sham mean any Bridge,Trestle,Wharf Pn'Verty,Structure or Pub c Place
Apphcarms tut permits to occupy county property with utilities.or hoalers of ggmedhanchree rights,whoare planning construction work upon,along.over,anderor acrias any
County right of way or pubic place In King County,must hie an appfrcatwn with 11e Reel PropeM Division.King County Administration Building,Seattle.Washington 98104,
The alrOCetion shell be accompanied by drawings fin Iriplicafel drawn 10 w,k nq S(-aw roan mly s0 to 100 feel per inch 11 shall describe the nature m the Work,and
show the location of same on a map,giving names or numoers.and width of roads and sheets If most also show location of work writ refmence to platted sub diveions,and
section,fownshipand range,and must show thelpCatiOh of work relative toexrahng utility faolrtiesiehich maybe affected Ra new of the application must contofmto the County
Environmental policy Act(ordinance 1700).
Application shall specrtythe type of Construction in dataif by Submitting Plans which show the class of material and equipment to be used All such material antlequipment shall
be Of fine highest quality The menaa l excavatrOm filing,consfruchpn,installation erection of temporary struriures,traffic turn outs,road obstruction and barricades.shall
conform with county standards and shag be approved by the County Engineer in advance of work.
Signs and barricades.and traffic control min the vrcmdyof any work Shall conform with provisions Of"Part VI Manual of Uniform Traffic Control 0emces lot streets and highways"
Before the work is accepted for the County by the County Engineer.all 01 the direct costs and expenses involved in administering said permit must be paid to he County by.he
applicant.These include labor charges for exsmmatr .mspettiOn and supervision of work in progress by held personnel
Any deviation from the proposed plan,resuming in what rS COmmonly known as the-A&Built"fotatrom is subect to advance approval by the Engineer Charge notice must show
'As Bwh,'position relative to grade line and cenlefline of right of way and any Other installations in the right of way
PERMIT-T,,,and Condo,oO,
1. Thergranfee,re3successonandassgns.is ghe"and granted the fight and authorny to enter upon the right Orway or public placeforihe purpose of performing the work
described in this permit and approved by the County Engineer or his agent
2. Before any work commences the site must be mspected by a county reic esentaou-and approved by the County Engineer with respect to
a location e. Mode of operation of the Installed faeihh'
b. type of construction f. Mann if df maintenance of mstaNdd facility
c. materials and equiprnaril to be Installed
tl. manner of erection or consiruchon 9 Method of safeguarc rig public traffic both during working hone
are during na pr.wv `i'm9 hours while the protect is under
contbUCM1On
3 Amer the Installation.Operation, maintenance or removal Of a utility of facility the grantee sham restore all rights of way and public places to the condition which is
equivalent to all respects to the condition they were m before starting work.All work to meet the approval of the County Road Engineer
4, Intheevenl that anydamageof any kind is caused by thegrantee,in lhecourseof pedormmgwork euttionted by this permit,he will repair saiddamage at hssolecostand
expense.Repair work shall begin without delay and continue w.'tout interruption until completed If damage iSextenSivethetime allovedforrepair will be prescnbedby
the County Engineer and/or his agent
b. The County Engineer.his agents or representatives may at anytime,do,order,or have done any and all worliconsidered necessary torestone to a Safe condition any area
left by the grantee in a condition dangerous to life Or property and upon demand the grantee shall pay to the county all costs Of Such work,materials,etc.
s. When the county deems It advlsable to Change the alignment orgrade of any right of way orpublic place or structure by widening,grading,regrading pamng,improving,
snaring or repairing same,the grantee upon written notice by the County Engineer,his representatives or agantswoll at his Own solecost antl expense,raise,lower,move,
charge or reconstruct such Installations to conorm with the plans of work contemplated or ordered by the county according t0 a time schedule contained in the written
notice.
7 Penalties up to One Thousand($1,300)dollars per day may be Imrosed by the County Engineer,it the grantee delays relocation of facilities beyond the time limits
prescribed by the County.The County reserves the right!o Order 11s own agents Or representatives 10 accomplish the desired Change,and all Ousts of relmation or
removal shall be borne by the grantee
B. Allsuch changes,reconstruction or relocation by the grantee ShallbedOne in such manneras will causethe leael Interference with any of the County'swOrk.The grantee
Shall have seventytwo(72)hourewritten noticebythe County Engmea or hisrepresentatives or agents of any blasting contiguous to the grantee's permit rightsmorder
trial he may protect his interests.
g. This grantor privilege shall not be deemedarconstruedto bean exclusive franchise.If does not prohibit the County from granting other permits or franchise rights of like
nature to Other public or private utilities,not snag It prevent the County from Painq any of its roads streets,public places for any and all public use,or affect its Jurisdiction
over all or,any part of them.
10. All the provisions,conditions,requirements and regulations herein Contained shall be binding ui.m the successors and assigns of the grantee and all privileges of the
grantee shall pe given to such Successors and assigns as If they Were specifically mentioned.
11, The County Engineer may revoke,annul or terminate this permit lor any of the following reasons:
a. Grantee fails to comply with any or all carts oroest es,requirements or rsgWateCOF as herein set forth.
b. Grantee wilfully neglects,tails to heed.or comply with exta"s given him.
C. No Construction is penprmed within the life of the penmen.
If Facilities are nol ms'sl ed.operated,or mamtamed m confdrmity with conditions herein set forth
12. Grantee by accepting this Permit agreest0 obtain Information from all utility departments regarding floater,and current status W their installations before startup Work,
Prnate property owners adloimeg.or in proximity 10 the light of way shall be note,ed when such property is exposed to the possibifity Ot injury,or damage through
performance Or this project.The grantee that]make all advance arrangements necessary to protect Such property and/or utility from injury or damage.
13. The issuance of this Permit to the grantee does not in any way r+sieve the grantee Of any other applicators law in performing the work subject to this permit.
14. The County Engineer may at any mimechanye.amend,moddy,amp]ityOr terminate any ofthe conditions herein enuneeted,soastOoonform tearryapP]icable local.state
or federal law Or regulation pertaining to highway regulation,the Protection of the environment,or the public health,safety and wemare,as presently exists,or may
hereinafter be enacted.adopted or amended.The County Engineer may terminate this permit if grantee tails to comply with any such changes.
I5 in all hiring or employment made ,,,ble resulting hem the granting d his permit.there shall be he discnmu:alon against any emporee or appicant for emppyrnenl
because of sex sexuai orientation.age,race cola r@IFF national nngm mental status or the presence of any sensory,mental or physical handicap unless based upon a
Wra fide a:cupatronal quatificahOn and his regwnisment shall apply to but Flux M be limited to the following employment advemsing larch or termination rates of pay or
Other lams ux canptnSeliOn,and se]ecten to training.Including appreraiceship
No perill shall be denied Or sublecietf to discrimination in mceipt or the MneLt of any services or activities made pussinfe by w resulting horn the granting Mrs,permit On
the ground a sex.sexual orientation.fact Carter ekgron,national origin.age(except mmmum age and refire event provisions) menial status or the presence of any sensory,
mental or physical handicap
Any vro shon Of his movision shall he consdered a violation of this permit and Shall be grounds for caix'el ation.terminalion of suspension in whole of in pan of the permit
by the Cuunly and may result in nefgfistry for further County permits
The permimee st'sh mew the 61 efforts t0 make wpmurNtrea far nmpk innenl and/or!'pr1(!8C(Ing servicas aW:eNe to ychen and minority parsons The Pwrminee
recognizes that wing County has a Petrov or promoting affirmative action equal opportunity arcs has re fources aviielable to assist whmimee in these efforts
K!Nr COUNTY REAL PROPERTY DIVISION
RIGHT OF WAY CONSTRUCTION PERPVIT
TELEPHONE 3"-.39bo
ENVIRONMENTAL ASSESSMENT
PERMIT NO. d-1385-37 JOB NO __. .. .___ a Required Date Received___
FRANCHISE NO 612 KROLL PAGE N0. '1 f7 Not Required
--- ❑ Existing Assessment
DATE __P 21 87 SECi10N"12ii TWP. 23 RANGE 4 ❑ Ret (cement
❑ Categorically Exempt
APPLICANT: .CITY OF KENTON ___PHONE NO.
ADDRESS 3555 NE 214D STREET ULID NO.
- REN CON, WA 98056 BOND AMOUNT ur.
Job Dewription:
EMERGENCY CONTACT PHONE NO.
i TO REPLACE APPROXILATELY 2400 FEET OY WATERHAIN WITF 12" DUCTILE IRON tLUN ON
84TH AVENUE SOU;N FROM SOUTH 1267H SMET TO SW LAN4STON ROAD. THIS INCLUDES
j TWO (2) CROSSINGS. FOR. WATER PROJECT NO. W-925, 84TH AVENUE UATER "i
i
A PRE-COASTRUCTION CONFFMCE SHALL BE U LLU.
OPEN CUT CROSSINGS AT S. 128TN STREET, S. 130TH STRUT AND 84TH AVi.`NUE 8 (2001 N. OF
6. 134TU STREET) ARE. ACCEPTABLE 1N ACCORDANCE WITH KING COUNTY OPEIi CUT POLICY.
i
THIS PERMIT IS FORKING COUNTY RGIR OF WAY ONLY
GIVE DISTANCE BY STREET OR POAO A'ITH ANON FROM AND TO DESCRi PTI ON
ALL WATER MAIN EKTENSICNS MUST HIVE APPROVAL FROM THE FIRE MARSHAL:
ALL UNDERGROUND UTILITY LINES MOST HAVE A MINIMUM 30"COVER
ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINE e R
The undersigned agrees to Comply ,in Urov,s ons.conditions and requirements contained In the 'Standards of Good Practice for County Road Departments"published by
Go, ry Road Administration Board.
All worktobe done in conform,tywah conditions and requirementsol King CountyCode627;1324 and 14.44,endthepelitions,agrees to prosecutewM an chligencerand speed
with due regard for the rights.interests and convenience of thepublic.Il at the tlntlolB monMS aRet Issuanceof permitthe g' 'ihti,Shd'' ,Dl havem oTterer,onflaod utJlties then the
hgMs nereln gOnlO,red shah ceA'C and Icrmnale rile=s spCL... written INOVtsAl19 are made for a renewal o,exlen5
The underefigned,hill succ assons arc assfghs,agrees if granted the above permit.to comply with the proylaldri cpindthons.requneme lls,regulations and recommendations
herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same is Issued.He wI l l respect and protect all property contracts.
persons and rights that might be aBCCted by,t.
INDEMNITY AND HOLD HARMLESS.The Peimisee agm to ^n ity and hold,armless King County as provided herein to the maximum extent possible under law Accordmgiv.the
Far m-nes agrees for rsetf Its successors,and issigns to defend. ,dt,inthy and hdtl harmless King County its appointed and elected affl and am pi;ryees from and against liability for
EII clvms demands suits and luOgments.IrKluding coals of defri Mered for injury 10 persons.death or property damage which is caused by.arises out of or G incidental to Permilees
exercise of rights and privileges granted by this permit The Permarees obligations under this permit shall InCiuoe (a)Indemnification for such claims whether or nor they anse from the seta
negligence of either the COLnty of the Ferminshe me concurrent negligence of Tom panes..or Me negligence of one or more third parties.(b)The duty to promptly w:cept tender of defense
and provide defense to the County at the Perrniness own expense.(c)Indemmhcanon of claims made by the Permeates own employees or agents.and(d)Waiver of the Perrrlineas Immunity
under the intlustrial insurance Provie5hn5 of Tale 51 RCW.which wane,has been mutually negotiated by the palms.In the event it is necessary for ttm County to Incur attorneys fees,legal
expenses,or other costs to enforce the provisions of this section,all such tees expenses,and costs shalt be recoverabo from Ae PermMee.In the event it is Warm-ed that RCW 4.24.115
applies to this permit.the Permittee agrees t0 defend,hdtl harmless,and indemnify King County to the maximum extent permitted thereunder antl specifically forts negligence concurrent
wi,h Mat of King County to the'a.extent of Perm,hee s negligence Perm,tioe agrees to defend indemnity.and"harmless the County for Claims try Perminea's employees and agrees to
waiver or its immunity urdei TA �51 RCW,whirr:vaiyer has been mutually negotiated by the parties �[ j
Signature of Applicant 71 {
s -
Applldat10fl napelyietl Ememtl Permit FeeS ')�1.JU--._�.�,.�
9 21 87 solar
Perms Issued � L - BY -_—_ —___..._-. . -
Date Permit Gerk
This application is granted subject to the requirements and conditions thereof as Igted below and On back of page.
1 A COUny mspecto Will be assigned to the protect to,inspection of road redo it ion.Costs of msideceon apple able tome prori will be remrbU9ed to the county monthly by
applicant Em mith"Is required to notiy Pubic Works at 244-0 770or 1383-7550.between 24 and 72 hours neore staining*cta Failureto give nohcewill result In tneassessment
of a one hour inspection time charge against Mfx permmee
2. All hard surfaced roads to be lacked or bared Exceptions will be on a case by case head with the express permission of Public Woks.
3 One way traffic at 311 times.Signs and traffic control will bee;accordance with the manual on uniform traffic control devices to streets and highways
4 Asphalt to be neat i ne cut t fool back lmm trench.Restoration as a minimum Shall include 4"Of crushed surfacing top bourse and 2`asphalt Class or replaced to onginal
condition
5 It 6 the reSDOnSSNlity of the grantee to"try all utility districts and private property owners When such property is liable to injury or damage le rOUgh the performance
of the above work Call 1 800 424 5555 48 hours in advance for underground utility location.This instruction does hot relieve the grantee from required notification of
Canty lnspeclors as Specified!in bit Bove a
Approved by '
MsnagM OTImb Eeg,itgr
li � � BLUE ORIOINAUG NAVY aILIINfl!WNITE 4PPLICANU%NK DISTRICT;Df1EFN DISTRICT/WNIiE RdAL BILE
_m
7
INVOICE NO. AMOUNT INVOICE NO. AMOUNT
PERMIT/N1385' 69. 00
t
TOTAL AMOUNT 69.00•
e
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CITY OF RENTON PENTON.WASMINOTON 98055 DATE 09/2 8/8 7 CHECK NG 35626
CITY OF RENTON
Request for Ixassurer'4Check
rlrvM`,
Date of request 9_24-87 Requesting Department Utility Engineerinu
Date required -9-?S-S! V,�,/r, David Tibbot
REASON FOR CHECK :
Deposit Refund Please provide the following information:
Name
Finance Receipt #
Receipt Date Amount $ I
n Other Describe circumstances requiring issuance of check:
_Please issue check in Che amount of S 9,0U tC King County
_Real Property Division for Street Use Pemit for the
1
_84th Ave. So. Reconstruction Proi ct w 1385 87
CHECK PREPARATION INSTRUCTIONS:
Amount: $ o:.v ; Payable to King County Real Prgperty Division
Charge to Account # 4211000/15.596.38.65 15
h Return check to department
Mail check to
Other
Authorizeds gna re - originating Dept.
APPROVED:
Check # Date
Finance Department
i
t
CITY OF RENTON
Request for Scaasurer'S Check
rlr m S
Date of request 9-24-07 Requesting Department Utility 7ngineering
Date required -9-2'S-OT '7kep -j David Tibbot
I
REASON FOR CHECk :
Refund - Please provide the following inform..tion:
Name
Fin_nce Receipt Ji _
Receipt Date _ Amount $
X Other - - Describe circumstances requHng issuance of check:
Please issue check in the amount of $69.00 to King County
{{ Real Property Division f5r A ,..rect Osc Pemit for the
I n4Ch Ave. Se. Reconstrrction Proiect. N-1395-87
l CHECK PREPARATION INSTRUCTIONS:
Amount: $ 69.00 Payable to King County Real Property Division
Charge to Account tl 421/000/15.596.38.65.15
X Return check to department
Y — Mail check to
,I
# I
Other
I
AI
Authorizedsgna r�natingDept.
APPROVED:
(( Check tl Date
{ mane Department
I
I
tT—
CITY OF RENTON CLAIMS ACCOUNT &1°°
usa
RENTON,WASHINGTON 98055 OLD NAtiONAL BANK
�� +•unu.e.e,+�.
wm„�.w.myi�^s.roe
DATESaetember 28, 1987 35626
AMOUNT
Pay SIXTY NINE DOLLARS AND NO CENTS
S••••••••69.00
To The KC REAL PROPERTY DIV
O'do,Of 500 KC ADRIN SLOG
500 4TH AVE
SEATTLE WA 98104 �Gy /► -t, }_
ry C'TF
I
Ii(
� P
% - CITY OF RENTON
PUBLIC WORKS DEPARTMENT
i
Barbara Y. Shinpoch, Mayor Design/Utility Engineering
September 18, 1987 `—:7
WSDOT District Al
6431
Soul li_..
Seattt"" I tfgtver-081pfl,.�
Attention: Samuel Richard
SUBJECT: WASRINGTON STATE WAGE RATES
Dear Mr. Richard:
Enclosed ate three Wage Rate Request forms for future construction projects.
Thank you for your cooperation.
Very truly yours,
David R. Tibbot
Project Engineer
1H.3.08.1)RT:mf
Enclosures
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631
' e
WAGE RATES REQUEST FORM
FED.RATES YES ST.RATES 1gL YES c.cti T 4(-7: LD _ 7110r3n,J'—
�HCn�F 2 � j "j C. ♦ �
TTR.E A� _
W oLia r .
frv� t
01 ❑ ADAMS 17 ❑ DO-GAS 3's KPK, 49 ❑ PACIFIC 65 ❑ STEVENS
03 ❑ ASC'TIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ F NIDOREL —E 67 ❑ 7KPSTCN
05 ❑ BBJfM 21 ❑ FRANKLIN 37 ❑ KRTITAS 53 ❑ PIERCE 69 ❑ WAHKIAKUM
07 ❑ CI-ELAN 23 ❑ GARFIELD 39 ❑ KLICKTfAT 55 ❑ SAN JUAN 71 ❑ WALLA WALLA
09 ❑ CLAI-AM 25 ❑ GRAM 41 G LENS 57 ❑ SKAGIT 73 ❑ WHATCON
11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 ❑ LNCLXN 59 ❑ SKAMANIA 75 ❑ VMMAAN
13 ❑ COLUMBIA 29 ❑ ISLAND 45 0 M4SCN 61 ❑ 943<A4SH 77 ❑ YAKIMA
15 ❑ CCWUTZ 31 ❑ JGTERSON 47 ❑ OcANOGAN 63 ❑ SPOKANE 99 ❑ ALL(Except
thosa markedl
OCCUPATIONS FOR STATE WAGE RATES FOR ALL CONSTRUCTION
OCCUPATIONS FOR FEDERAL WAGE RATES FOR HIGHWAY CONSTRUCTION
010 ❑ Asbestos Workers 310 ❑ Insulation Applicators 630 ❑ Sheetmetal Workers
030 ❑ Boilermakers 330 ❑ Ironworkers 635 ❑ Sign Men - Electrical
050 ❑ Bricklayers t Marble Masons 350xLaborers 640 ❑ Sign Hangers & Painters
070 ❑ Ca-penters 370 ❑ Landscape Construction & Constr.Men
090 ❑ Cement Masons 390 ❑ Lathers 650 ❑ Soft Fluor Layers
100 ❑ Communication Tech. 430 ❑ Mason Tenders,Hod 670 ❑ Sprinkler Fitters Fire
110 ❑ Divers &Tenders Carriers & Mortarmen Prevention
130 ❑ Dredging Workers 440 ❑ Millwright & Machine 710 ❑ Sun Screen Installers &
Erectors \ /WindowTinters
140 ❑ Drywall & Acoustical 450 ❑ Painters 720 Surveyors
Applicators \
150 ❑ Drywall Finishers 490 ❑ Plasterers 730 Teamsters
170 ❑ Electricians 510 ❑ Plasterer Tenders 770/ Terrazzo Workers &
230 ❑ Eleva'or Constructcrs 530`❑ Plumbers & Pipefitters Tile Setters
250 0 Fence Erectors& Laborers 570 RL Power Equip,Op. 790 ❑ Tile, Marble & Terraao
260 Flaggers 590✓❑ Refrig. & Air Conditioning /Helpers
2 0 ❑ laziers Mechanics 820 Traffic Control Stripers
610 ❑ Rooter & Waterproofers / \
290 n Inland Boatman 620 ❑ Shipbuilders& Ship 830 ❑ Well Drillers and
Repairers Irrigation Pump Installers
• NOTE: See instructions on reverse side for requesting Federal Wage
DOT FORM 221.008A (X) Rates for contracts that include building contruction.
REVISED 7186 SIDE I OF 2
�f► *� CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Design/Utility Engineering
September 18, 1987
WSDOT District #1
15325 S.E. 30th Place
Bellevue, Washington 98007
Attention: Samuel Richard
SUBJECT: WASHINGTON STATE WAGE RATES
Dear Mr. Ri hard:
Enclosed are three Wage Rate Request forms for future construction projects.
Thank you for your cooperation.
Very truly yours,
David R. Tibbot
Project Engineer
1H.3.08.DRT:mf
Enclosures
200 Mill Avenue South - Renton, Washington 980S5 - (206) 235-2631
4%R CITY OF RENTON
7
PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Design/Utility Engineering
September 9, 19P7
KING COUNTY REAL PROPERTY DIVISION
500A King County Administration Building
500 Fourth Avenue
Seattle, Washington 98104
SUBJECT: WATER PROJECT NO. W-925
84th Avenue Watermain
King County Water Service Franchise No. 612
Ladies and Gentlemen:
This letter is to apply for a Street Use Permit to replace our existing steel
watermain kith a new 12" ductile iron watermain. The work will be in 84th
Avenue South from South 126th Street to S.W. Langston Road. The work will
include replacement of all old galvanized pipe water services and is detailed
on the enclosed plans.
If you require further informatics, please contact myself at 235-2631.
Very truly yours,
David R. Tibbot
Project Engineer
H.3.05.DRT:mf
Enclosure (3 sets of plans)
200 Mill Avenue South - Renton, Washington 91055 - (206) 235-2631
TARGET SURVEYORS INC.
1275 12th Ave, N.W. No. 14 ISMS LS
Issaquah, WA 98027
(206) 392-8533 o�T{ g 3 e
FTT{FTJ4 �
TO 2 r r Y 0in` d
i
tAJA. v N'T'l\h
u_�` _
GENTLEMEN: "----//---
WE ARE SENDIN3 YOU G Attached Under separate raver via__ the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ��
COPIES DATE NO. DESCRIPTION
p
W � 5
THESE ARE TRANSMITTED at. checked below:
O For review ❑No exceptions taken ❑Resubmit copies for review
1&For your use ❑Exceptions as noted ❑Submit _ copies for distribution
Atr As requested ❑Returned for corrections ❑Return _.__corrected prints
For review and Comm,it O
REMARKS
c' 1J C
If I
COPY TO
SIGNED:
11 MLIOeym M 1M N MIN. A",Ip111y ua P1 OwLY.
4 i �,1- CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Gene K. Pape
Pape & Sons Construction, Inc.
9512 State Highway 16, NW
Gig Harbor, WA 98335
Re: Bid Award - 84th Avenue South Steel Watermain Replacement, uW-925
Dear Mr. Pape:
At its regular meeting of October 26, 1987, the Renton City Council accepted your overall low
bid for the above-referenced project in the amount of S89,238.17
To enable preparation of the contract documents, please submit an undated performance bond,
insurance certificate, and proof of City and State licenses to Project Engineer David Tibbot,
Engineering Division (235-2631). If you require further assistance in this matter, please feel
free to contact the Project Engineer or Public Works Director Richard C. Houghton at 235-
2569.
Sincerely,
CITY OF RENTON
MBrilyr J. Petersen
Deputy City Clerk
cc.V�roject Engineer David Tibbot
OCT 3 0 1967
tNG;R cR1+Y� �IE?rI.
011 OF RE;il0t1 1
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
0 )- CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Robert H. Archer
Archer Construction, Inc.
18211 East Valley Road
Kent, WA 98032
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Archer:
At its regular meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced projact in the
amount of S89,238.17.
Thank ou for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 99055 - (206) 235-2501
CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Greg Senesen
Allied Construction
725 141st Place NE
Belleva3, WA 98007,
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Senesen:
At its regular meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY yyOF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
�3- CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Frank Coluccio
Coluccio Construction Company
9600 M L King Way S
Seattle, WA 98118
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Coluccio:
At its regular meeting of October 26, 1907, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Th--nl, you for your interest and your bid.
Sincerely,
t
CITY OF RENTON
1
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South • Renton, Washington 98055 (206) 235-2501
�$ CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Delmonte Miller
Del-Mar Construction Company
15624 7th Avenue E.
Tacoma, WA 98445
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. R 925
Dear Mr. Miller:
At its regular meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
rll FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Manfred Duske
Duske Construction Company
24206 183rd Avenue SE
Kent, WA 98042
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Duske:
At its regular meeting of October 26, 1987, the Renton Cite Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
Cy '� CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Dennis S. Fury
Fury Construction Company
14536 415th Avenue SE
North Bead, WA 98045
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Fury:
At its regular meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238,17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Richard Grant
Grant Construction
1420 NW Gilman Blvd., Suite 2853
:saquah, WA 98027
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Grant
At its regi.tar meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, j87
Ms. Dolores Kohl
Kohl Excavating, Inc.
3330 East Valley Road
Renton, WA 98055
Re: Bid Award - 840h Avenue South Steel Watermain, Water Project No. W-925
Dear Ms. Kchl:
At its regular meeting of October 26, 1987, the Renton City Council accepted tF.., low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Marilyn I. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
4'R
FINANCE DEPARTMENT
...
Barbara Y. Shinpoch, Mayor Maxine F. Motor, City Clerk
October 29, 1987
Mr. Bert Robison
Bert Robison Const. & Associates
P.O. Box 5007
Kent, WA 98064
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Robison:
At its regula; meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238,17.
Thank you for your in,erest and your bid.
Sincerely,
CITY OF RENTON
✓� GTCSs2
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
*3- CITY OF RENTON
..IL FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. Gary Iv:erlino
Gary Merlino Const. Co., Inc.
9125 loth Avenue S.
Seattle, WA 98108
Re: Bid Award - 84th Avenue .3outh Steel Watermain, Water Project No. W-925
Dear Mr. Merlin:
At its regular meeting of October 26, 198-. the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of b89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
G /
Marilyn J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
FNANCE DEPARTMENT
w
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
October 29, 1987
Mr. David Thompson
Bolles Construction, Inc.
18844 NE 84th Street
Redmond, WA 98052
Re: Bid Award - 84th Avenue South Steel Watermain, Water Project No. W-925
Dear Mr. Thompson:
At its regular meeting of October 26, 1987, the Renton City Council accepted the low
bid submitted by Pape and Sons Construction, Inc. for the referenced project in the
amount of $89,238.17.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Mazilyn J. Fetersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
R CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director
October 23, 1987
{
Earl Clymer, Chairman
Members of the Utilities Committee
s
t
SUBJECT: 84TH AVENUE STEEL WATERMAIN REPLACEMENT
WATER PROJECT NO. W-925
i
Dear Committee Members:
The bid opening for the subject project was held on October 21 , 1987. A
tabulation of the bids received is attached hereto.
The project is budgeted for $133,000.00 in the 1987 Water & Sewer
Construction Fund.
?t is recommended that the tow bid, submitted by Pape & Sons Construction
Inc. in the amount of $89,238.17 be accepted and the contract for the
subject project be awarded to said contractor.
Very truly yours,
Richard C. Houghton
Public Works Director
1J.19.DRT:mf
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2569
Ak '} CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director
October 23, 1987
Earl Clymer, Chairman
Members of the Utilities Committee
SUBJECT: 84TH AVENUE STEEL WATERMAIN REPLACEMENT
WATER PROJECT NO. W-925
Dear Committee Members:
The hid opening for the subject project was held on October 21 , 1987. A
tabulation of the bids received is attached hereto.
The project is budgeted for $133,000.00 in the 11987 Water & Sewer
Construction fund.
It is recommended that the low bid, submitted by Pape & Sons Construction
Inc. in the amount of $$89,238.17 be accepted and the contract for the
subject project be awarded to said contractor.
Very truly yours,
Richard C. Houghton
Public Works Director
'J.19.DRT:mf
Attachments
200 Mill Avenue South - Renton, Washington 98055 - (206)235-2569
UTILITIES COMMITTEE
COMMITTEE REPORT
84th Avenue South Steel Watermain, Water Project No. W-925
e erred 1 )7717�-
The Utilities Committee concurs in the recommendation of the PuDl ,c Works
Department to accept the low Sid of Pape & Sons Construction Inc. in the
amount of $89,238.17.
The Committee also recommends that the Mayor and City Clerk be authorized
to exec--te the contract documents.
Earl Clymer, Chairman
Robert .Hughes, Vice-Chairman
Nancy Mathews, Member
1J.19.DRT:mf
ENDING
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