HomeMy WebLinkAboutWWP2700456 1988 Sanitary Sewer Rehabi i. S-456 1+
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AWARDED Contract NQCAG
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BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING
FOR
i 1988 SEWER CLEANING,
TV INSPECTION & GROUTING
WEST HILL SEWERS
* ROOT REMOVAL
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
r, MUNICIPAL BUILDING, 200 MILL AVE. S.
RENTON, WASH. 98055 • (206) 235-2631
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CITY Or RENT01I
Plan Holder's List
1988 Sewer Clean, TV Inspection 6 Grouting
PROJECT NAME:_ WEST HILL SEWER 6 ROOT REMOVAL PRICE: $25.00 + $5.00 Postage
PRE-QUALIFICATION DUE DATE: NiA TIME: N/A PLACE;_ nQineeoring_DgpartnKnt
BID DATE: March 30, 1988 TIME: 2:30 P.M. PLACE: SuTimitllid Lo`City�l_e s_fficeVi h
-Riri nnnninn ;,, nth Flnr r fa ran a nm,
CITY PROJECT ENGINEER:_Bob Bergstrom CONSUITANT; N/A
PHONE:_ 235-2631 __ ENG'S ESTIMATE: PHONE: N/.4
M N D CHECK
NAME iAID ISSUED RETURNED REFUNDED
0. Maxine Motor, Renton City Clerk ------
200 Mill Ave. ,So 151 Floor
Penton WA 98055
235-2501
. . . . . . . . . . . .
l Gelco Grouting Service $25.00 3-2-88
P.O. P,)x 1551
Kent WA 98035-1551
872-2550
2. J.C. Enterprizes, Inc. $25.00 3-2-88
6 Lummi Key
Bellevue WA 98006
641-2926
3. Environmental Service Associates $25.00 3-10-88
P.O. Pox 20203
Billings MT 59104
(406) 652-4060
. . . . . . . . . . . . . . . . . . . . . . . .
4. KAC CONSTRU' T1ON/Robert L. Briggs $25.00 3-15-88 _
7121 Sexton Rd.
Snohomish, WA 98290
568-2353
. . . . . . . . . . . . . . . . . . . . . . . .
RFV1SED 02-16-98
City of Renton Call for Bids
1988 - West Hill Sewer System
SANITARY SEWER TV INSPECTION
SEWER GROUTING,
ROOT REMOVAL AND TREAIMENT
Sealed bids will be received until 2:30 p.m. , March 30 1988 at the
City Clerk' s office and will be opened and publicly read in thie 4th floor
conference room, Renton Municipal Building, 200 Mill Avenue South.
The work to be performed within 90 working days from the date of
commencement under this contract shall include, but not be limited to:
Sanitary sewer flushing, in-line TV inspection, in-line sanitary sewer
grouting of approximately 25,000 1 . % of G", 8", 10" sanitary sewer main
in Schedule A - Base Bid.
Sanitary sewer cleaning, root removal and t.•eatment with root growth
inhibiting grout, approximately 5670 l .f, of 8" sewer pipe in Schedule B -
Additive Alternate.
The City reserves the right to reject any and/or all bids and to waive anv
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
Building 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 (5%) of the
total amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Maxine E. Motor City Clerk
Published:
Record Chronicle: March 16, and 23, 1988
Acct. #51226
Daily Journal of Commerce: March 2 and 9, 1988
CITY OF RENTON
BID PROPOSAL AND SPECIFICATIONS
FOR
1988 - West Hill Sewer System
SANITARY SEWER TV INSPECTION
SEWER GROUTING,
ROOT REMOVAL AND TREATMENT
INDEX
' Summary of Fair Practiczs/Affirmative Action Program, City of Renton
Scope of Work
Vicinity Man
Instructions to bidder
Call for Bids
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
*Certification of EEO Report
*Minority and Wo-ens Business Enterprise Participation
*Certification of Bidder's Affirmative Action Plan
*Combined Affidavit and Certification Form:
Non-Collusion
Antitrust Claims
Minimum Wage Form
�{ *Bid Bond Form
f *Proposal
*Schedule of Prices
Bond to the City of Renton
Contract Agreement
EEO Compliance Report Sample Form and Instructions
Hourly Minimum Wage Rates
Environmental Regulation Listing
Hourly Minimum Wage Rates
Supplemental Provisions
Special Provisions
Standard Plans
Documents marked * above must be executed by the Contractor, President and
Vice-President ur Secretary if corporation by-laws permit. All pages must be
signed. In the event another person has been duly authorized to execute
contracts, a copy of the corporation minutes establishing this authority must
be attached to the bid document.
CITY OF RENTON
Public Works Dept.
Renton Washington 98055
City of Renton Call for Bids
1988 - West Hill Sewer System
SANITARY SEWEk TV INSPECTION
SEWER GROUTING,
r R00T REMOVAL AND TREATMENT
M
Sealed bids will be roceived until 2:30 p.m. , March 30 1988 at the
Ci:v Clerk's office ann will be opened and public ,y read in the 4th floor
conference room, Renton Municipal Building, 200 Mill Avenue South.
C The work to be performed within 90 working days from the .fate of
commencement under this contract s�7 include, but not be limited to:
Sanitary sewer flushing, in-line TV inspection, in-line sanitary sewer
grouting of approximately 25,000 l .f, of 6", 8", 10" sanitary sewer main
in Schedule A - Base Bid.
Sanitary sewer cleaning, root removal and treatment with root growth
inhibiting grout, approximately 5670 l .f, of 8" sewer pipe 4n Schedule B -
Additive Alternate.
CThe City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
CApproved piins and specifications and form of contract documents may be
obtained at the Public Works Department office at the Renton Municipal
Building 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 (5%) of the
r total amount of each bid must accompany each bid.
M
The City's Fair Practices and Non-Discrimination Policies shall apply.
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Maxine E. Motor City Clerk
Published:
! Record Chronicle: March 16, and 23, 1988
M� Acct. #51226
Daily Journal of Commerce:
M
0 1
BIDIIBIT "A"
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 2340
The policy of the City of Renton is to promote and afford equal
treatment and service to all citizens and to aseure equal employ-
ment opportunity to all persons regardZese of race; creed; color;
ethnicity; national origin; sea; the presence of a non-job-related
physical, sensory, or mental handicap; age; or marital status.
This policy shall be based on the principles of equal employment
opportunity and affirmative action guidelines as set ;orth in
federal, state and local laws. All departments of the City of
Renton ehall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - All activities re Zating to employ-
ment such as reoruttment, selection, promotion, termination
and training ahaZZ be conducted in a non-discriminatory
manner. Personnel decisions will 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
,.n+nn zoo . cooperate fully with all organisations and
eom. +'esione organised to promote fair practices and equal
opF:_ tunity in employment.
(3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative
Action Program wtTT-Fe'maintained to facilitate equitable
representation within the City workforce and to assure
equal empl ument opportunity to all. It shall be the
responsibility and duty of all City officials and employees
to carry out the policies, guidelines and corrective
measures as act forth by this program. Corrective
L employment programs may be established by the Mayor on
the recomm. ndation of ar Affirmative Action Committee for
those departments in which a protected olass of employees
�. is under-represented.
Ilr (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and
suppliers con ucttng ueiness with the City of Renton
p�s shall affirm and subscribe to the Fair Practices and Non-
Discrimination policies set forth b; law and in the
1llh.��ssss Affirmative Action Program.
Copies of this policy shall be distributed t2 all City employees,
eha' Z appear in all operational documentation of the City, including
bid calls, and shall be prominently displayed in appropriate City
facilities.
CONCURRED IN by the City Council of the City of Renton, Washington,
this 2ed day of June 1980.
M CITY OF RENTON: RENTON CITY COUNCIL:
Mover __T Council President
Attest:
IsLued: July 10, 1972
Revised: February 9, 1976
,Z fZ �- Revised: June 2, 1980
City Clerk
!.
CITY CF RENTON
1988 - West Hill Sewer Svstem
SANITARY SEWER TV INSPECTION
SEWER GROUTING,
R00T REMOVAL AND TREATMENT
SCOPE OF WORK
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 Specifications; to include, but not be limited to, sanitary sewer
flushing, in-line TV inspection, and in-line sanitary sewer grouting. The
sanitary sewers are concrete pipe with oakum and rubber gaskets. The
oakum joints were installed prior to 1950.
' The sewer grout shall be 3-111 CR-250 Grout, o^ approved equal , the
contractor shall test all joints in the work limits to 6 psi .
The work also includes alternate root removal anA treatment, in-line TV
inspection, and grit/debris removal in selectec all sanitary sewer
segments in Renton.
f The root removal and treatment will be an additive item/bid schedule and
kr be included or deleted by the City at the City's option.
i Schedule "A" work tasks are the Base Bid West Hill Sewer Cleaning, TV and
Grouting for the West Hill lneighborhood, west of Rainier Avenue and north
of Renton Ave.
The Schedule "B" work tasks are Segments #27, #28, #30, #11, and #16 of
the Total root removal , treatment and joint sealing. The City may choose
to add or delete pipe line segments at the bid unit price. The total root
removal , treatment and joint sealing maps and list is shown in the
Standard Details.
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INSTRUCTIONS TO BIDDERS
F
1 . Sealed bids for this proposal will be received by the City of Renton at the
office of the Renton City Clerk, Renton City Hall , until 2:30 o' clock p.m. ,
on the date specified in the Call for Bids.
r At this time the bids will be publicly opened and read, after which the
CM" bids will be considered and the award made as early as practicable.
No proposal may be chanced or withdrawn after the time set for receiving
Cbids. Proposdls shall be submitted on the forms attached hereto.
2. The work to be done is shown on the plans. Quantities are understood to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
to add or to eliminate portions of that work as deemed necessary.
' 3. Plans may be -xamined and copies obtained at the Pubiic Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The b; d price for any item must include the performance of all work
necessary for completion of that item as described in the specifications.
rThe 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 eo so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Directo, 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
to 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.
N
6. All bids must be self-explanatory. No opportunity will be nffered for oral
R ItAplanation except as the City may request further information on particular
r 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.
Rev. 7/15/81
CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING LQUAL EMPLOYMENT OPPORTUNITY
Name of Prize Contractor Project ame
INSTRUCTIONS
This certification is required pursuant to Federal Emegutive Order 11246. The imolamenting 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.
The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a •Fair Practices
Policy,• as implemented by an 'Affirmative Action Program' chereir. amending the policy of the City of
Renton to promote and afford equal treatment and service to all citizens and to assure equal employment
opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity,
national origin; sex; the presence of a non-job-related physical, sensory or mantel handicap; age or
marital status. 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
and policies. The aforementione6 provisions shall not apply to contracts or subcontracts for standard
conm;ercial suppliers or rev materials or firms or organizations with leas than eight employees or
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 Flan, the minimum acceptable prrcentage of minority
employment will be that percentage which is currently listed in 'Appendix I' (City of Renton Goals and
Timetables) in the puolishad City of Renton Affirmative Action Program, i.e. 9.1%. This Program is
available for review at the Municipal Building.
The unlersigned contractor therefore covenants, stipulates and agrees that during the performance of
this contract. he %,ill not discriminate agal.nst any person in hiring, promcting, discharging, compen-
satinc or i; other term or condition of employment, by reason of s:•-h personas status, reference
the (11) a •gories listed in para. 2 above.
Contractor further agrees that he will take affirmative and continuous action to insure full compliance
with such policy anC. program in all respects; it being strictly understood and agreed that failure tD
comply with any of the terms of said provisions shall be and constitute a materiel breach of this
contract.
Contractor shell, upon request and/or as noon as possible thereait-r, furnish unto the City any and all
information and reports required by the Cit • to determine whether full corrDliance has been made by tihe
contractor with said policy and program and contractor will permit access to his books, records and
accounts by the City for the purpose of investigatic. to &&certain such compliance.
Contractor further acknowledges that he has received a true and complete copv of the City•■ 'Fair
Practices Po:icy."
Contract Identification Number
CERTIFICATIUN BY: COK: d1CIOR or SUBCONTRACTOR _ or SUPPLIER
NAME:
ADDRESS:
REPRESENTATIVES:
TITLE: PRONE:
1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject
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
instructions. _Yes _No
4. If answer to item 3 is 'No", please explain in detail on reverse side of this certification.
CERTIFICATION. The information above is true and complete to the *sat of my knowledge and belief.
Name an T-t e ol Sioner (please type or pram
am
Signature etT e
Reviewed by City Authority: Date'
1e Rev, 1/31/83
Rev. 4/83
PUBLIC WORK OR IMPROVEMENT
PARTICIPATION CERTIFICATION: REF. RCW 35.22.650
CONTRACTS EKCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (MBE)
aad
WOMENS' MINORITY BUSINESS ENTERPRISES (WHBE)
C (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
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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 Dart 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 finericans,
Orienta.s, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as u. 2 means of
establishing minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder' rest execute and su.-nit, as
a part of the bid, the following certification which will be deemed a part Cf 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 leak out and consider minority
r business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprice subcontractors
r and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
MBE din. Gr. WMBE
1• ❑ ❑
(Name of Firm, Bid Item, Results of Contacts)
2• ❑ ❑
3. ❑ ❑
t
4 _ ❑ _— ❑
ey 5. _ ❑ ❑
Mr./Ms. has been designated as
the liaison officer for the administration of the minority business enterprise
4 program for this firm.
CERTIFICP.TION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
j Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
` Reports.
[N' The bidder proposed subcontractor hereby certifies that he has
has not particpattd it a previous contract or subcontract subject to tie
equal opportunity clause, as required by Executive Orders 1025, 11114 or
11246, and that he has has not , filed with the Joint Reporting
Committee the Director of the Office =ederal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports duA under the applicable
filing requirements.
i
(Company)
By:
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Title
,r
Dal e:
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
contracts 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, Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
t 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.
aY
to
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 i'ie City during the current year is
less than $10,000."
Company Date
BY:
Title
OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
Company Date
BY:
Title
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be s; 'J ect to review and approval by
the City as a prerequisite to the contract awaza, and it includes:
1) Present utilization of minorities and females by job classifiCLtion,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
Company ate
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 prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
4 2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
Company Date
BY: _
Title
Rev. 9/9, 75
�f
City of Renton
Campine Affidavit i Certification Fore:
Non-Culluslon,Ant1-Trust, and Minty pgo
' (Non-fedarel Aid)
INN-C USIBN AFFIDAVIT
Being duly sworn, deposes end says, that he Is the identical parson Who subeltfed
The foregoing proposal or bid, and that such aid is genuine and not ahem cr OpI-
lus,ve or made in the Interest or on behalf of any person nOT therein named. and
further, that the depohent has not directly Induced or solicited any other Bidder
on the foregoing ro,k or equipment to put in a them bid. or any other person or
corporation to refrain from bidding, and that deponent has not In any wlnatr
sought by collusion to secure to hi Melf or to any other person any advantage
over other Bidder or Bidders.
AND
CERTIFICATION RE: ASSIGNMENT OF
/ ANTI-TRUST CLAIMS TO PURCHASER
Vendor and purchaser recognize That In ac-usl economic practice Overcharges
resulting from anti-trust violations are In fact usually bo no by the purchaser.
Therefore, vendor hereby assigns to purchaser any and all claims for such over-
'I charges as to goods and materials purchased In connection with this Order or
• contract, except as to overcharges resulting from anti-trust violations com-
mencing after the date of the bid, quotation, or other *vent establishing the
r price under this Order Or contract. In addition, verdor warrants and represents
that each Of his suppliers and subcontractors shell assign any and all such
claims TO purchaser. subject to the aforamention*d exception.
AND
' MINIMUM WAGE AFFIDAVIT FORM
1, the undersigned, having been duly sworn, deposed, say and certify that In
Conn,ct!on with the perfdrmencs of the work of this project, 1 will pay each
class lcation of laborer, workman, or mechanic employed In the performance
of su,h work, not less then the prevailing rate of wag* Or not less than the
minim N rate of wages all specified in the principal contract, that I have read
the abpv* and foregoing statement and certificate, know the contents thereof
y- and thi substance as set forth Therein it true to my knowledge and belief.
FOR: #X% COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER
AN.` 14INIMM PAGE AFFIDAVIT
a:
Name of Project
r
keme of B idder's Tirm
Signature of Authorized Rapresentativa of Bidder
Subscribed and sww•n to before ma on this day of
19
Notary Public I and for the Stste
- of washington
Residing at
•
am
ire BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's creek, cash,
or bid bond in the amount of $ which amount is not less than five
percent of the total bid.
Sign Here
BID BOND
Know All Men By These Presents:
That we, as Principal ,
and as Surety, are
held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
p Dollars, for the payment
t. of which the Principal and the Surety bind themselves, their heirs, executors,
! administrators, successors and assigns, jointly and severally, by these presents.
t+
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for
according to the terms of the proposal or bid made by the Principal therefor,
and 6,he 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 deposit 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 sr,' liquid. :ed damages, the amount of this bond.
SIGNED, SEALED AND BATED THIS __, DAY OF 19
Principal
Surety
ti 19
Received return of deposit in the sum of S
T
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,
R
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 completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
{ and prices:
(Note: Unit prices for all itsms, all
extensions, and total amount of
k bid should be shown. Show unit
prices both in writing and in
figures.)
r�
Signature
4 Address
4 Names of Members of Partnership:
i
i
b
OR
1
4 Name of President of Corporation
Name of Secretary of Corporation _
Corporation Organized under the laws of
With Main Office in State of Washington at
�a
av
ity of Renton Public Works Department
1988 West Hill Sewer System
Sanitary °:wer TV Inspection, Sewer Grouting, Root Removal & Treatment
Schedule A - Base Bid
SCHEDULE OF PRICES
'NOTE: Unit prices for ail 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.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. 10OLLARS C'S .
001 25050.0 Sanitary Sewer Flushing
p Linear Foo 6" and 8"
1r b
Per Linear Foot Words ;gures
002 25050.0 Sanitary Sewer TV Inspection
Linear Foe 6" and 8"
CPer Linear Foot
Y 003 5000.0 Sanitary Sewer In-Line Joint Test
Each 6" and 8"•
Per acE
004 200.0 Sanitary Sewer In-Line Joint
Each Sealing 6" and 8"
$
Per Each
005 2.0 Sanitary Sewer Debris Removal and
'ion Disposal
r
Per Ton
006 10.0 Sewer Manhold Sealing
Each
$
Pe .ach
Page - 1
E- I
City of Renton . Public Works Department
1988 West Hill Sewer System
Sanitary Sewer TV Inspection, Sewer Grouting, Root Removal & Treatment
CSchedule A - Base Bid
SCHEDULE OF PRiCES
(NOTE: Unit prices "or all items, all estentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conftict 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 .
Subtotal A
8. 11 Sales Tax
p Total A
1
1.
1
t
t
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Page - 2
0 — 1
City of Renton . Public Works Department
1988 West Hill Sewer System
Sanitary Sewer TV Inspection, Sewer Grouting, Root Removal & Treatment
Schedule B - Additive .Alternate
SCHEDULE OF PRICES
(VOTE: Unit prices for all items, all cstentions and totoi amount of bid
must be shown. Show unit prices in both ivords and figures and where
conflict occurs the written or typed worr's shall prevail.)
ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO . QUANTITY (Unit ?rites to be Written in Words) DOLLARS CTS. DOLLARS CTS .
001 1820.0 Sanitary Sewer Flushing, Cleaning
Linear Foo And Root Removal
b
Per Linear root Words rigures
002 1820.0 Sanitary Sewer TV Inspection
Linear Foo
r b
Per Linear Foot
003 1820.0 Sanitary Sewer Root Treatment
�µ Linear Foo
V
Per Linear Foot
004 300.0 Sanitary Sewer In-Line Joint
Each Sealing with Root Inhibiting Grou
Per Each
Subtotal B
8. 1% Sales Tax
Total 8
TOTAL SCHEDULE "A" wjtax (Base Bi )
TOTAL SCHEDULE "B" w/tax (Additiv Alternate)
TOTAL ALL SCHEDULES
wi
�+ I Page - 3 I
SCHEDLLE OF PRICES
(Note: Un1t prices for ail items, all extensions and total a cunt of
pia must be shown. Show unit prices in both words and figures
and whara conflict occurs the written or typed words shall prevail.)
MITEM :011ANTITY
PPROX. ITEM WITU UNIT PRICED BIP UNIT PRICE AMOUNT
NO. lunAt Prlcet to be written in wordsj DOLLARS CTS. DOLLARS CTS.
i
THE ` ERSIGNED BI DER HEREBY AGREES 1L) S'ART CONSTRU ION WORK 0 THIS PROJECT, II
AWA1_ _ HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION ANJI TO CC MPLETE WIn IN
{ qQ WO tKING DAYS AITER STARTING CONSTRUCTION.
a DATED LT THIS DAY 0
. 19H
1w ACKNO EM NT OF rCEIPT OF ADDENDA:
NO. ATE
�s
t NO DATE
4♦
w ATE
w1
SIGNED
TITLE
w
NAME OF COMPANY
ADDRESS
I CITY/STATE/ZIP
TELEPHONE
CITY OF RENTON STATE CONTRACTO S
BUSINES 3 LICENSE d LICENSE 1
4
M
is
at
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BOND TO THE CITY OF RENTON
r•
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 or demand we bind our-
selves and our successors, heirs, administrators or personal representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washing-
ton, the Ordinance of the City of Renton.
Dated at , Washington, 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 principa � has accepted, or is about to accept, the said contract , and
undertake to perform :ne 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 materialmen,
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 occasioneJ 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 appearirg or developing in the material or workmanship provided
or performeJ under said contract within a period of one year after its acceptance thereof
by the City of Renton, then ai,d in that event this obligation shall be void; but other-
r
wise it shall be and remain in full for,:e and effect.
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b
" Revised: 8/16/83
E '
lof7
CONTRACTS OTHER THAN FEDERAL-AID FHWA
' THIS ACR'.EMENT, made and entered into this day of
I., +nd 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:
r 1 ) The Contractor shall within the time stipulated, (to-wit: within
working days from date of commencement hereof as required by the Contract,
P of which this agreement is a component part) perform all the work and
4
services required to be performeo, and provide and furnish all of the
itlabor, 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,
r' in connection with the City's Project (identified as No.
Ir
for improvement by construction and installation of:
r-^
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 jurisdiction thereover. It is
*^ further agreed and stipulated that all of said labor, materials,
! appliances, machines, tools, equipment and services shall be furnished
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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 acceptarce 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 thereof,
or fails to complete said work with such time, or if the Contractor
shall be a.ljudged 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
Contracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract,
e
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 tare 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 perform the
Contract or does not commence performance thereof within thirty (30)
days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract or by any other method it 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 or site of
the project and useful therein.
4) The foregoing provisions are addition to and not in limitation of
any other rights or remedies available to the City.
tr
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 indemnity
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
prov' on shall likewise apply for or on account of any patented or on-
o,tentea invention, process, article or appliance manufactured for use
in the per`ormance of the Contact, including its use by the City, unless
otherwise speci `icclly provided for in this Contract.
In the event the City shall , without fault on its prrt, be made a party
to any litigation commenced by or against Contactor, then Contractor
shall pro- !d and hold the City harmless and Fe 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
incurreO or paid by City in the enforcement of any of the covenants,
provisions and agreements hereund2r.
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
�+ Cistracts Other Than Federal-Aid FHWA 5 of 1
notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail , postage prepaid,
certified or registered mail .
r
J) The Contractor shall commence performance of the Contract no later than
Y 10 calendar days after Contract final execution, and shall complete the
r
fu'l performance of the Contract not later than working days
from the date of commencement. For each and every working day of delay
w after the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
V
the sum of
n
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
V
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
*urk and pay for any damage to ether work resulting therefrom which
r.
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
er
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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 cast 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;
s id 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 es a surety in the State of Washington.
11 ) The total amount of this Contract is the sum of
which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
Rev. 4/83
E
Contracts Other Than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the City has caused these presents to be signed by its
1i Mayor and attester, by its City Clerk and the Contractor has hereunto set
it his hand and seal the dcy and year first above-written.
►r
r CONTRACTOR CITY OF RENTON
President/Partner/Owner Mayor
ATTEST:
Secretary City Clerk
d/b/a
Firm, Name
Individual Partnership
Corporation A Corporation
StateoTIncorprration
Attention:
If business is a CORPORATION, name of the corporation should be listed in
full and both President and Secretary must sign 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 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 company.
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CONTRACTOR/SUBCONTRACTOR ��1' rJ
f� REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT :'�e)j .} . Month : Year:
To be submitted to the City's Project Y 7 .r�MAL Goals and Timetables as committed
Engineer during the 1st waek of following �i L in Contractor's Affirmative
month while contract is in progress. Prime �'T Action Plan $
Contractor is responsible for obtaining and or per City's Plan 9.1 $
submittinq all Subcontractor Reports.
To: (Name and location of C�pllamce A`ency Dept.) From: (Name and 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.
2• 3. o. % 5. b.
mino- Total %tal
Work Houra of Employment (See footnote) rity nu.mber number
of of
Clca. ¢• • • c. . • • offl minoritl Er ploy
His-
er. Ass U tot i¢n/ ?o 1 total
Coapanyl s Name (I.D. ) Trade tiors Total Black ndlan Pacific ?e- v eploy- ee5
panic
Island .ale /n
C
A
Tr
A
_ Tr
A
Tr
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A
Tr
AD
AD
Tr
Tr
7. Cccpan,9 Official-i Sigiature ¢na Title Date Signed
1.g 9. Telephone !:umber
(Include Area Code)
As
Rev. 11/77 (*Males i Females, "Minorities G Non-minorities) Page of
7/80 (Submittal Requirements 6 City's Goals/Timetables) —
q
INSTRUCTIONS kOR_FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON)
The Employment Utilization Report is to be completed by each subject contractor
(both pr'me and subcontractors) and signed by a responsible official of the
company. The r sorts are to be filed on the day required, each month, during
the term of th )ntract, and they shall include the total work-hours worked on
the project fc • i7h employee level in each designated trade fcr the entire reporting
period. The p, & contractor shall submit a report for its work force and shall
collect and su. 't reports for each subcontractor's work force to the Compliance
Agency that is r-rding their construction project.
feporting Per- . . . . . . . . . . . Self-explanatory
Compliance A. -Y . . . . . . . . . . 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 those crafts covered und;r 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 st .tus of
th= worker in the trade. (C - Craftworker -
Qualified, Ap - Apprentice, Tr - Trainee) .
4. Percent of minority work-
Lours 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 rf Minority
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during
reporting period.
6. Total Number of Employees . . . . Number of all employees 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.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76. 04 . 370 : Provides for abatement of additional fire haz-
ard (lands upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building , roan- ,
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.C.W. 76 . 04. 010: Defines terms relating to the suppression or
abatement of forest fires or forest fire conditions .
R.C.W. 70. 94 . 660 : Provides for issuance of burning 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 right-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 provide for fees
and permits , plan or operation , reclamation plan, bonding , and
inspection of operations .
W.A.C. 332-18 : Delineates all requirements for surface mined
land rec amation.
W.A.C. 332- 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 of Army and Corps of Engineers to issue 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-S00
6 Stat. Authorizes the ecretary : t e Army, acting
through t e orps of Engineers , to issue permits for the discharge
of dredged or fil, 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 aaoveimM 1899 :
iscarge oreuse with
into navigab
lerove es that ria
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 .
RE UUIIR£M£NTS FOR THE PREVENTION OF ENVIRONMENTAL
POLLUTION�iAU 5RrSLk4ATTON OF PUBLIC NATURAL USOURCES
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 :
Kin Count Ordinance No . 1527 requires Building and Land
Jeve opment Division an y raulics 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 . Reiiew by Hydraulics Division.
Kin Cou Ordinance No. 800 , No. 900 , No . 1006 and Resolution
no
, No.24353 , No . 24834 , No. 6891 and No . 11242 cad
in King County Lode Tit es 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 Agency Regulation 1 : A regu-
IatHn to controlthe emission air contaminants from all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King , Pierce , Snohomish , and KitsaD Counties) in
accordance with the Washington. Clean Air Act , R.C.W. 70. 94 .
WASHINGTON STATE DEPARTMENT OF 2COLOGY
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 infornation available to the
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 unlawful to throw ,
drain, run er otherwise discharge into any of the water of this
State any organic or inorganic matter that shall 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.11. 70. 95 : Establishes uniform statewide program for handling
solid 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 solid waste disposal site for which there is a valid permit .
w.
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING AND UV0 DEVELOPMENT DIVISION
King 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
r` refuse disposal sites and provides for land reclamation subse-
quent to these activities . A copy is available at the Department
of Public Works or Building and Land Development Division.
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j„ Shoreline Mana ement Act 1971 requires a permit for construction
on state she roes . ermit acquired by Public Works and reviewed
by Building and Land Development Division.
KilnCount Ordinance No. 1488 requires permit for grading , land
fi1Ts , grave pits , camping,quarrying and mining operations
except on County sight-of-way . Review by Building and Land Develop-
ment Division.
to WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME_
L
Cha ter 112 , Laws of 1141 : Requires hydraulics permit on certain
�. projects . ing ounty Department of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 173420 : Requires a Natioi.al Pollutant Discharge Elimination
r ystem permit before d:scharge of pollutants from a point
source into the navigable waters of the State of Washington.
im W.A.C . 372-24 : Permit to discharge commercial or industrial waste
waters into M ate surface or ground water (such as gravel washing ,
f pit operations , or any operation which results in a discharge
V which contains turbidity. )
W.A.C. $08-12-100 : Requires permit to use surface water .
' W.A.C. 508-12- 190 : Requires that changes =o permits for water use
e reviewe y t e Department of Ecology whenever it is desired
to change the purpose of use , the place of use , the point of
,e 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- z80 : Requires permit to construct storage dam.
W.A.C. 508-60 : Requires permit to construct in State flood
to controlzone. King County Public Works secures one for design.
Contractor secures one for his operation (false work design, etc . ) .
h
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es;
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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
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. 15
76. 04 . 170 , 76. 04.180, and 70. 94 due to exteme fire weather or t-
prevent restriction of visibility and excessive air pollution .
R.C.W. 76. 08 . 030 : Cutting permit required before cutting merchant-
s e tim er .
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 (including g sand, gravel , stone, and earth from borrow pit:.) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 1899 : Requires
permit or construction (other than r . ges , see S. Coast
Guard administered permits) on navigable waters (king County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R.C.W. 52 . 28 . U10 52 . 28 . 020, 52 . 28 . 030 , 52 . 28 . 04a 11 . 28 . 050 .
roves aut ority ar, requirements o an pens ties for 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 1699 , General Rrid�e
Act— of March 6 , an eneral�i3—e Act of 19 u as an�eiiNd
Au ust 3�95Requires a permit tor construction � ridge on
naviga a 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 sesurir.g the afore-
mentioned permit : Section 4 (f) of Department of Transportation
Act , \atiunal Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
Section 9. 02 d 2 iii) of Regulation I : Request for verifica-
tion of popu a n on ensity . Contractor 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-
PER*1IT5 REQUIRED FOR THE PROJECT - Continued
ENVIROWMENTAL PROTECTION AGENCY
Title 40 Cha tp er le
Part 61 : Requires that the Environmental
rcteF— cti n�enc—y be now tified 5 days prior to the demolition of
any structure containing asbestos material (excluding residential
structures having fewer than 5 dwelling units) .
The above requirements will be applicable only where called for
[� on the various road projects .
P. Copies 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 rF:ponsibility of the Con-
tractor to familiarize himself with L. - requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensa•-ion shal' be made .
L All permits will be available at construction site .
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!` PREVAILAING MINIMUM HOURLY WAGE RATE S6,
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Occupation,: Sanitary Sewer Works for Sewer Cleaning,
r TV Inspection and Internal Pipaline Grouting.
Location: King County
Wage Rates: (State)
Technician #1 $ 6.25 + $1.48 Fringe + $0.27 Vacation
$ 9.16 + $0.27 Pension
Technician #2 $ 8.25 + $1.48 Fringe + $0.89 Vacation
$0.32 Per.sion
Technician #3 $ 8.75 + $1 .76 Fringe
Grout Truck Operator
Technician #4 $10.50 + $1.98 Fringe
Head Operator
Technician #5 $10.50 T $2.28 Fri-ge
Head Operator
Dated: January 1988 - by L&I Phane # 1-753-4C19
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SUPPLEMENTAL SPECIRCAT10NS
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CITY OF RENTON
A
CSTANDARD SPECIFICATIQMF
A
THE GTAN'ARD SPFCIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASMINGTON STATE
DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON ST.'TE CHAPTER OF THE AMERICAN PUBLIC WnwS ASSOCIATION 19B4
EDITION SHALI BE HEREINAFTER REFERRED TO AS THE "STADARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH
THE LAMS (Ii THE £TATE OF WASHINGTON AID THE ORDIHAtCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE,
ARE HEREBY INCLUDEI) IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED
UP SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN.
A CC • OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR. MUNICIPAL
r EUILDINC, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY.
1M- WHERE%. F REFERENCE IS MADF IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SMALL BE
CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE
` CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS. CITY OF RENTON. OR HIS DULY AUTHORIZED REPRESENTATIVE.
Y MOM THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SMALL BE IN ADDITION TO OF' SHALL SUPERSEDE
PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH.
y., STANDARD PLANS
ray THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTIDN BY THE WASHINGTON 67.7E CEPAP.TMENT OF TRANSPORTATION At0 ":-E
WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION [FLEV.04(0i/651 ARE HEREBY INCLUDED IN THET-
SPECIFICATIONS AS THOUGH QUOTE) IN THEIR ENTIRETY AND SMALL APPLY IXCEPT AS AMENDED OR SUPERSEDED BY THE C11• OF
•-- RENTON STANDARD PLANS BOUND HEREIN.
A COPY OF THESE STANDARD PL/ o AND CITY OF RENTON STANDARD PANS IS ON FILE IN THE OFFICE OF Tl�£ PUBLIC WD-Kc
DIRECTOR, MNICIPAL BUILDING, RENTON, WASHINGTON 48055. WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INi EFIJTED
PARTY.
HAD I NGS
HEADINGS TO PARTS, SECTIONS, FORMS, ARTIC_86 AND SUB, TICLES ARE INSERTED FUR CONVENIENCE OR REFERENCE ONi Y AND
SMALL NET AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
61PPLEMFJRAL AND LPET;IAL PWYI6IONG STRUCTURE
THE SPECIFICATIONS NOTED HEiEIH ARE IN ADDITION TO. OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE. SECTIONS
ARE MARKED "REPLACEMENT SEZTION" OR "PARTIAL REPLACEMENT SECTION", THE SPECIFIGTICNS HEREIN ARE TO RPLACE, OR
PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE iECTIONS ARE MARKED "ADDITIONAL SECTION", THE
SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TC THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS AR-. HARKED
"SUPPLEMENTAL SECTION". THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE 61.NDAR3 SPECIFICATIONS.
r
e
"I DEFINITION AND TSM
1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTA+ION [ADDIT:ONAL BELTI ON)
WHEN THESE SPECIFICATIONS REFER 'TO THE DEPARTMENT CA CEPAFTMENT CIF TAANSFORTATION THIS REFERENCE WILL ALSO
INCLUDE THE CITY MHERF APPLICABLE.
1A.1.11 ENGINEEP (REPLACEMENT SE'.TION
THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH :US AIJTHORI2PJ REPRESENTATIVES.
1-01.23 SECRETARY, SECRETARY OF TPANSPORTATION ISUFPLEnENTAL SECTION'
Ti:E CHIEF EXECUTIVE OFFICER TO THE DEDARTAENT SMALL GLSO REFER TO ThE DIRECTOR OF PUBLIC WORKS.
1-01.20 STAKMARD SPI"UCATICNS JADDITIONAL SECTIONI
7 HER CERTAIN REVERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST '7ITIONS OF:
AWWA AMERICAN WATERWORKS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS
ARA AMERICAN STANDARDS ASSCCIATION
ASTM AMERICAN SOCIETY FOR TESTING AM MATERIALS
NEC NATIONAL ELFCTR?CAL CODE
1-01,27 STATE [ADDITIONAL SECTION]
THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTFCRIZED REPRESENTATIVES WHERS APPIJCAELE.
1-01.37 WORK�CjSRAWIhCS [REPLACEMENT SECTI['Nj
..HE TEEM "SHOP DRAWINGS" SHALL REFEP TU THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED
MATERIALS,EOUIPMENT, METHUDS OF INSIAL ATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR,
Oct A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
]-01.38 ACT OF WD [ADDITIONAL SECTION)
"ACT OF RDD" MEANS AN EARTHOWUKE, FLOW, CYCLONE- 0, OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM,
HIGH RATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT
REASONABLY HAVE SEEN ANTICIPATW FROM HISTORIZAL RECORDS OF THE GENERAL LOCALITY U THE WORK, SHALL NOT BE
CONSTRUED AS AN ACT LF GM.
1-01.38 OR EOL:AL [ADDITIDNAL SECTION]
OHERE THE TERM "0R EQUAL" IS USED HEREIN, THE OWNER, OR THE :11NEP ON RECOMMENDATION OF THE ENGINEER, SHALL BE
THL SOLE JUDGE OF THE M AIITY AND SUITABILITY OF THE PROPOSEC SUBSTITUTION.
1-01.40 APPFOYAL. [ADDITIONAL SE TICK]
THE TERN "APPROVAL" OP "APPPCVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF CF THE L NER.
1-02 BID PROCMURES AND CONDITIONS
1�2.2 PLANS AM SPECIFICATIONS (REPLACEMENT SECTION)
COPIES OF PLANS APE 'ECIFITIRIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEEPING SECTION OF THE
CITY OF RENTON PUBLIC WORKS DEPAR WENT 200 MILL AVENUE SOUTH, RENTON WA. 96055.
Peps 2 SuplenentaU Specifications (Rev U7/15/85)
1-C2.2 CONTINUED
BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY WIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE
' CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON.
1-02.12 PUBIC OPENINGS OF BIDS [REPLACEMENT SECTIONI
SFA'. " BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL
BL: NG. RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AM WILL BE DFENED AND PUBLICLM READ ALOUD.
1-C3 AWARD AND EXECUTION OF CONTRACT
1-C3.1 CONSIDERATION OF BIDS [ADDITIONAL SECTION)
ALL BIDS WILL BE BASEL ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED UNLESS SC
STATED IN THE CALL FUR BIDS OR SPECIAL PRCV:Sl CNS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY
SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION.
1-04 SCOPE OF THE WORK
1-04.5 PROCEDURE AMC PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CON. -ACTOR OR HIS SUPERINTENDENT OR FOREMAN AS THE THE
MEANING OR INTENT OF ANY PART OF THE 'ANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR DR MIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT,
IF WARRANTED.
FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AT CONDEMN OR REJECT
IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCY WORK OR
MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY E .. , BEEN USED
TO PREV:NT DISPJTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AMC) GUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE
IMPROVEMENTS. HE SMALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE
PLANS AND SPECIFICATIONS.
IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED B7 SUCH INTERPRETATION, HE SMALL, WITHIN 3
DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR
DAMAGES. TIME IS IF THE ESSENCE IN THE GIVEING IF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT TV"' BE
REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL StLECT A
THING WITHIN 30 DAYS THEREAFTER.
TH 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 TC
SHOWING THAT THE FINDINGS AND DECISION:
1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED;
r. 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES
SUBMITTED TO ARBITRATION.
THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS
BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING.
ar THE ARBITRATION SMALL BE CONDUCTED IN ACCORDANCE MTTH THE STATUTES OF THE STATE CF WASHINMN AND COURT
DECISIONS GOVERNING SUCH PROCEDURE.
M
Suplemertal Specifications (Rev 12/02/65) Page 3
all
1-04.5 Continued
THE COSTS OF SUCH ARBITRATION SMALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOA UNLESS IT IS THE BOARD'S
MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OA AC710N IS CAPRICIOUS OR WITHOUT REASONABLE
FOLIDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTCR.
THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINSTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE
OF WASHINGTOH, HE BALL DESIGNATE AN AGENT, UPON WHICH PROCESS MAY BE 3ERVED, BEFORE COMMENCING WORK UNCEP THIS
CONTRACT.
1-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION]
ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE
ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE
HYDRANTS. VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND
DELIVERED TO THE CITY SHOPS.
ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO
COMPENSATION WILL BE MADE.
1-04.12 WASTE SITES (ADDITIONAL SECTIONL
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, APO SPREAD AT THE LOCATIONS
SELECTED BY THE CONTRACTOR.
THE CONTRACTOR SMALL RAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WOK( INCLUDED IN THIS SECTION
SHALL BE CONSIDERED TO BE INCICENTAL TO OTHER ITEMS LF WOPA APO NO FURTHER COMPENSATION WILL BE MADE.
THE ROUTE TAKEN TO THE WARE SITE SHALL BE MAINTAINFn SOLELY BY THE CONTRACTOR IN A MANNER AS DESCAI13ED BELOW:
THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS. POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMS
NECESSARY BY THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM LF LOST SPOILS ALONG THE ROUTE. PRCNFT
RESTORATION OF THE ROUTE IS MANOATDRY.
THE CONTRACTUR SHALT. SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED. COPIES OF THE
PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY WORK.
t 4 13 HOURS WORK [ADDITIONAL 6ECTIONI
THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED '0 WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M.
THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION O THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR
THE CONTACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WE-FARE.
4 4 CONTRACTOR'S COPIES OF CONTRACT COCLMEHTS (ADDITIONAL SECTION
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 EETS OF PUNS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET
OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE FET OF ORAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN
GCOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT
DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION.
1-OB COWETOL OF W A K
1-05.3 PLANS AMC WORKING DRAWINGS [PAFTIAL REPIALEMENT IS CT N
DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR 08 SMALLER SHEETS WITH CIMENSIONS IN MULTIPLES OF 8 1/2
BY 11 INCHES.
Pop• 4 Sup Leerntel SpeciTiutionc [Re% 07l15/857
1^ 1-05 3111 SUBMITTALS (NEW SECTION)
THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES,
M' SAMPLES, TESTS. MFTH3D, SCHEDULES, AMC MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO D94ONSTRATE FULLY THAT THE
MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITh THE PROVISIONS AND INTENT OF THE
SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE
CONTRACTOR SWILL, BY A 57ATElMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION
AND STATE THE REASONS THEREFORE.
1-05,5111 CONSTRICTION STAKING (REPLAZEMENT SECTION]
THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS.
GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 F'ET FOR HATTER BOA7D5
OR 5C FEET FOR LASER, SET IN ADVANCE OF THE WOW.. WHENEVER WORK IS IN PROGRESS. THE CONTRACTOR SHALL HAVE IN
HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OF OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE
STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AMC MAINTAINING SUCH CONSTRUCTION GUIDES. A
BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF C.50 PERCENT OR LESS.
AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOP'S
NEGLIGENCE, ANY STAKES SWILL BE DESTROYED AID REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S
FIKAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT.
THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING;
1. REQUESTS FOR USE LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AMC
APPROVAL AT LEAST FIVE DAYS PRIOR TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AMC AT LEAST 3 TIMES DAILY BY CONVENTIONAL METH(DS
3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHEPE A BOX IS BEING USED FOR EXCAVATION.
THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE BETTIS, OF STAKES FOR THE NEXT PHASE OF
HIS OPERATION TO PREVENT WOPK DELAYS WHILE WAITING FOP CONSTRUCTION GUIDES.
THE CONTRACTOR SHALL ASSLME 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 RIS( TO THE
CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOP'S SURVEYING SHALL BE CONSIDERED INC'..ENTAL TO OTHER 810 ITEMS IN THE PR,.POSAL, AND
NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED R THE SCHEDULE OF
PRICES.
1-05,5I21 CONTRACTOR PROVIDED CONSTRUCTION STAKING INEW SECTION]
WHERE THE CONTRACTOR IS REQUIRE, TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE
SERVICES (P A PROFESSIONAL LAN. SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN Z:ONJt,NCTION WITH THE
PROJECT, THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO:
ROADWAY CENTERLINE SANITARY SHIER
SLOPE STAKING FIRE HYDRANTS
CURBS AND CUTTERS STREET LIGHTING
GRADING AMC PAVING URDERGRCURDING POWER C TELEPHCNE
TELEMETRY TRAFFIC SIGNAL SYSTEM
STORM DRAIN SYSTEM PSPLL CO. S P.N.W.B. VAULTS
r SUPPLWrntol SPecificuticns (Rev 07i1EJ85) Page 5
1-05,5121 CONTINUED
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL
REPLACEMENT STAKING OR RESfAKING NEEDED. THE CITY MILL PROVIDF THE CONTRACTOR'S S'nVEYOR VITO THE HORIZONTAL
AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
THE CONTRACTOR'S SURVEYOR SMALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL
CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CCNTAIN
AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE. VALVE, BEND, HYDRANT, MANHOLE, CULVERT.
CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATER SERVICE. CURB, GLTTER, SIDEWALK, AND ALL OTHER CHANGES IN
ALIGNMENT DR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SMALL
BE KEyT IN A HAM COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST.
THE LIMP SLIM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SUS;VFYING NEEDED TO CONSTRUCT
THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANE, APO TO PROVIDE THE REQUIRED CONSTRUCTION AM
AS-CONSTRICTED FIELD NOTES, PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY
ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER.
1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL
PROMPTLY, H' PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE
TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL
DETERMINATION OF TIME ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF
i INAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SMALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK
UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR
ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION.
1-05.15 METHOD OF SERVICE OF NOTICE LREPLACEHENT SECTION]
WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL. OR TC A
PAFRNEP OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERC. OR IF SENT BY REGISTERED
UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS.
1 05.16 ERRORS AND OMISSIONS [NEW SECTION]
IF THE CONTRACTOR, IN THE COURSE OF HIS WCM. BECOMES AWARE OF ANY ERRORS OR OMISSIONS !N THE CONTRACT DOCUMENTS
OR IN THE LAYOUT AS GIVEN EY SURVEY POINTS AID INSTRUCTIONS, OF IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN
THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER.
THE ENGINEER, IF HE DEEMS IT NECESSARY, SMALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. Ah'Y
WORK DONE AFTER SUCH DISCOVERTY, 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 SUPPLYING ACCESS, PARKING, APO SANITATION FACILITIES SHALL BE CONSIDERED INLICEN.AL TC
THE PROJECT AM NO COIPENLSATION SMALL BE MADE.
1-07.7 LOAD LIMITS [REPLACEMENT SECTION)
ALL MOTCR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE
MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON ( 1867 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE. WEIGHT,
AND LOADS OF MOTOR VEHICLES.
Pepe 6 Suplemntat Spaciflcetions (Rev 07/15/851
1-07.7 CONTINUED
1
PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOP WHICH THE VEHICLE
N. IS LICENSED.
ANY VIOLATION Of THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAM ENFORCEMENT AGENT.
THE CONTRACTOR IS TC FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT,
LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AM LICENSED LOAD LIMITS.
1-07.9 WAGES [REPLACEMENT SECTION]
THIS CONTRACT IS SUBJECT TC CHAPTER 35.12 RCN, AND AYENCNENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES.
,. ON FEDERAL AID PRCJELTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM PATES OF WAGES
AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE FATES AND FRINGE BENEFITS ARE LISTED, THEY ARE
IN ACWRiJANCE WITH THE UNITED STATES DEPARTYENT OF LA90FI DECISION NUMBER %A 63-511D.
THE CONTRACTOR, ANY SUBC^NTRACTOP. OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN,
LABORERS, OP MECHANICS LESS THAN THE REOLIR® 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 CONTFIBUTE
FOR EACH CONDENSABLE HOUP THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE v
RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPO"'
i AND ASSLMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER PATES THAN THOSE SHOWY :,. H...
CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RTTEN S T '
M AS CHANGED. IT IS THE CONTRACTOR'S RESPOASIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE ."L %AYE TO
f PAY.
R THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF HE Ail NVFD
R.y "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A CCPY OF THE PREVAILING ►AGE FATES FOP THE PRCJECT UP, H.SCH THE
CONTRACTOR PAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS ANL TELEPHONC
` NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AID INDUSTRIES WHERE A COMPLAINT OF INCOIR'
COCERNING PREVAILING WAGES MAY BE MADE.
ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND
BY THE U. S. SECRETARY OF LABOR, IF THERE IC A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING PATE 1 WAGE FOR A
_ 6IMILAP CLASSIFICATION OF LABOR, THE COMPACTOR 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 DEDARTYENT
OF LABOR AID INDUSTRIES. HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN
A PRCGRAY APPROVED BY THE STATE APPRENTICESHIP COUNCIL AM THE PERIM OF PROGRESSION FOR EACH SUCH APPRENTICE
F 7YEE.
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY
OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A
STATE APPRENTICESHIP AND TRAINING AGENCY APPROVES AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND
TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBM:T EVIDENCE OF APPRCVAI AND
REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIF AHD TRAINING.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE BE THE ESTAELISHED APPRENTICE JOURNEYMAN RATIOS AND
WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOP ESTABLISHING SUCH RATIOS AND PATES FOR THE PROJECT
UNDER THE APPLICABLE CONTRACT PROVISIONS.
Supp Lowntot SPKifieatitns (F„v 07/15/85) PKe 7
1-07.9 CONTINUED
IF ANY DISPUTES ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT
CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR
AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT (F LABOR AND
INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN 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 SHALL
REGUEST THE DETEFMINATICN OF THE APPROPRIATE WAGE RATE FOP THE CLASSIFICATION AID FOR THE AREA IN WHICH WORK IS
PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES
ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE
ENGINEER, IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION. PRIOR TO EACH
PROGESS ESTIMATE PAYMENT, COIFIRMING THAT PREVAILING WAGE RATES PAVE BEEN PAID
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND MADE 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.L 10-0010 YAK.E.
THE CONTRACTCR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTTION OR AUDIT BY
REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS
AFTER THE DATE OF ACCEPTANCE THEREOF, AID THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH
RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE
CONTRACTOR, THE CONTRACTOR O(PRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN
TO INSPECTION AM AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE
CONTRACTOR. IF AN ALCTT IS TO BE COMMENCED MORE THAN SD(TY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT,
THE CONTRACTOR WILL BE Giv-,N A REA .NABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN.
BEFORE PAYMENT IS MADE BY THE CITY RM ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE
CONTRACTCR APO EACH SUBCONTRACTOR, A COPY BM -STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L S I NUMBER
7OD-28 WASHINGTON STATE DEPARTMENT OF LAODR AND INDUSTRIES).
LFON COMPLETION OF THIS CONTRACT, THE CITY MUST XCEEIVE FFC4 THE CONTRACTOR AIv EACH SUBCONTRAC"OR A COPY OF
"AFFIDAVIT OF WAGES PAID" (FORM L 6 I NUMBER 7OD-' STATE CE?ARTMENT OD LABOR ANC INDUSTRIES) CEFTIFYING THAT
ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIME
CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L S I NUMEEP
206083 THE STATE DEFARTMENT OF LABOR AM INDUSTRIES). THESE AFFIDAVITS WILL BE REDUIR® BEFORE ANY FUNDS
RETAINED, ACCORDING TO THE PROVISIONS OF RCN 6O.213.O1O, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED
FROM THE DEPARTMENT OF LABOR AND INDUSTRIES.
A FEE (F 612.50 PEP EACH "STATEMENT OF INTENT TO PAY PRELAILING WAGES' v "AFFIDAVIT OF WAGES PAID" IS REGUIPEC
TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND UDL•s R: THE CONTRACTOR IS RESPONSIBLE FOR
PAYMENT OF THESE FEES APD SHALL MAKE ALL APPLICATIONS DIRECTLY TO TEE DEPAF, 'EST OF LAEOP AND IMO)STFIES, THESE
FEES 6PALL BE INCIDENTAL TC ALL THE BIC ITEMS OF THIS CONTRACT,
Page B SUPLenentot SPeclflcaLion6 (Rev O7/15/851
1_0�- 8 CON71NL'ED
IN ADDITION, THE PRIME COM RACTOP SHALL SUBMIT TO THE WASHINCT06 STATE DEPARTMENT OF LABOR AND INDUSTRIES A
w "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AIL INDUSTRIES. THESE AFFIDAVITS DILL BE
ti4 RELIII RED BEFOPE ANY FUNDS RETAINED ACCORDINC TO THE PROVISION OF PC* SC.28.010 ARE RELEASED TO THE CONTRACTOR.
1_07.11[S] SUBCORTRACTINE [ADDITIONAL SECTION]
BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SMALL SUSH17 AN AFFIDAVIT (IF AMOUNTS PAID TO MINORITY
.. BUSINESS EN'TEPFRISE AM OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING
THE AMOUNTS FAIO TO MINORITY BUSINESS AIL OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS.
1-07.11 1fv PELOME AND REPORTS [REPLACEMENT SECTION]
CTHE CONTRACTOP MILL BE REQUIRED TO COMPLETE AID SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL
PAYMENTS TC THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WCRKS DIRECTOR:
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FCRM 257
2. EACH JULY - STATE HIGHWAY FORM PR-1361
THE OWNER WILL FURNISH THESE FOWLS TO THE PRIME CONTRACTOR DURINE THE PRECONSTRUCTION MEETING.
AM EDUAL EMPLOYMENT CPPCRTUNITY REPORT CERTIFICATE SHALL. BE EXECUTED BY THE BIDDER WITH HIS 8I1) PROPOSAL ON THIS
PROJECT AND WHICH CONES WITHIN THE PROVISIONS O THE EOUAL BFLGYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY
OF LABOR AS REVISED HAY 21, 1968. THE FORM O CERTIFICATE WILL BE FURNISHED TO THE COMPACTOR WITH THE
PROPOSAL. WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION,
PAPTN:ERSHIP, OF CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EGLAL
1 OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING
REQUIREMENTS.
FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID.
IF A PROPOSAL LACKS AND EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHER,ISE BE AWARDED THE CONTRACT, THE
CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE GY THE DIRECTOR OF PUBLIC NORKS TO PROVIDE THE SAME. IF THE
N CONTRACTOR REFUSES OF FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE
FORM OF BOW, CHSK, OR CASH WHICH ACCOMPANIED THE BED, WILL BE FORFEITED TO THE CITY.
NHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT CONES WITHIN THE
PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR. REVISED KY 21, 1968. HE SHALL OETAIN
THIS CERTIFICATIO: FROM HIS PROPOSED SUBCONTRACTOR AID FORNARD IT TOGETHER WITH SUCH REDUEST. NO SUBCONTRACT
WILL BE APPROVEC BEFORE RECEIPT OF SUCH CERTTIFICAIIO' FROM THE SUBCONTRACTOR.
FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE DF,A14ED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT.
1_-07.13 CONTRACTOP'S RESPONSIBILITY FOR WORK triFcLACEMENT SECTION]
THE WCR( SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE M CHARGE, THE COMPACTOR SHALL BEAR ALL LOSS AND
CAYIAGE WHATSOEVER AID FROM WHATSOEVER CLAUSE, EXCEPT THAT CASED SOLELY BY THE ACT OF THE OWNER WHICH IAY OCCUR
ON OR I,; THE WOW. DUPING THE FULFILLMENT OF THE CONTRACT.
IF AM SUCH LOSS OR DAMAGE OCCURS. THE CONTRACTOR SHALL IMMEDIATELY MARE GOOD ANY SUCH LOSS OR DAMAGE, AND .
THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SC, THE OWNEP MAY ITSELF OR BY THE EMPLOYMENT OF SOME
.-. Clv:n PERSON MAKE GOOD AM SUCH LOSS OR CAMASE, AND THE COST AHD EXPENSE OF SO DOING SHAD BE CHARGED TO THE
CONTRACTOR.
THE CONTRACTOP ALONE SW LL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EHPLOYFFS,
AIL FOP HIS AND HIS SUBCOITRACTOP'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK.
SuppLerentbi Specifications (Rev 07/15/851 Pepe 9
1-07.13 CONTINUED
DURING UNFAVORABLc' WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS
SHALL NOT BE DAMAGED THEREBY.
NO PORTION TF THE WCFK WHOSE SATISFACTORUY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL
BE CONSTRUCTED WHILE THESE CCf.O:"fIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER,
THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM.
1-07.14 RESPONSIBILITY FOP DAMAGE IADOIIIDNAL SECTION]
THE CONTRACTOR SMLL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND 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, TD AVC:O
CREATING A NUISANCE.
DUST APO MUD CONTROL SHALL SE CCMbIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS
SECTION.
COMPLAINTS TF DUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMTTTED TC
THE CONTRACTOR AM PROMPT ACTION IN CORRECTING WILL BE REQUIRED BY THE CONTRACTOR,
1-07.16 PRCTECTiON AND RESTCRATION OF PROPERTY IREPLACEMENT SECTION]
THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SMALL LIMIT HIS
OPERATIOK TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER NAY PROVIDE CEFT.AIN LANDS, AS INDICATED IN CONNECTION WITH TM` WORK UNDER THE CONTRACT TOGETHER WITH
THE RIW, OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NUT UNREASONABLY ENCUMBER THE PREMISES WITH HIS
EQUIPMENT OR MATERIALS.
THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, .ANY ADDITIONAL LAND AND ACCESS THEPETO NOT SNWN
OR DESCRIBED THAT MAY BE REQUIRED FW TEMPORARY CONSTRUCTION FAC'LITIES OR FTORAGE OF MATERIALS. HE SHALL
CONSTRUCT ALL ACCESS ROADS, DETOUR k ADS, OR OTHER TEMPORARY WOW AS REQUIRED BY HIS OPERATIONS. THE CONTRACTCR
SHALL CONFINE HIS EQUIPMENT, STORAGE M MATERIAL, APO OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND
OESCRIBED APO SUCH ADDITIONAL AREAS AS HE MAY PROVIDE.
A. GENERAL. ALL CONSTRUCTION WOW UNDER THIS CONTRACT ON EASEMENTS, RIGHT—IF—MAY, OVER PRIVATE PROPERTY CA
FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT—OF—WAY OR FRANCHISE. ALL WORK SMALL BE
.CCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTCil
SHALL SCHEDULE HIS WORK 6O THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LffT OPEN DURING WEEKENDS OR HOL: 'YS AND
TRENCHES SMALL NOT BE OPEN FOR MORE THAN 4P HOURS.
S. STRUCTURES, THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFOFNNICE OF
THE WOW AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND. HE SHALL
ALSO APAIP ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WOE( UNDER THIS CONTRACT.
C. EASE1MR475 — CULTIVATED AREAS AM OTHEP SURFACE IMPRO' M!E ENTS., ALL CULTIV'TED AREAS, EITHER AGRICULTURAi. OR
LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CQNTRACTOR SMALL BE RESTORED AS NEARLY
AS POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT•-ff--WAY, THE CONTRACTUR SHALL STRIP TOP SOIL FROM THE TRENCH ,.
CS CONSTRUCTION AREA AM STOCKPILE IT IN SUCH A NANNF.P THAT IT MAY BE REPLACED BY HIM, UPON COMPLET:ON OF
CONSTRUCTION. ORNAMENTAL TREES AM SHRUBBERY SMALL BE CARGULLY REMOVED WITH THE EARTH SURROUNDING THEIF ROOTE
WRAPPED IN BCRLAP AM PEPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS.
r
Pepe 10 SuplenenteL Specifications [Rev 07/15/BF
va Q7z14 CONTINUED
ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED EY THE CONTRACTOR WITH MATEPIAL OF ECUAL OUAL:T'
N AT NO ADDITIONAL MST TC THE OWNER.. IN THE EVENT THAT IT IF NECESSARY TC TRENCH THROUGH ANY LAWN AREA, THE ;OC
SHALL BE CAREFULLY CUT AIL ROLLED AIL REPLACED AFTER THE TREW.hES HAVE BEEN BACKFILLED. THE LAWN AREA SH L BE
CLEANEC BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND ^ESRIS.
' THE CONTRACTOR SWILL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOP-TYPE BACKHOES USED BY 61DE SEWER
CONTRACTORS FOR ALL NOW, INCLUDING EXCAVATION AND EACKFILL, ON EAS9ENTS OR RIGFRS-OF-WAY WHICH HAVE LARt:
AREAS, ALL FENCES, MARKERS, MAIL BOXES. OR OTHER TBPORAPY OBSTACLES SHALL BE REMOVED BY THE CURRACTOF. AM
IMMEDIATELY REPLACE. AFTER THE TRENCH IS BACKFILLED. IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY
THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WOW DONE ON Eo SEMENTS OR RIGHTS-01-WAY.
DAMAGE TO EXISTING STRUCTURES OUTSIDE LF EASE14ENT AREAS THAT MAY RESULT FROM DEYATERING ANC/OR OTHER
CCNSTPL'6TION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. Tit ORIGINAL
CONDITION SMALL BE ESTAELISHED Bf PHO70GRAPKS TAKEN AND/OR INSPECTION MADE PRIOR TU CONSTRUCTION. ALL SUCH WOW
SHALL HE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS APO 11E OWNER AT THE EXPENSE OF THE CONTRACTOR.
D. SJAEET6. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY Cr- RESTORATION OF THE SURFACE SF ALL STREETS
(TRAVELLED WAYS) USE[) BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSAfY REPAIRS.
v" THE CCNTRACTOR SMALL 60 INFURM THE OWNER. THE OWNER ►ILL MAKE THE NECESSARY REPAIR£ ANC THE COST OF SUCH
REPAIRS SHALL BE PAID BY THE CONTRACTOR.
t '
L 1-07.17 UTILITIES AM SIMILAR FACILITIES [ADDITIONAL SECTIONI
LOCATION Ali) DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BELT
AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEF THE E12E AID LOCATION OF
EXISTINC FACILITIES.
IT SHALL BE THE CCN'TRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC APO PRIVATE COMPAPa EF HAVING UTILITIES AND/OR
- FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA.
CALL BEFORE YOU DIG
THE 48 HOUR LOCATORS
1-BOo-424-5555
IF, IN THE PROSECUTION OF THE WCW, IT BECOMSS NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SETTERS,
UIDEFORAINS, CONDUIT. UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CCNTRACTOP SHALL BE
RESPONSIBLE FOR. AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AHD PROVIDE TEMPORARY SERVICES FOP GAME.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS
CL. . 9LCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNEL FACILITIES WHICH ►ILL BE REPAIRED
BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY.
:S7i18 PUBLIC LIAEILITY APO PROPERTY CAMAGE [REPLACEMENT SECCTION
THE MINIMUM PCLICY LIMITS DF SUCH INSURANCE SHALL BE AS FOLLOWS:
THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,000 FOR BOL,LY IN:L'Fv IP:L.LCING DEATH AID
PRSFEP:Y DAMAGE PER OCCURRENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN f5.000.000 SHALL
BE PROVIDED, WITH THE LIMNER AM ENGINEER ADDITIONAL NAMED INSUPEES. THESE LIMITS SHALL APPLY TC CUMPREHENSIVF
GENERAL LIABILITY INSURANCE AM VEH1ZLE LIABIUT INSURANCE.
SuppLemec.el Epecif¢etionc (Bev 07/15/85) Page 11
1-07.11 CONTINUE
THE CONTRA:TOR SHALL FJRNIS'• THE CITY WITH SA•ISFACTORI "ROOF OF CACRIAGE OF THE INSURANCE REQUIRED.
+�7.23f11 PI:SI.IC CONVENIENCE AND SAFETY 1ADLITIONAL SECTICNI
THE CONTRACTOR SHALL NOTIFY BY MAIL ALL PROPERTY OWNERS ALONU THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE
CONTRACTOR GHALL NOTIFY ALL LOCAL POLICE, TRANSIT. AND FIRE DEPARTNENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES
AND ADDP.ES:EF WILL BE FURNISHE) BY THE OWNER. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A
✓INIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY.
1-07.23131 FL>1CNEN. BARRICADES. AM SIGNS IREPLACEMEM SECTION]
FLAGMEN. BARRICADES, SIGNS AM TRAFFIC CONTROL FURNISHED SHALL CONFORM TC THE STANDARDS ESTABLISHED IN THE
LATEST ADOFTEO EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". PUBLISHED BY THE U. S. DEPARTMENT OF
TRANSPORTATION.
COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE. WASHINGTON,
D.C., PO4.02. THE CONTRACTOR SMALL
LL IMPLEMENT THE TRAFFIC CONTROL PLANS) APPEARING IN THE CONTRACT PLANS, AS
APPLICALIZ. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT ',ITH TNL CONTRACT TRAFFIC CONTROL PLAN, HE
MAY PRGPOSE MOCIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESWRY CONSTRUCTION 1IGNS AM BARRICADES
;]EQUIRED FOR THE PROJECT, AND SUBMIT I7 TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TINE
THE SIGNS APO BAF.HICADES WILL BE ,REQUIRED.
THE CONTRACTOR SHALL. AT HIS OWN EXPENSE PROVIDE ALL SIGNS. BARRICADES. GUARDS. FLAGMEN . AND EQUIPMENT,
CONSTRUCTION MARNINGS, APO NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS ff RESULT OF
HIS OPERATIONS (SEE M.U.T.C.O.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN
THE OPINION CF THZ ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AM BARRICADES AND DEDUCT
SUCH COSTS FROM PAYMLNTS DUE THE CONTRACTOR. WORT. SMALL BE RESTRUCTURED. THE ORDER OF WnW MODIFIED, THE HOURS
OF WOW MODIFIED OR THE WORK HALTED 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, AM WELFARE
ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
ALL GOb'TS 1 CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SMALL RE CONSIDERED
INCIDENTAL TO THE IDW INVOLVED OR SHALL BE INCLUDED IN THE LURE SUP. PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN
ITEM IS INCLUDED IN THE PROJECT.
TRAFFIC MOVEMENT SHALL HEREIN 13E DEFINED AS APPLYING TO EDT9 VEHICULAR ANC PEDESTRIAN TRAFFIC, THE ENGINEER
SHALL BE THE CITY OF FENTOH PUBLIC WOWS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (1.e. PROJECT ENCINEEP.
INWECTCR) AS USED THROUGHOUT THIS SPECIFICATION.
THE FOLLiMING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT. B.,f
DOES NOT LIMIT DA SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS1
THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STFEETS AM HIGNHWAYti'. AS WELL AS THE FEDERAL HIGHWAY
:MINISIWTION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORD ZONES" TECHNICAL RE?JFT MAY
977, SHALL BE USED AS A GU;JELINE FOR THIS PROJECT.
2. AT Ill PROJECT PRE CONSTRUCTICN CONFERENCE lHt. CONTRACTOR SHALL DISCUSS HTE TRAFFIC CONTROL PLAN AND
DESIGHATE THE PERSON RESPCNSIBLE FOR TRAFFIC CONTROL AT THE NOW SITE. THE TCP SHALL INCLUDE DEG'kIPTIONS
OF THE TRAFFIC CONTROL MEIHODS APO DEVICES TO BE USEC BY THE PRIME CONTMCTONSUB-CONTRACTORS AM WILL BE
SLUji:0 TO REVIEW AM APPROVAL BY THE ENGINEER.
Pepe 12 Supleeenr. OT'1✓B5)
e.
1_Q1j313j CONTINUED
3. DUR:hC ALL PHASES OF CCNVl PLCTICN, TRAFFIC MCVEMEKT SHALL BE MAINTAINED AS NEAF NORMAL AS POSSIBLE AIL
REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE PIGF'T (F WAY LINE.
4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO T^AFFIC DURI.•G PEAK TFAFF:C PERIODS, E:30 TO B:30 A.M. AND
3.00 to 6:00 P.M. LR AS DIRECTED BY THE ENGINEER.
5. Of, OF BEFORE THE FIRST DAY OF WOW AFFECTIVE TRAVELED ROADWAY, THE CONTRACTOP WILL BE REQUIRED TO HAVE THE
TRAFFIC CCl.TROL DEVICES TO EE USED IMISPECTED AND APPROVED EY THE ENGINEER AS TO COMPLIANCE WITH MLTCWFHWA
CTANDA(OS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSAW SIGNS AND TRAFFIC
CONTROL DEV:JES APE IN PLACE.
6. WORK SITE TRAFFIC CONTROL WILL RE SUBJECT TO PERIODIC 'NSPECTIC? BY THE ENGINEER; THE CONTRACTOR WILL BE
REDUIF3 TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY
TO TRAFFIC MOVEMENT.
7, IF THE CCNTRACTDF FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER C. ORDER A £TOP
TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PEFFCWEL BY OTHERS
WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR.
L THE CONTRACTOR SHALL BE PESFONLIELE FOP PROVIDING ACECUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE
PROTECTION OF THE WORK ANC THE PUBLIC AT ALL TIMES, ANL THE CCNTFACTUP AM HIS SUPETY SHALL BE LIA5LE FOR
�+ INJUR:ES AM DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE
L IN CONNECTION THEREIN.
1-07.22161 DUST CONTRCL (ADDITIONA_L S CT ON
CTHE CONTRACTOR SHALL PROVIDE A MINIlOLM 1,500 GALLON CAPACITY WATEF TRICK WITH A PRESSURE SPRAY SYSTEM DESIGNED
FOR STREET CLEAN:NC. THE Si REE Z SHALL BE C'.EANED OF DLST AIL UEBRIS AT THE END OF EACH WORKING DAY. IN
10 -OITION, THE CONTRACTOR SMALL PROVIDE SPFINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AD O:REC'IL BY
I . THE ENFINEEF.
1-07.24 PIGHT£ OF WAY (ADDITIONAL SECTI(K]
THE CITY SHALL DETAIN ALL EASEMENTS AM ACCESS PERMISSION NECESSAW TO THE CONSTRUCTION OF ALL IMPROVEMENTS
LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. CMIFS OF ALL EASEMENTS AND ACCESS PERMISSION WILL
BE PROVIDED TO THE CONTRACTOP. THE CONTRACTOR SWLL PEWORW ALL WOW. ON PRIVATE PR4PEPTY IN STRICT COMPL-ANCE
WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-ACCESS DOCUMENT"'.
1-OB PPOS3UTION AID PF)GPLSS
1-08.3 PROGPESS SCH, VULJ REP CEMENT SECTIONI
IMMEDIATELY AFTER EXECLTION AID DELIVERY OF THE CONTRACT, AID BEFORE THE FIRST PARTIAL PAYMENT IC MADE, THE
CCNTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTTON nROCRESS SCHEDULE IN A FORM SATSSFACTUFY TO
ENGINEER, SHOWING THE PROPC<:U) DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VAP10U5 PAY ITEMS OF WOW
REQUIRED UNDER THE CONTRACT DOCLMENTS AM THE ANTICIPATED AMOUNT OF EACH 14ONTHLY PAYMENT THAT WILL BECOME DUE TO
THE CONTRACTOR IN ACCOPDA.NCE WITH THE PROGRESS SCHEDULE. THE COI.TRACTUF SHALL ALSO FUPNISW PEFICLIC ITEMIZED
ESTIMATES OF WDR: DOME FOP THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED 01. MAKING OF ANY
UP TeESE SCHEDULES WILL BE USED ONLY FOR ^ETERHTNINC THE tASIS OF PAF.'TIAL PAYNEKTS APO WILL NOT BE CONSIDERED A6
FD(ING A 645I5 FOR ADC ITI ONG TO OH DEDUCTIONS PROW THE CONTRACT.
W
^• Supp Gemntsl Spcificet,ens (Rev 07i1Si851 Pope 13
i;
1-08.3 CONTINUED
SHOL.D IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS MILL OR MAY FALL BEHIND THE SCHEDULE OF
THIS FIRST PROGRAM. THE CONTRACTCR SWILL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEOU!iS IN THE SAME FORM AS
SPECIFIED HEREIN, S 71T1NG OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT
WORK. ETC., BY WHICH THE LOST TIME WILL BE MADE LP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION
rF THE DRIGINA' SCHEDULE 1W6 BEZN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND
TO CONFLICT L i THE CONTRACT PROVISIONS, IT SHALL LrON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL
BE FEWORMED If. COMPLIANCE WITH THE CONTRACT PREVISIONS.
PAYMENTS OF ANY FURTHEP. ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED
SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR NAY BE WITHHELD. ECECUTION OF THE WORK ACCORDING TO THE ACCEPTED
SCHEDULE OF CONaSPUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT,
1-08 3I1] PRE-CONSTRUCTION CONFERENCE INEW SECTION)
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI
PUBLIC UTILITY COMPANIES, AND OTHER INTERES)EO PARTIES SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITN TINE,
PLACE, AND DATE TO EF DETERMINED AFTER AWARD OF THE CONTRACT. SJBSEOUENTLY, A REPRESENTATIVE OF THE CONTRACTOR
WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PR08LOS THAT MAY BE INCURRED. THE TIME,
PLACE AND DATE OF THESE WEEKLY MEETINGS SNN.L BE ESTABLISHED AT THE PRE-CON67F'JCCION CONFERENCE.
L-Q_4 PROSECUTION OF MOW. (ADDITIONAL SECTION]
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON ,LT LEAST 46 HOURS PRIOR TO COMMENCING WORK. THE SAME
NK,TIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING B11 FROM A PHONE WITH A FENTON L(CHANiGE
K TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF -WAY. THE CONTRACTCR SHALL
ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME CF
ACCESS CLUSURE TO THEIR PROPERTY.
1-08.5 TIME OF COMPLETION 'ADDITIONAL SECTIONI
REPLACE PARAGRAPH i WITHW
THE CONTRACT, TIME SHALL START 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THL CUNTMA;COR TO
PROCEED. THE SPECIAL PROVISICNS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY
DAY NOT OTMERMISE DEFINED HEREIN AS A NON WOWING DAY, A NM, WORKING DAY IS DEFINED , I SATURDAY,
SUNRAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS SPECIFICALLY REQUIRE 3Y ONE CONTRACT.
TO SUSPEND CONSTRUCTION
ALL DEFINITIONS OF RECOGNIZE) HDLIOt.YS IRA T!1F STANDARD SPECIFICATIONZ ARE DELETED AND VOID. RECOGNIZED HOLIDAYS
SHALL BE AS FOLLOWS:
NEW YEAR'S DAY, :INCOLN'S BIRTHDAY. WASHINGTON'S BIRTHDAY; MB40RIAL DAY, JULY 4, LABOR DAY, VETERANS
DAY, THANKSGIVING AM THE DAY FOLLOWING, AND CHRISTMAS EVE AND CHA167 WS DAY. THE DAY BEFORE
CHRISTMAS "LL BE A HOLIDAY WHEN CH91MMM DAY OCCURS ON A TUESIAY OR FRIDAY. THE DAY AFTER
CHRISTMAS SKULL OF A HOLIDAY WHEN CHRISTN:AS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN
CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWP PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS.
WHEN CHRISTMAS DAY OD'!RS ON A SUNRAY, THE TWO WOWING DAYS FOLLOWINF SHELL LF OSSERVSD AS HOLIDAYS.
THE CONTRACTOR IS EXPECTED TC D'-ICFNCLY PROSECUTE THE VOW TO COMPLETION IN ALL PAPS AHD REQUIREMENTS. THE
PRO.4ff SHALL BE COMPLETED WI",WIN THE TIME NOTED IN THE CALL FOR BIDS.
Faye 14 SuPLeeentel Specification, (Rev 07/15/851
1-08.5 CONTINUED
PROVIDED, HOWEVER. THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPA;MTMENT, CITY OF
RENTON. WA, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN
WRITING AND ACCOMPANIED B1 THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOW OF THE COHTRACTOP.
TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL 40T FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING
AN EXTENSION OF TIME FLA THE COMPLETION OF THE WORK, AM SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR
LIASI,ITIES FDR FAILURE TO AMPLETE THE WORD WITHIN THE TIME REQUIRED,
1-06.9 LIQUICATED DAMAGES [ADDITIOAAL SECTION]
THE LIQUIDATED DAMAGES DO NO1 INCLUDE, AND ARE IN Ar (ION TO, DAMAGES FROM COST_ FDA INSPECTION, SUPERVISION,
LEGAL EXPENSE, AM COURT COS'B INCURRED BEYOND CON-TACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AM
SUPERVISION SHALL BE AN AMUN EQUAL TO ACTUAL SALARY COST "LUS 100 PERCENT FOR OVERHEAD.
1-08.11 OVERTIME WOTK(BY OWNER EMPLOYEES [NEW SECTION]
WHEN THE CONTRACTOR PERFORMS CONITRUCTION WORK OVER THE ACCEPTED B HOURS PEP DAY OR 40 HOURS PER WEEK, OR ON ANY
CITY HOLIDAY, AND THE WOW REQU.RES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50
PEP HOOP, THE CITY SHALL HAVE Ths SOLE AUTHORITY IN DETERMINING THE NECESSITY OF RAVING THE OVERTIME
INSPECTION, AND SHALL NOTIFY ','HE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE
DEDUCTED FROM M.OHIES DUE THE CONTR%CTOR ON EACH MONTHLY ESTIMATE.
1-05.1Z CONTRACTOR'S PLANT AND EQULMENT (NEW SECTION]
THE CONTRICTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUPFICTFNCY OF HIS AM
HIS SUBCONTRACTOR'S PLANT AND EQUIP 'EN1. THE OWNEH SHALL HAVE THE RIGHT TO MAKE LSE OF THE C ACTOR'S PLANT
AMC EQUIPMENT IN THE PERFORMANCE OF All WOW ON THE SITE OF THE WORD.
THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WOW AND PAID FOR ACCORDINGLY.
NEITHER THE OWNER NOR THE ENGINCEP ASSUMi ANY RESPONSIBILITY. AT ANY TIMi:, FOP THE SECURITY OF THE SITE FROM THE
TIME CONTRACTOR'S OPERATIONS HAVE COMMLNCED UNTIL FINAL ACCB .ANCE 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 FOP THE PUBLIC SAFETY AND FOR IdE PROTECTION OF THE SITE AND HIS PLANT AM EQUIPMENT. THE MNEP WILL
BE PROVIDED KEYS FOR ALL FENCED, SECURED Ai CAS.
1-06.13 ATTENTION TO WOFF [NEW SECTION]
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTI ION TO AM SHALL SUPERVISE THE WORK TO THE END THAT IT SHALL BE
PROSECUTED FAITHFULLY, AM WHEN HE IS NOT PERSONALLY PRESET ON THE WORK SITE, HE SHALL AT ALL REASONABLE TIMES
BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SMALL HAVE .'ULL AUTHORITY TO EXECUTE THE SAME, AM TO SUPPLY
MATERIALS, TOOLS, AM LABOR WITHOUT DELAY, AM WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE
CONTRACTOR SWILL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRLCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED
REPRESENTATIVE.
1-09 MEASUREMENT AM PAYMENI
1-09.1 MEASUREMENT OF QUANTITIES [ADDITIONAL SECTION)
THE CONTRACTOR W.— BE RESPONSYSLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOS'o OF
CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING OF OF MATERIAL ARE RECEIVED BY THE ENGINEER Al THE TIME OF
DELIVERY IN CHOEP FOR PAYMENT TO BE MADE.
V
A. BY TRUCK
PAYMENT WILL NOT BE F AE FOR DELIVERY TICKETS WHICH DO N SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE
�+ WEIGHT, TRUCK NUMBER, DATE. WEIGHMASTERS CERTIFICATION.AM INSPECTOR'S INITIALS.
,� SupUNntAI Speti Ticsti0ns (Rev 07/15/85) Pepe 15
1-09.1 CONTINUED
SCALE CERTIFICATION SNALI BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH HEIGHT STATION SMALL
MAINTAIN A RECORD OF THE TRUCK NU1ffR, TIME, DATE. AIM WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE
PROJECT. THE WEIGHT LIST SMALL BE MAINTAINED IN DUPLICATE W.:TH ONE SIGNED COPY TRANSMITTED DRILY TO THE
CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE. THE INSPECTOR SHALL
MEASURE THE ',AUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DE--VERY.
Ba @Y OTHER Mf�NS
METHOD TOR MEASUREMENT AM PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED
BY CONTRACTOR/OWNER AGREEMENT SEFCFE AWARD tF THE CONTRACT.
1-09.3 SCOPE LF PAYMENT [ADDITIONAL SECTION]
ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EPUIPMENL, OR MATERIALS, .ICLIDING INSTALLATIONS. NOT IDENTIFIED AS
BID ITEMS IN THESE SPECIFICATIONS SHALL SC INCIDENTAL TO THE PRO.�ECi. NO SEPARATE PAYMENT OF ANY KIIM WILL BE
MADE FCF THESE INCIDENTAL ITEMS.
PARTIAL PAYMENTS ON ESTIMATES MAY aE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION B, HAS
BEEN RECEIVED AIM APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NUT MEET THE REQUIREMENTS OR
SPECIFICATIONS, THE CITY MAY M4&s THE OPTION TO ACCEPT SUCH MATERIAL US WORKMANSHIP IF THE DIRECTOR OF PUBLIC
WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE C'TY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A
LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP.
PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE i . -Obr NG SCHEDULE ONLY:
COMIT_I_OM OF PIPE INSTALLEL PERCENT X BID PRICE PAID
PIPE INSTALLED APO NOT TESTED. 60.0%
PIPE INSTALLED AND TESTED. 90.0%
PIPE INSTALLED, TESTED, TIE-INS
APO SERVICES INSTALLED AM CLEAN-
UP COMPLETED. 100.01
@-01 CLEARING, QVjSSIN6, ADD ROADSIDE CLEANUP
2_-0V.P DISPOSAL OF USABIL MATEPIAL S DEBRIS [PARTIAL REPLACEMENT SECT:.
DELETE& 'THE CCNTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL
METHODS DESCRIBED BELOW."
ADD: "THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AM RULES GOVERNING THE
DISPOSAL OF DEBRIS AM CONSTRUCTION MATERIALS IN APPROVED LAND FILLS."
�-01.2111 DISPOSAL HETHOD NO. 1 - OPEN BURNING - 7ELFTE
2-01.2[21 DISPOSAL METHOD NO 2 CONTROLLEL` BURNING - DELETE
2-01.2[31 DISPO� METHOD N0. 3 - DELETE
2-01.2[A: DISp &kL METHOD No. 4 LAW FILLS [ADDITIONAL SECTION
ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AM CTHER MISCELLANEOUS MATERIAL NCT SALVAGED EY THE O*ncq OF
THe: CONTRACTOR OR DISPOSED (F BY ANOTHER APPROVE) METHOD ARE TO BE DISPOSEED OF A' A LANMFILL APPRCL'L:L AM
LICENSED BY THE APPROPRIATE GOVERNING BODY.
Pape 15 SuPtsmantat Specifications (Rev
r2-01.3[41 ROADSIDE CLEANUP - DELETE
2-01.5 PAYMENT LPARIIAL REPLACEMENT SECTION]
ti
M DELETE ITEM 4
2-02 REMOVAL OF STRICTURES AND OBSTRUCTIONS
2-02.3(31 REMOVAL OF PAVEMENT, SIDEWALKS AM CURDS
ADD:
5. WHEN AN AREA WNELE PAVEMENT FLAB BEEN REMOVED I6 TO BE OPENED TO TRAFFIC BE=ORE PAVEMENT PATCHING
HAS BEEN FINISHED, TEMPORARY NO COLD MIX ASPHALT CONCRETE PATCH SHALL BE REOL:PED. TEMPORARY COLD
MIX PATCHING SHALL BE PLACED TC A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACKFILLING AMC
COMPACTION ARE COMPLETED AND GEFORE THE ROAD I5 OPENED TO TRAFFIC.
2-02.5 PAYMENT
P
1
L., ALL COSTS HELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL BE CONSIDERS) INCIDENTAL TO AND INCLIDEC
IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM.
r
I
I.e
2-03 ROADWAY EXCAVATION /.ID EMBANKMENT
r
60 2-03.1 DESCRIPTION LPAFTIAL REPLACEMENT SECTION]
N" REPLACE PARAGRAPH 2 WITH.
V THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE. DESIGNATED AS PAY ITEMS IN THE CONTRACT.
1. HAUL
2. SLOPE ROUID:NG
3. EXCAVATION G= STRUCTURES, DITCHES AND CHANNELS.
4. REMOVAL ff UNSUITABLE MATERIALS.
5. REMOVAL OF PAVEMENT . SIDEWALKS, DRIVEWAYS, CURB AND GUTTER. EXTRUDED CURBS, AND OTHER SIMILAR
SURFACE 7APROVEMEN7S
2-03.3121 ROCK CL4 S (PARTIAL REPLACEMENT SECTION]
REPLACE PARAGRAPH 1 CONTROLLED BUSTING WITHi
C5HTROLLED BLASTING — BEFORE BLASTING MILL BE A. . ADVED THE CONTRAF.TOH MUST DEMONSTRATE TO THE
ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED
BEFORE ANY BLASTING BEGINS. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATIUN ON HOW
DRILLING, LOADING AND SHOOTINU WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED
EXPLANATION OF WHAT PRECAUTION KILL dE FOLLOWED IF BLAS77NG IN AN URBAN OR RESIDENTIAL AREA.
?-03.3I141E UNSU TI ABL ,NATION EXCAVATION (REF A&^.,EMENT SECTION}
WHEN SHOWN ON THE PUNS 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 BURIN' LOGS AND STUMPS. THE MATERIAL 514ALL BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND.
Y
MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION
EKCAVATIr4 UNLESS THE REMuVA'. MUST BE ACCOMPLISHED BY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS
Yv REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY IXGVA'TION, IN WHICH CASE MEASUREMENT AMC PAYMENT AS
"UNSUITABLE FOCND•TIOM Or :TION" ON A PER CUBIC YARD OASIS WI7.L APPLY.
Me
Ye SupLementet SPecificeti0nc LRev C7/15/651 Pepe 17
2-03.3(14IF DISPLACEMENT OF UNSUITABLE FOUNDATION MATERIALS — DELETE
2-03.5 PAYMM (PARTIAL REPLACEMENT SECTIONI
ADD TO BEGINNING OF PARAGRAPH 1L
"ALL MATERIAL UNITS COVERED IN THIS FECTION SHALL INC,U4 THE HAUL TO AND FROM THE JOB SITE AS PART OF
THEIR UNIT PRICE.
REPLACE ^ARAMIAPH 1 ITEM 1 WITHt
"WHEN THE EMINEER ORDERS EXCAVATION 2 FEET OR LISS BELOW SUBGRA➢E, UNIT CONTRACT PRICES FOR RCADWAY
EXCCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SUBG.TADE, THAT PART
BELOW THE 2—FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2-03.5(3) UNSUITABLE FOUD,A'.10H
EXCAVATION."
REPLACE TE(T OF ITEM 3 WITN;
"UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD.
WHEN THIS 010 ITEM APPEARS IN THE SCHEDULE OF "gICES. THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL
COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL.
WHEN NO BID ITEM FOR "UNSUITABLE FOUDATICN EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM
FOR FOUNDATION MATERIAL CLASS A OR CLASS 8 APPEARS IN THE SCHEDULE OF PRICES- THE PAYMENT SHALL 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 ORDERS BY THE
ENGINEER SMALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE HAVE AS PROVIDED IN SECTION 1-04.4.
REPLACE TD(T OF ITEM 7 WITHt
"ALL COST FOR EMBANKMENT CIIMFACT'ON SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED."
8-04 HAIL
2--04.5 PAYMENT [REPLACEMENT BECTIONI
ALL COSTS FOP THE HAULING OF MATERIAL TO, FROM OF ON THE JOB SITE SHALL BE CONSIDERED INCIDENTAL TO AND IM.LLDED
IN THF. UNIT CONTRACT PRICE EP OTHER UNITS OF aCW.
2-05 SLOPE T.AEATMENT
2705.5 PAYMENT (REPLACEMENT SECTION]
i�
ALL COSTS FOP SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUIED IN THE UNIT CONTRACT PRICE CF LTfER
JNITS OF WOW.
2-CB STRUCTURE EXCAVATION
2-0S.1 DESCRIPTION ISGPPLEMENTAL SECTION]
THIS KIRK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSU:TABLE MATERIALS SUCH AS PEAT, MUCK,
SWAMPY OR UNSUITABLE MATERIALS. INCLUDING BUSIED LOGS AID STUMPS.
2-08.3111C REMOVAL OF UIfI ABLE BASF MATERIAL (PARTIAL REPLACEMENT SECTION'
REPLACE PARAGRAPH 2 WITHI
GRAVEL EACKFILL FOP FOUNDATION MATFRIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING THE
REDUIRENENTS OF SECTION 9--30.78 FOE. GRADATION AHD QUALITY.
?ale MS SupLepntat Specifications (Rev C7/15/B5i
' 2-C9.3[11C CISPCSAL OF EXCAVATED MATEPTAL rPAPT•AL REPLACE 'NT SECTION]
REPLACE THE SECOND AND THIRC PARAGRAPHS WITH:
THE UNIT CONTRACT PRICE FOR '7PUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING AND
HAULING THE MATERIALS.
2 09.4 MEASUREMENT [PARTIAL REPLACEMENT SECTION]
MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT.
HORIZCNTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN. 50 INCHES IN SPAN, STRUCTURAL PLATE
PIPE, AID UNDERPASS SHALL BE 1.5 FEET.
LCWEP LIMITS FOP PIPE, THE BOTTOM OUTSIDE OF THE PIPE, OR THE BCTTOM OF THE REQUIRED BEOCING MATERIAL WILL SERVE
AS THE LEWIS LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHEP LIMIT WHEN EXCAVATION MUST BE MADE
CELOW GRADE,
DELETE THE LAST TWO PARAGRAPHS.
2-09.5 PAYMENT [REPLACEMENT SECTION]
WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNEP WILL PAY AS FOLLOWS:
1. "STRUCTURE EXCAVATION CLASS A,"PEP. CUBIC YARD.
2. "STRUCTURE EXCAVATION CLASS B,"PEP CUBIC YARD.
THE UNIT CONTRACT PRICE PER CUBIC YARD FCR THE BID ITEMS LISTEC ABOVE SHALL BE TULL PAY FOR ALL LABOR,
MATERIALS, TOOLS, EQUIPMENT, AND PUMPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO
EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC YARD FOR "STRUCTURE
EXCAVATION CLASS A OR B" S;iALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE
ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL E'CAVATED FROM BELLOW THE REOUIRED ELEVATIONS.
IN THIS CASE. THE CONTRACTOR, AT HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OF OTHER
MATERIAL THE ENGINEER APPROVES.
Wf*N "STRUCTURE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AND ALL HAUL
AND DIGPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRED
TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CORGIDrAED INCIDENTAL TO THE
PRICE PAID FOR THAT PIPE. CULVERT OP CONDUIT AM NO ADDITICNU. PAYMENT SHALL BE MADE.
5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SLIM.
THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EOUIPMENT NEEDED TO
BUILJ. CEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING, CRIBS, COFFERDAMS OR CAISSONS.
IF THE ENGINEER REQUIRES SHORING. CRIBS, COFFERDAMS. OR CAISSONS WHEN THE CONTRACT PROVIDES NO BID
ITEM FOP SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE
CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION
SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUM PRICE AND NO MORE WHEN THE EX-"A 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.
S. "GRAVEL ELACKFILLIKIND)." PER TON,
THE UNIT CONTRACT PRICE PER TON FOP THE KIND AND CLASS OF GRAVEL ELACKFILL. USED SHALL 9E FULL PAY FOR
ALL LABOR, MATERIAL, TOOLS, ..ND EQUIPMENT UEED.
M
SUPLementei Specifications [Rev 12/02/851 Fepe '9
to
r.
z-0B.s LroNrINUEo
7. "FOUNDATION MATERIAL CLASS A OR CLASS r. PER TON.
IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PUNS TO REMOVE OF"TABIE, OR UNUSABLE, OR UNSUITABLE
MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL. AM EQUIPMENT REQUIRED TO EXCAVATE,
LOAD, MAUL, AM DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CLASS A
OR CLASS B SHALL BE PAID IN THE BID ITEM "FOLNOATION MATERIAL CLASS A OR CLASS B"(SECTION 5-03.12(11),
PER TON AND NO ADDITIONAL PAYWNT SNAL'. SE MADE.
2-11 TRIMMING AND CLEANUP
2-11.3 CONSTRUCTION RF&IREMENTS [ADDITIONAL SECTIDP]
ADD TO PARAGRAPH 11
7. REMOVE TREES, SMOGS. DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHEP
UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING.
S. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER.
B. FIL'. HOLES APO SMOOTH AND CONTOUR THE GROUND.
10. SHAPE THE ENDS OF CUTS AM rILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE.
11. OBLITERATE ABANDONED ROADS APO RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS.
5-04 ASPHALT COICAM PAVEMOR
5-94.5 PAYMENT (PARTIAL REP ACEMENT SEC1I0N1
ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, S 14 REMOVING TEMPORARY STRIPING SHALL BE
CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS (F WORK.-
5-r CEffNT CONCRETE PAVEMENT
2-0§ F PAYME_N1, 'PTIAL REPLACEMENT SECTION)
REPLACE ITEM 7 WITHM
7. "MMEN7 CONCRETE DRIVEWAY", PER SQUARE YARD
7-01 DRAINS
7-0'.4 MEASUREMENT (ADDITIONAL SECTION,)
ADD TO PARAGRAPH 21
"WHEN THE CONTRACT DOES NOI IHC!UDE STRUCTURE EXCAVATION CLASS B' AND 'STRUCTURE EXCAVATION CLASS B INCLUDING
HAUL' AS A PAY :TEN ALL COSTS ASSOCIATED WITH THESE ITr7MS SMALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS."
7-02 CULVERTS
7-02.P MATERIALS (ADDITIONAL SECTION;
ADI TC PARAGRAPH It _
PVC PIPE "S.12
1 PVC PIPET WHERE FLAIN OR REINFORCED CONCRETE, STEEL. OR AL.LNINUIM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE
UNDEAMOD THAT REFERENCE IS ALSO MADE TO PVC.
Page 20 SUPLesnteL Speti Ylteticne (Rev 07/�5/851
7�.3(t1C PUC:NG VVC PIPE [ADUIT?GRAN 6ECTION7
IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(11 PVC PIPE SHALL BE LAID BEGINNING AT THE LOWER END,
WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USEC AS THE BEDDING MATERIAL AND EXTEND FROM b" BELOW THE BOTTLM
OF THE PIPE TO S" ABOVE TAE TOP OF THE PIPE. WHEN IT I6 NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT
A RUBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE POINT OF CONNECTION.
7-02.4 MEASUREMENT [PARTIAL REPLACEMENT SEC 'ON]
DELETE LAST PARAGRAPH
7-C2.5 PAVWENT [PARTIAL REPLACEMEM SECrIDN
DELETE ITEMS 1 THRO"' 2C AID ALPLACE W:TH,
1. Store drain pipe per L.F.
2. " " x Corrugated SteeL Arch, Pipe per L.F,
3. " " A Corrugated ALPminum Arch Pipe per L.F.
4. "Concrete CLass C' per C.Y.
5. " " Diameter Flared Enc Section Per Ea.
DELETE PARAGRAPHS 5 S 7
7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND L94DERPASS
7-03.4 MEASUREMENT (PARTIAL REPLACEMENT ', CTION
Paragraph 5t REPLACE "SECTION 2-09.4" WITH 'TION 2-09.5
7-03.5 PAYMENT [PARTIAL REPLACEMENT L:CT:C!tl
"•" DELETE ITd1S 11, 12 and 13
REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLANS A OR CLASS B
SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09.
7-04 STORM SEWER
7-04.2 MATERIAL6 [5UPPLEMENTAL SECTIONI
ADD: PVC SEINER PIPE 9-05.12
7-04.3[116 PIPE BEDDING (SUPPLEMENTAL S, C7 ON
ADD:
PIPE BEDDING FOR PVC SEVER PIPE SMALL CONSIST OF PEA GRAVEL. IT E14ALL BE PLACED TL A DEPTH OF S" OV:P
AND S" UNDER THE EXTERIOR WALLS OF THE PIPE.
7-04.3[2)A SURVE• LINE AND GRACE [PARTIAL REPLACEMENT SECT ON
REPLACE PARAGRAPH 1t WITH:
SURVEY LINE AND GRADE WILL BE PROVIDED BY THE ENGINEEP OR CONTRACTOR IN A MANNER CONSISTENT WITH
ACCEPT® PRACTICES AND THESE SPECIFICATIONS,
Y
,". Pepe 21
CwPLamantst p :ificstions (Ra. 07/15/B5)
t
77 4,3131 BACKFILLING STOW SEWER TPENChcS (SUPPLEMENTAL SECTION,,
ADD TO PARAGRAPH 3t
PVC PIPE SHALL BE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1j 8 PRIOR TO
BACY-FILL146 THE REMAINDER OF THE TRENCH,
7-04.4 MEASUREhENT (PARTIAL REPLACEMENT SECTIDNI
REPLACE PARAGRAPH 4 WITHt
EXCAVATION OF THE STOW SEWER TRENCH WILL BE MEASUMED AS STRUCTURE EXCAVATION CLi.SS 6 OR STRUCTURE
EXCAVATION CLASS H INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09.
7:94.5 PAYMENT [PARTIAL REPLACEMENT SECTION(
DELETE ITEMS 1 THROUGH 8 AND REPLACE WITAt
1. _• Store saver pips, per L.F.
2. Cancrets Class C, per C.Y.
WHET. NO DID I7134 "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THFi SCHEDULE OF PRICES, PIPE HERDING AS SHOWN
IN THE STANDARD PLANS SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYN'M SHALL BE MADE.
REPLACE PARAGRAPH 3 WITH:
TESTING CF STOW SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLLOED IN THE
U.-r CONTRACT PRICES FOR OTHER ITEMS.
7-05 MANGLES. GRATE INLETS, DROP INLETS, AND CATCH BASING
7-05.3[11 ADJUSTING MANHOLES AND CATCH BASINS TO GRADE [SUPPLEMENTAL SECTION;
ADDS
IN UNPAVED STPEETSt MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH '-'RUSHED
ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES HELD► THE SUBGRADE At,
CCVEFED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES SHALT. BE CUT OFF AND COVERED IN A SIMILAR
MANNER, THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH NVNHOLE 60 THAT THEY MAY BE EASILY FOUND UPON
COMPLETION OF THE STREET WORK.
AFTER PLATING THE GRAVEL OR CRUSHED STONE SU'FACING, THE MANHOLES AND MANHOLE CASTINGS SHALL BE
CONSTRUCTED TO THE FINISHED GRACE OF THE RCADWAY SURFACE, EXCAVATION NECESSARY FOR BRINGING MANHOLES
TO GRADE SHALL CENTER ABOUT THE MANHOLE AM BE HELD TO THE MINIMUM AREA NECEE7ARY. AT THE COMPLETION
OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLEO WITH MATERIALS WHICH RESULT
IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THORDMIC Y COMPACTED. WHERE
BITUMINOUS SURFACE TREATX-:KT IS TO BE PLACED, THE MANHOLE CASTINGS SHALT BE STALLED FROM 1/-. INCH TO
ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER NAY DIRECT.
IN CEMENT CONCRETE PAVEMENT MANHOLES. CATCH BASINS AND SIMILAR STRUCTURES SMALL BE CONSTRUCTED AND
ADJUSTED IN THE SAME MANNER AS OLTI•NED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE MADE AND CAST
IRON FRAME BE SEI AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING YHE CONCRETE PAVEMENT. EXTREME
CARE SHALL BE TAKEN NOT TO ALTER THE POSITION UP THE CASTING IN ANY WAY.
jN AP-FAI- CUNCRETE PAVEMENT MANHOLES SMALL NUT BE ADJUSTED UNTIL THE PAVEMENT I6 COMPLETED, AT WHICH
TIME Thn CENTER OF EACH MAH OLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED FY
THE - TRACTOR. THE PAVEMENT SHALL BE CUT iN A PESTRICTED AREA. AND BASE MATERIAL BE REMOVED TC PEPMIT
REMOVAL OF THE COVER. THE MANHOLE SHALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF
CONSTRUCTION AS FOR THE MANHOLE ITSELF.
Pape 22 Suptenntat Spetificatlona (Rev 07/15/851
7-05.3'11 CONTINUED
THE CAST IRON FRAME SHALL BE PLACED ON )HE CONCRETE BLOCv:S AID WEDGED LP TO THE DESIRED GRADE, THE
ASPHALT CONCRETE PAVEMENT SHALL BE CUT AID REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE
EQUAL TC THE OUTSIDE DIAMETER OF THE CAST IR.'ON FRAME PLUS TWO FEE . THE BASE MATERIALS AND CRUSHED
ROCK SHALL BE REMOVED AM CLASS 6(3/41 CONCRETE SHALL BE PLA.:.EZ SO THAT THE ENTIRE VOLUME OF THE
EXCAVATION IS REPLACED UP TC WITHIN BUT NOT TO EXCEED 1 1/1' IVJMES OF THE FINISHED PAVEMENT SURFACE.
ON THE FOLLOWING DAY THE CONCRETE , THE Ia.GE OF 7ME ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF
THE CASTING SMALL BE PAINTED WITH HPI ASPHALT CEMENT. ASPHALT CONCRETE SHAL'. THEN BE PLACED AND
COMPACTED WITH HAND TAMPERS AM A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT
CONCRETE PAVEMENT, CLASS B INCLUDING PAVING ASPHALT PER TOM'. THE COMPLETE PATCH SHALL MATCH THE
EXISTING PAVED SURFACE FOR TEXTURE, DENSITY. AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AM
THE EXISTING PA,&AENT SMALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHLT EMULSION AHD
SHALL BE IMMED"ATELY 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 ANC GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS TC BE
ADJUSTED TO GRADE WILL BE 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 FOP MANHOLES, ON
ASPHALT CONCRETE PAVING PROJECTS USING CURB AM GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME
NOT EMBEDDED IN THE :.97TER SECTION SHALL BE SOLIDLY EMEEDOED IN CONCRETE ALSO. THE CONCRETE SHALL
EXTEND A MINIMUM OF SIX .'NICHES BEYOND THE EDGE f F THE CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE
TOP OF THE FRAME BO TeAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT TD:C i:AST IRON
FRAME. THE EXISTING CONCRETE PAVEMENT AM EDGE OF THE CASTING SMALL BE PAINTED WITH HUT ASPHALT
CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME
MATERIAL AS THAT REQUIRED FOR NEW NLETS. THE IK'SIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED.
MONLNENTS AND CAST IRON FRAME AM COVER MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TC GRADE IH
THE SAME MANNER AS FOR MANHOLES.
VALVE BOX CASTINGS ADJUSTMENTS OF VALVE BXDX CASTINGS SHILL BE MADE IN THE SAME MANNER AS FOR MANHOLES.
7-05.4 MWURENENT [PARTIAL TEFLACEMERT SECTIONI
REPLACE PARt,�APH 1 WITH:
NANn' 'O CATCH BASINS WILL BE MEASURED PEP EACH FOP THE FIRST 10' AS 4EASURFD FROM FINISHED ATM
ELF DEPTH GREATER THAN 10' WILL BE PAID AS EXTRA CEPTH MANHOLES _", OR EXTRA DEPTH CATCH
SA: "I PER VERTICAL FOOT .
REPLACE PA"AG ITHI
STRUC. .c EXCAVATION CLASS B AND STRICTURE EXCAVATION CLASS B. INCLUDING HAUL WILL BE MEASURED AS
SPECIFIED IN SECTION 2-09.
7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION]
DELETE ITaZ 1 THROUGH 10 AND REPLACE WITH:
1. "Standert' Mrnhc Lse__". Per each
2. "Extra Depth Manho Kss, __", per V.F.
3. "Catch Basin Type_,_", p,.r awn
4. ":etch Basin Type_._—_", without catch, per each
S. "Extra Depth Catch Basin", per Y.F.
6. "Adjust Msnho Lu", per each
7. "Adjust Cs LCh Oss!n". per sack
6. 'Adjust Va,vas", per each
S. "Adjust Monuments", per each
.- DELETE PARAGRAPH 4
SupleaentaL Specifications (RWv 07/14/6'61 Peg* 23
1988 Sanitar� Sewer Rehabil. S-456 2
7-09 PIPE AND FITTINGS FOR WATER MAINS
7-00.2 MAIE. _ALS [PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITHt
MATERIALS SHALT. WEFT THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
Pipe 9-30.1
Ducti Le Iron Pipn 8-30.1A
Fitting 9-30.2
Ducti Ls Iron Pipe 9-30.2A
Pl,sstiu Fi is Wrap I-30.0
Tracer Tope 9-30.9
7-10 TTEICH EXC. BEDDING, AND BACKFILL FOR WATER MAINS
7-1" '11071B EXTRA EXCAVATION [PARTIAL REPLACEMENT SECTION]
REPLACE PARAGRAPH 4 WITHM
MEASAEMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON.
7 1q 51021 REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION [PARTIAL REPLACEMENT SECTION] - DELETE
7-10,51031 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SE ON
REPLACE PARAGRAPH 1 WITHt
PAYMENT FDA -REMOVAL AND REPLACEMENT OF USUITABLE MATEAIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER 810
ITM AID NO FURTHER COMPENSATION 'TILL BE NAPE.
7-10,51041 SAW RUN GRAVEL FOR TRENCH SACKFILL [PARTIAL REPLACEMENT _C_D_ Nj
REPLACE PARAGRAPH 1 WITHi
PAYMENT WILL B6 RUDE AT THE UNIT CONTRACT PRICE PER TON FOR "BANG RUN GRAVEL FOR TRENCH BACKFILL" WHICH
PRICE SMALL BE FULL COMPENSATION FOR EXCAVATING. FURNISHING. HAULING, PLACING AND COMPACTING THE MATERIAL IN
THE TRENCH. ALSO INCLLDEC IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL
EXCAVATED FFAM THE TRENCH.
7-10 51051 FOUNDATION MATERIAL (ADDITIONAL SECTION)
PAYMENT WILL BE MADE AT TAE UNIT CONTRACT PRICE PER TON FOP *FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL
COMPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACi NG KITH THE APPROPPIATE
FOUNDATION MATERIAL PER SECTION 8-30.7B[il
7-i1 PIPE INSTALLATION FOR WATER WAINi
7-11 R1 LAYING DUCTILE IRON PIPE WITH rDLYFtr"L[4E ENCASEIIENT [SUPPLEMENTAL SECTIOhl ~
THE POLYETHYLENE ENCASEMENT SMALL ALSO BL INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS,
FITTINGS. AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105. `
7-11.3(091A CONNECT IONS TO EXISTI N9_MAIN$ [PARTIAL REPLACEMENT SECTION]
ADD TO BEGINNING OF PARAGRAPH 2t
CITY FOFCES WILL MAKE ALL CONNECTIONS TO EXISTING MAINS. THE CONTTACTCR WILL PROVIDE ALL PARTS A.ID BE
RESPCISIBLE FOR EXCAVATING AM BACKFILLING THE TF10CH.
Page 24 Suptsosntal Specifications (Nov 07/15/0)
7-11 3HOBIA CONTINLED
IF FOR WHATEVER REASON THE ENGINEER DECIDES THAT CITY FORCES MILL N07 MAKE THE CONNECTION TO THE IXISTINC• MAIN
THE CONTRACTOR WILL MAKE THE CONNECTION UNDER THE SUPERVISION OF THE ENGINEER AND PROCEED AS FOLLOWSW
DELETE PARAGRAPH 7
7-11 31111 HYDROSTATm PRESS RE TEST IREPLACERENT SECTIONI
ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO ISO PSI IN IXCESS OF
r- THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI, ALL PUMPS,
` GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR
PERFORMING THE TEST SHALL BE FURNISHED AlO OPERATED BY THE CONTRACTOR, THE PIPELINE TRENCH SHALL BE BACKFILLEO r SUFFICIENTLY TO PREVENT MOVEMENT OF Tr(E PIPE URGER PRESSURE, ALL THRUST BLOCKS SHALL BE IN PLACE AND
1 SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE
�+ CONTRACTCR SHALL FURNISH APO INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING,
THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE
ESCAPE SF AIR AND/OR ALLOW THE LINING IF THE PIPE TO ABSORB WATER, THE OWNER WILL FURNISH THE INTER NECESSARY
TO FILL THE PIPELINES FDA TESTING PURPOSES AT A TIME UM DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE
CFOR NORMAL SYSTEM OPERATION,
ALLOWABLE LEAKAGE PER 1Qp0 FT. OF PIPELINE• - GPH
GNominal ors Dl4matlr - In h@6
6 8 10 12 16 20 24
A P 450 0.95 1.27 1.59 1.01 2.55 3.16 3.82
V T R 400 0.90 1.20 1.50 1.80 2„40 3.D0 3.60
E E E P 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37
R S S 5 275 0.75 1.00 1.24 1.49 1.09 2.48 2.99
H� A T 6 1 250 0.71 0.95 1.19 1.42 1.90 2.37 2.95
G U 225 0.66 0.90 1.13 1.35 1.BD 2.25 2.70
E R 200 0.64 0.85 1.06 1.26 1.70 2.12 2.55
w E
r •IF THE PIPELINE UNDER TEST CONTAINS SECTIONS SF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE
WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OR PRESSURES
NOT LISTED BY THE FORMULA STATED IN SECTION 74.201 OF THE STANDARD SPECIFICATIONS,
GAUGES USED IN THE TEST MAY BE .REQUIRED TO BE CERTIFIED FOR ACCURACY AT A 1ABORATCRY 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. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS
SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN DLPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN PET.". Ttif -
ALL TESTS SHALL BE MADE WITH THE HYDRANT AUKILIARY GATE VALVES OPEN AM PRESSURE AGAINST THE HYDRANT VALVE.
AFTER THE TE ' HAS BEEN COMPLETED, EACH GATE VALVE SHALL 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 PC PRESSURE ON
THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEIK'_ CHECK®, THE CONTRACTOR SMALL VERIFY THAT THE
PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE.
SECTIONS 70 BE TESTED SHALL NORMALLY 1E LIMITED TO 1,500 FEET. THE OWNER MAY REOUIRE THAT THE FIRST SECTION OF
PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTR<CTOA,S CREWS, BE TESTED IN ORDER TO
QUALIFY THE CREW AND/OR THE MATERIAL, PIPE LAYING SHALL NOT BE MN71NUM MORE THAN AN ADDITIONAL 1.ODD FEET
` UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY,
SUPL#ra♦nt41 SPmc1flPmt Jobs (RAY 07/15/653
` Page 25
7-11.31111 COHT'NUED
PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST. THE CONTRACTOR SMALL HAVE ALL EQUIPMENT SET UP
COMPLETELY READY FOP OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE TINT THE PIPE IS IN A
SATISFACTORY CONDITION.
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE -PELLED COMPLETELY FROM THE PIPE, VALVES AND
HYDRWt S. IF PERMANENT AIR VENTS ARE NUT LOCATED AT ALL HIGH POINTS. THE CONTRACTOR SHALL 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 COCKS SMALL. BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE
PRESSURE TEST, THE CORPORATION COCKS SMALL BE REMOVED AND PLUGGED.
THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN LP THE REQUIRED PRESSURE{ STRIP THE PUMP FOR A MINIMUM OF 15
MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE
AGAIN. DURING THE TEST, THE SECTION BEING TESTED SMALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN
CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP HATER
SHALL E STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION LF 60 MG/L.
THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESFURE SMALL E 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, 21 BY PLMFING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SHEEP UNIT HAND REGISTERING ONE
GALLON PLR EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER.
ACCEPTABILITY Cf THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLowi
1. THE QUANTITY OF NATtT LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LIST® IN THE
FOLLOWING TABLE.
2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DUPING TiiE TEST PTOi RI.
7-11 31121 DECHLDRINATION ISLPPLENFM.TAL SECTION)
DEDHLORINATION OF ALL WATER USED FOR DISINFECTION SMALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITYS STANDARD
DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM
DRAINAGE SYSTEM OR ANY WATERWAY.
7-11 3(13' CONCRETE THRUST BLOCKING (REPLACEMENT SECTIONI
PROVIDE CONCRETE BLOCKING AT All FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD
DETAIL FOP GENERAL BLOCKING HEREIN AND THE APWA STANDARD DETAILS FOP VERTICAL BLOCKS. ALL FITTINGS 'C BE
BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL RE PROPERLY FORMED WITH
PLYWOOD OR OTHER ACCEFTASLE FORMING MATERIALS AND SMALL NOT BE POURED ARDUND JOINTS. THE FORMS SHALL BE
STRIPPED PRIOR TO BACKFILL.ING. SNAO:LE RODS, WHERE REQUIRED, SHALL BE. INSTALLED WITH THE USE OF SHACKLE LUGS.
ALL SHACKLE PODS SHALL E GALVANIZED OR COATED WITH TWO COATS OF ASPHALT VARNISH.
7-UB VALVES FOR WATER MAIZE
2 MATERIALS ISUPPLEMEN'TAL SECTION)
VALVES SHALL BE DESIGNED FUR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL E IONA LIST 14,
MUELLER COFAM' No. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M i H.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL E DETAINED PRIOR TO BID OPENING.
Pu0e 26 SupLawnt@L SpK IT1c8t1On6 IRGV O7/15i B51.
7 1j.2 CONTINUED
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS
REOUIPED. ALL 12" DIAMETER APO LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE HATER STANDARD DETAIL FOR
12" GATE VALVE ASSEMBLY VAULT APO 1" BYPASS INSTALLATION.
7-14 HYDRANTS
7-14,31011 SETTING HYDRANTS [ADDITIONAL SECTION]
HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS CS00-77, SECTIONS 3.7 AMC 3.6.1 AMC THE WATER
STANDARD DETAILS. HYDRANT RANT AND GUANO POSTS SHALL BE PAINT® IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON
COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTCN SPECIFICATIONS AM GUARD
POSTS PAINTED WHITE. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS
TO 6". B" and 1D" PIPING IN TRENCHES 3 - 1/2 FEFT DEEP UNLESS OTHERWISE SPECIFIED, THE HYDRANT SMALL BE
DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN.
7-14.31021 HYDRANT LONNECTION5 [ADDITIONAL SECTION)
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (NU X FLI, 6" GATE VALVE (FL X MA, 6' C.I. SPOOL [PE X PEI 5"
M.V.O. FIRE HYDRANT (NJ CONNECTION), B" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSOPIES AMC
TWC CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13.
7-14.3(03] RESETTING EXISTING HYDRANTS [PARTIAL REPLACEMENT SECTION)
L.
REPLACE PARAGRAPH 2 WITH:
►" THE METHOD OF HARNESSING THE HYDRANT SHALL BE DETEWINED ITY THE CONDITIONS FOUND IN THE
FIELD AND SHALL BE RESHACKLED AND REBLOCKED AS DIRECTED BY THE ENGINEER.
Pe 7-14,51011 HYDRANT ASSEMBLY [SUPPLEMENTAL SECTION]
i
Yr THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" SHALL BE THE SAME AS "HYDRANT ASSEMBLY" EXCEPT
THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT
1" PRICE FOR "HYDRANT ASSEMBLY COMPLETE*.
N
v
7-14.5(021 RESETTING EXISTING HYDRANTS i5LFPLEMENTAL BECTIONI
f
BLOCKING SHALL ALSO LE 'NCLL7ED AS AN INCIDENTAL ITEM TO "RESETTING EXISTING HYDRANTS".
7-14.5[03] MOVING EXISTING HYDRANTS [SUPPLEMEKTAL 7ECTIOHI
BLOCKING SHALL ALSO BE INCLUDED AS AN INCIDENTAL ITEM TO "MOVING EXISTING HYDRANTS"
7-15 SERVICE CONNECTIONS
7 15.3 CO.4STPVCTION DETAILS LREPLACEMENT :ECT ON
REPLACE 1ct SENTENCE PARAGRAPH 5 WITH:
PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER,
GALVANIZED OR DUCTILE IRON PIPE.
.e
SERVICE LINE CONNECTION TO THE NEW. MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND HEREIN AS
APPLICALBE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TC BE
r
CONNECTED.
r
r Suplex,ental Spaciricstiuna (Rev 07/15/651 Pape 27
7-15.a CONTI m
THE CONTRACTCR WILL DIRECT TAP MAIN FOR V4• SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOP
3/4" SERVICES.
TYPE It CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE. THREE PART UNION COUPLINGS.
TYPE Ili WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE
PROPERTY LINE. (METERS SHALL BE LOCATED ON PLANTER STRIP BETWEEN SIDEWALK AND CURB).
TYPE IIIt WIRE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE
WITH A METER BOO( (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN
PLACE OF THE MEZEP.
7-17 SAXTARY SEWERS
7-17.2 NATERIAL_ PAFTIAL REPLACEMENT SECTION
IN PARAGRAPH 1 OELETEt A B S COMPOSITE, ASBESTOS BODED CORRUGATED STEEL
IN PARAGRAPH 4 OELETEt A B S COMPOSITE SEWER PIPE S-05.14
7-17.31411 TELEVISION INSFECTION OSLFPLMEMTAL SECTION)
ONCE THE TEIFVISIUN INSPECTION HAS BEEN COMPLETED THE CON-RACTOP S"A:'. SUBMIT TO THE ENGINEER THE WRITTEN
REPORTS OF THE INSPECTION PLATS THE VIDEO TAPES. SAID VIDEO 1AP0 10 BL IN COLOR AtD.CONFATIBLE WITH THE
CITY'S VIEWING AND RECONDIMG EYSTb1S.TNE CITY P6 & ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES, THE TAPES WILL BE
RUN AT STANDARD EFEED SP (1 5/16 I.P.S.).
7-17.4 MFASURE'MENT tPARTIAL REPLACEMENT SECTIONI
REPLACE PARAGRAPH 4 WITHt
EXCAVATION OF THE SEWER TRENCH WILL BE MEASL'REP THE SAME AS STRUCTURE EXCAVATION CLASS B AS
SPECIFIED IN SECTION 2-OS
7-17.5 PAYMENT /PARTIAL REPLACEMENT SECTIONI
REPLACE ITEM 1 THROUGH a PARAGRAPH 1 WITH&
1. _-•__Ssnttary Ssaer Pips", Per Linear Foot
2. • •s •Tara" Per Each
3. "T.V. Inspection" Par Lump Sus
REPLACE PARAGRAPH 2 WITHt 4
THE UNIT CONTRACT PRICE PER LINEAR FOOT FOP SEWER PIPE OF ThL KIND AMC SIZE SPECIFIED SHALL
BE FULL COMPENSATION FOR FURNISHING, MAULING AND ASSEMBLING IN PLACE THE COMIPLFTED
INSTALLATION INCLUDING ALL SPECIAL FITTINGS, JOINT MATERIALS, TESTING PEP SECTION 7-17.3[4) .�
A'D ADJUST ENT OF INVERTS TO MANHOLES FOR THE COMPLETION OF THE INSTALLATION TO THE
REQUIRED LINES AID GRADES.
DELETE PARAGRAPHS 3 and 4
Pogo 2B SuptomrtaL Spa tcations [Rao C7115/851
B-OA CURBS,GIITTER, SPILLAYS AND INLETS
1
8-04,3111 CEMENT CONCPM CUP85, GUTTERS Alf SPILLWAYS fPARTIAL REPLACEMENT SECTION)
r
L REPLACE PARAGRAPH 1 WITH:
( y CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED
em
CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO THE REDUIREMENTS OF SECTION 5-02.
1
1., IN PARAGRAPH B. LAST SENTENCE DELETE; "CLASS S"
w
B-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
B-C7.1 OESCRIPTION (REPLACEMENT SECTION)
' THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB APO BLOCK TRAFFIC CURB OF THE DESIGN AM TYPE
SPECIFIED IN THE PLANS, THE CURB WILL BE INSTALLS IN ACCORDANCE WITH THESE SPECIFICATIONS AMD PER THE CITY LF
RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER.
8-07.5 PAYMENT (REPLACEMENT BECTIONI
PAYMENT SMALL BE MADE BY THE FOLLOWING:
11) "Precast Traffic Curb -vpe A" per Lin, ft.
(2) "Precast Traffic Curt), Type C" par Lin, ft.
[3) "Block Traffic Curb, Type A" per tin, ft.
(4) "Stock Traffic Curb, Type C" per Lin. ft.
B-08 PLASTIC TRAFFIC SUTTOi6
0-OB.1 DESCRIPTION (REPLACEMENT SECTION1
ThE CONTRACTOR SHALL FURN.RH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR
WHERE DIREECTED BY THE ENGINEER.
8-08.2 MATERIALS (SUPPLEMENTAL SECTION]
THE PLASTIC TRAFFIC SLITTONS SMALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS B-08 and 9-20.
8-0S,3 CCNSTPUCT OI N REOUIPEMENTS tSPPLFMENTAL S CTION
THE PLASTIC TRAFFIC BUTTONS Stu BE ATTACHED TC THE PAVEMENT BY ONE OF THE FOLLOWINGt
1. P,scing Tack Coat of Hot Peeing Asphat. on Pavement Su,facm end firsty pressing the button onto it,
2, Ptecing Adnealve (epoxy) on pavement surface and pressing the button onto it.
8-08.4 MEASUREMENT [REPLACEMENT SECTION)
MEASUREMENT WILL BE BY THE UNIT, COMPLETE IN PLACE.
B-OB.5 PAYMENT (REPLACEMENT SECTION)
. PAYMENT SHALL BE BY THE FOLLOWING;
11 "10" PLestic Tref'ic Button, color,_" per so,
Suptemental bpecifications [Rev 07/15/95) Page 2L
l:R._ LAIE NAMX
"9.4 MEAUREMENT lREPLACEMENT SECTION]
MEASUREMENT WILL IE LANE MAMER, TYPE I end TYPc 11 BY THE UNIT CONPLETE IN PLACE.
B-09.5 PAYMENT (REPLACEMENT SECTION]
PAYMENT SHALL BE 8Y THE FOLL.DWINGi
(11i "4" LANE LINE MARKER, TYPE I, White" Per Estes
12) "4" LANE LINE MARKER, TYPE II, COLOR(S)" Per Fach
"3 IQNMEFT CASES
8-13.3 CONSTRUCTION REOUIREHENTS (PARTIAL PEP CEMENT SEC71ONI
REPLACE PARAGRAPH 4
THE MONUMENT WILL IE FURNISHED AND SET BY THE CONTRACTOR CINDER THE DIRECT SLPERVISIDN OF THE CI'.IES SURVEYOR.
8-13 5 PAYMENT ISLPPLEMENTAL SECTION]
THE M.ONIMENT WILL ALSO BF SUPPLIED ,'.ID PLACED AS PART OF eHM"ENT CASE AND COVER" AND ALL =RL IN SUPPLYING
iAIO MONL14ENT SHALL RE Io rO( IFYS LTG,:.
9.14 CE91E1T COICRF'.TE STDE%ALKS
E14.2 MATERIALS [P6ffjAL REPLACEM}M SECT .j
DELETE PARAGRAPH 2
8-14.3[41 CURING ]PARTIAL F6'LACFffj �tQ1
REPLACE PARAGRAPH 1 WITH]
THE Cn CRETE SIDEWALK SHALL BE CURED FOR AT LEAST 72 HOUR. AS SPECIFIED IN 5-05.3(1318 OF AS APPROVED BY
THE ENGINEER. DURING THE CORING PERIOD, ALL TRAFFIL, BOTH PEDES`:RIAN AND VEHICULAR, SHALL BE EXCLUDED.
VEHICULAR TRAFFIC SHALL BE E(CLLDED FOR SUCH ADDITIONAL TIME AS THE ENCINEEP MAY DIRECT.
9-15 PTPRAP
&-15.4 MEASUPE)tENT (PARTIAL PFP ACEMENr SCCTTn141
REPLACE PARAGRAPH 2 WITHL
EKED PLACED RIF RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED.
REPLACE PARAGRAPH 3 WITH:
FILTEP BLANKET WILL BE MEASURED BY THE TCN FOR MATERIAL ACTUALLY PLACED AND ACCEPTED.
Q-15 t PAYMENT IPAEIIAL REPLACEMENT SECTION)
PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITHL
3. -Hand Platad Rip Rap". per Ton
7. •Filter 9Lanket" Per Ton
Pace 30 SuPLeerntaL Specifications (Rev 07/15/851
8-15.5 CONT4NUED
REPLACE PARAGRAPH 3 WITH:
THE UNIT CONTRACT PRICE PER TON FOR "FILTER BLANKET' SHALL BE FULL COMPENSATION FOR ALL COSTS IN
CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET.
9-20 ILLUMINATION, TRAFFIC SIWMI FYVT948 Aft ELECTRICAL
6-20 3I2] EXCAVATING AND BACKFILLIN" IREPLercMENT SECTION]
THE CONTRACTOR SMALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AM'' TC THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED
ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE
APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS.
TRENCHING FOR CONDUIT RUNS SHALL BE DONE IN A NEAT MANNER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM
GRADE. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL RATERIAI USED FOR FILL
AROUND AND uVER THIS CONDUIT SYSTEM SMALL 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 SHALL CONSIST OF MATERIAL AS INDICATED IN
THE SPECIAL PPOVISIONL AND SCHEDULE OF PRICES. THE SOURCE A1O QUALITY ff THE MATERIAL SMALL BE SUBJECT TO
APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM
THE EXCAVATION AND SMALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH
PROVE NECESSARY FOP THE COMPLETION EF THIS PROJECT.
THE MINIMUM WIDTH FOP THE TRENCH NEEDED WILL BE AT THE OPTION SP TINE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE
OF SUFFICIENT SIZE SO THAT ALL SP THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE
MAINTAINING THE MINIMUM rOVER.
0-20.,3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATION'- FOR AND TO THE DIMENSIONS SPECIFIED
IN TABLE 1 BELOW. THE ANCHOR BOLTS SMALL MATCH THAT OF THE DEVICE TO BE INSTALLED THEREON.
ALL EXCESS MATERIALS ARE TC BE RE NOVED FROM THE FOUDATION CONSTRUCTION SITE AND DISPOSED OF AT THE
CONTRACTOR'S EXPENSE.
CONCRETE SMALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR
SHALL BLOCK-OUT AROUND ANY OTH14 UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SC THAT THE CONCRETE WILL
NCT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SHALL BE TROWELED, BRUSHED, EDGED AND FINISHED IN A
WORKMANSHIP-LIKE MANNER. CONCRETE SMALL SP PROMPTLY CLEANED FROM THE EXPOSED PORTION LF THE ANCHOR BOLTS AND
CONDUIT AFTER PLACEMENT. FOUBDATION SMALL ALL BE CUSS "B" CONCRETE.
AFTER A CURING PERIM SP TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON.
TABLE 1
TYPE SP DEVICE DIMENSIONS
Street Light Pole 4' Deep a 3' Sp. or Div.
SigneX Pole 7' Deep a 3' Sq. or Die.
SNgnsU Controller Su Detail Sheet
Street Light Control Cabinet Sea Detail Shut
Spacial Base See Detail Shoot
Suplaiental Specifications (Rev 07/15/851 Page 31
8-20.3[41 CONTINUED
ALL CONCREIE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW:
11 WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE
FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. [BEE DETAIL SHEET]
2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIED SY
THE ENGINEER. (SEE DETAIL SHEET)
ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE ENGINEER IN THE
FIELD.
0.315] CONOU:T l REPLACEMEA'T_, 'CT k
THE CONTRACTCR SHALL PROVIDE AND INSTALL ALL CONDUIT AID NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE
PUNS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING APO CONDUIT SCHEDULE SHOWN ON PLANS.
CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW:
11 SCHEDULE qQ HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHENEVER THE CONDUIT 1S TO BE
PLACED OTHER THAN WITHIN THE ROADWAY AREA.
21 SCHEDULE 89 EXTRA HEAVY WALL M.V.C. CONFORMING TO ASTM STANDARDS SMALL BE USED WHEN Tt XNDUIT IS TO
BE PLACED WITHIN THE ROADWAY AREA.
ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE WANUFXTURER'S RECOMMENDATIONS REGARDING CEMENT USED AND
ENVIRONMENTAL CONDITIONS.
8.20 3161 JUNCTION BOXES (REPLACEMENT SECTION]
THE CDNTR4CTOR SHALL PROVIDE AID INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS SPECIFIED IN THE
PLANS APO AS PER DETAIL SHEETS.
THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED SELOW:
11 STREET LIGHTING ONLY! •LIGHTING^
21 SIGNAL ONLY& "SIGNALF'
31 TRAFFIC SIGNAL AND STREET LIGHTING: •TS-LT"
41 TELEMETRY ONLY. "TELEMETRY"
INSCAIPTIOHS ON JUNCTION BOXES PERFOFMING THE SANE FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH,
SHALL BE CONSISTENT THROUGHOUT THE PROJECT.
ALL JUNCTION BOXES SHALL BE INSTALL IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS APO DETAIL
SHEETS.
THE UNIT CONTRACT PRICE PER EACH FOP "DESIGN B" OR "DESIGN C" JUNCTION BOO( SMALL BE FULL COMPENSATION FOR
FURNISHING SAME APO FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AHD EQUIPMENT NECESSARY TO PROVIDE AM INSTALL THE
JUNCTION EC-KES INCLUDING EXCAVATION, BACKFILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND
DETAIL SHEETS.
0-29,3191 GROUNDING lRWLACEMEAT 6ECTIONI
ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTFOLLER CABINETS AND SIGVAVLIGHTIMG BERVI6E CABINETS SHALL
BE WOUNDED TO A COPPER CLAD SOLID METALLIC GFOUNO ROD 5/8" IN DIAMETER a 8'0" IN LENGTH COMPLETE WITH A 16 BARE
COPPER SOARING STFAP LOCATED IN THE NEAREST JUNCTION SM. GROUND RODS ARE CONSIDERED MISCELLANEOUS ITEMS AND
THE COST I6 TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS.
PaGo 32 SUPL6yntAL Swk ficstionc (Rev 07/15/651
11-2C.31101 SERVICE 1REPlACEMENT SECT20N1
THREE TYPES OF POWER SERVICE ARE 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 I1. SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A,C, ISTREET LIGHTING NON CONTACTOR,
INDIVIDUAL CONTPOLLM PHOTC-CELL WITH NO NEUTRAL WIRE)
31 TYPE III SYSTEM SHALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGFRING
LONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE[
THE POWER SERVICE PCINT SMALL BE AS NOTED ON THE PUNS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY.
6-20.3I131 ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION)
UNDERGROUND CONDUCTORS FOP THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VCLT
INSULATION OF THE SIZE NOTED ON THE PUNS AND WIRING SCHEDULE.
SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION 80KES AND THE SPLICE KIT SHALL CONSIST OF
A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE MIRE TO THE KIT IS ACHIEVED BY CRIMPING OR BY A COMPRESSION
BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT PAS BEEN INSTALLED, ALL EKPOSED SURFACES OF
WIRE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPOKY TO FORM A WATER-TIIST SEAL. MATERIAL
USED FOR THE SPLICE KIT SMALL BE COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR ECJAL.
SHALL BE FURNISHED AND INSTALLED. WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL
MATERIALS SHALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT
SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO TKE ENGINEER FOR APPROVAL
8-20.31 ON]
THE HAND HOLE SHALL BE LOCATED BOc TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROUNDING LUG OR NUT SHALL
BE PROVIDED IN THE NAND HOLE FRAME OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A GROUND
BOILING STRAP.
ALL POLES AID DAVIT ARMS SHALL BE DESIGNED TO SUPPORT A LUMINAIRES WEIGHT OF 50 LBS. OF MORE AND TO WITr;6TAND
PRESSURES CAUSED BY WIND LOADS OF B5 M.P.M. WITH GUST FACTOR OF 1.3.
ALL POLES SHALL MAINTAIN A MINIMUM GAFET; FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AID 2.33 P.S.I.
FOR BASIC WIND PRESSURE.
DAVIT AfYtiS
THE DAVIT STYLE ARM SHALL INCORPORATE A 5'2" RADIUS SEND AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE
OLITER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO .2 ABOVE HORIZONTAL AID SHALL BE FURNISHED WITH A 2-
DIAMETER SLIPFITTER WITH A MAXIMUM LENGTH OF TO FIT THE LUMINAIRE SPECIFIED,
THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TT THE TOP OF THE SHAFT PRODUCING A FLUSH JOINT
WITH AN EVEN PROFILE,
ANCHOR Ma
A ONE PIECE ANCHOR BASE CF ADEQUATE STREWTH, SHAPE AND SIZE STALL BE SECURED TO THE LOWER END OF THE SHIFT SO
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 POUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUR COVERS
SHALL BE PROVIDED WITH EACH POLE,
�' SUPLImental SPMMHficatlons (Rev 07/IW651 Paps 33
8-20.3I131A CONTINUED
APCHCR BOLTS
FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO MD(NUTS AND TWO WASHERS, SHALL SE FURNISHED WITH THE
POLE, EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOTTOM ENO APO BE THREADED AT THE TOP END, THFIEACED
ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZE). THE ANCHOR BOLTS SHALL BE CAPABLE IF RESISTING AT ITS
YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT.
MISCELLANEOUS IAFDWARE
ALL HARDWARE (BOLTS, NUTS, WREWE, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE S'TAINLESE STEEL,
I.D. IIDENTIFICATION FOR POLES]
THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-0IGITS AND ONE LETTER ON EACH LIGHT POLE. THE LETTER
AM NUMBERS 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, WEATHER AND ULTSRAVIOLET EKPOSURE. THE DECAL MARKERS
SHALL BE 3 INCH SQUARE WITH GCTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND.
I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE ENO OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING
OFFICE.
COST FOR THE DECALS SHALL BE CONSIOERET) INCIDENTAL TO THE CONTRACT BID.
DELETE COMPLETE SECTION AND REPLACE WITH THE FOLLOWINGt
LIf4R STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POL: DET;,IL REOUIRL4ENTS INDICATED BELOW
AM THE DETAIL SHEETS AT THE END OF THESL SPECIFICATIONS.
THE POLE SHAFT SHALL BE PROVIDED WITH A 4 x S" FLUSH RAND HOLE NEAR THE BASE AND A Mt:T:HING METAL COVER SECURED
WITH STAINLESS STEEL SCREWS OR BOLTS.
Al' TENONS SHALL BE FACTORY INSTALLED , D ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING.',
ALL SIGNAL POLE FOUNDATIONS SHALL SE COMETRU ED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS.
THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT HAS BEEN INSTALLED THEREON.
8-20 3[14] SIGNAL S'STEMS (SUPPLEMENTAL SECTION]
ALL SIGNAL CONDUCTCRS SHALL BE STRANDED COPPER AID SHALL HAVE SOO VOLT THM IM;ULATION AND BC OF THE SIZES NOTED
ON THE PVUS. ALL MULTI—CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TV DIVISION 9--29.3 AM SHALL BE OF
THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM.
ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SMALL HAVE AN OPEN END, CRIMP STYLE Bm ERLESS TERMINAL
CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN ENO SODEPED TERMINAL
CONNECTOR. ALH. TEEMIINALS SMALL BE INSTALLED WITH A TDOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF
CONNECTOR AND CRIMPING WITH PLIERS, MIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CCMTROLLER
CABINET SMALL BE TRIMMED AND CABLED TOGETHER TO MARE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY
TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLUS. ALL COHDXTOR RUNS SHALL
BE ATTACHED TC APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL
BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION SOK TO THE LOOPS.
Paps 34 Supuwntal specifications (Rev 02/15/BSI
6-2p. ?11A C TEST fOR INDUCTION (COPS AND LEAD-IN CABLES [ADDITIONAL SECTIONI
THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SALL FL'' ,'SH THE ENGINEER WITH A COPY OF THE RESULTS.
8-2O.3(141 SIGNAL STANDARDS (RfP1ACEMENT SECT)7N
THE CONTRACTOR SMALL FURNISH AMC INSTALL T6%tFIC SIGNAL STANDARDS IN ACCORDANCE WITH T14E METHODS AND MATERIAL£
NCTED IN THE CONTRACT PLANS AND THESE SPECIFIGTIONS.
ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENG'.MEEF PRIOR TC FABRICATION.
ALL ENTRANCES REOUIRED FOR POLEMOUNTED S1(AAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC.
SHALL BE FIELD DRILLED.
B-2C 4 MEASUREMENT (REPLACEMENT SECTION]
MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINLAR FOOT.
MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON.
MEASUREMENT FOR FOUNDATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE.
MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT.
MEASUREMENT FOR &NOTION BmcES, WILL BE BY THE KNIT PER EACH TYPE SPECIFIED, COMPLETE IN PLACE.
MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN PLACE.
MEASUREMENT FOR SIGNAL STANDARDS WILL BE BY THE UNIT PER EACH, COMPLETE AND IN PLACF.
MEASUREMENT FOP DETECTION LOOP RETURN CABLE 2/C SM WILL BE BY THE LINEAL FOOT COMPLETE IN PLACE.
MEASUREMENT FOR SHIELDED PRE-EMPTION CABLE 3/C Sit WILL BE BY THE LINEAL FOOT, COMPLETE IN PLACE..
MEASUREMENT FOR SHIELDED INTERCONNECT CABLE, _PR WILL BE BY THE LINEAL FOOT, COMPLETE IN PLACE.
MEASUREMENT FOR TRAFFIC SIGAAI WIRE WILL BE BY THE LUMP SLIM, COMPLETE IN PLACE.
MEASUREMENT FOR VECHICLE DETECTOR, INDUCTION LOOP WILL BE BY THE LINEAL FOOT SAW CUT, COMPLETE IN PLACE.
8-20.5 PAYMENT (REPLACEMENT SECT ON
PAYMENT WILL. BE MADE UNDER:
1) "TRENCH AND BACKFILL, --__WIDE _DEEP". per Linser Foot.
2) "SELECT TRENCH SACKFILL", Per Ton,
THE UNIT CONTRACT PRICE FOP TRENCH AND BACKFILL PER LINEAR FOOT SMALL BE FULL COMPENSATION FOR
EXCAVATIMG, LOADING, HAULING AND OTHERWISE DISPOSING LF THE WASTE MATERIALS, FOR BACKFILLINS AND
TAMING 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.
3) " FDLBDATIOW PER EACH
41 "CONDUIT, M.V.C., SCHEDULE 40, " Per Lin. Ft.
51 "CONDUIT , P.V.C., SCHEDULE ED, " Per Lin. Ft.
61 "DESIGN__JUNCTION BOO(", PER EACH.
71 "STREET LIGHT STANDARD__ ", PEP EACH. '
81 "SIGNAL STANDARD, TYPE_" PER EACH
BI "DETECTION LOOP RETURN CABLE, 2/C" SM." PER LINIAL FOOT
101 "SHIELDEDD PRE- EMPTION CABLE, 3/C SM" PER LIN. FT.
tit "SHIEL 3D INTERCONNECT CABLE, _PR" PER LIN. FT.
12) "TRAFFIC SIGNAL WIRE" PER LUMP SUM.
13) "VtHICLE DETECTOR, INDUCTION LOOP" PER LINIAL FOOT, SAW CUT.
THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. F7../LLMP SUM ON TRAFFIC SIGNAL SYSTLM
WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND iNSTALLING THE STANDARDS AND WIRE AMU FOR ALL OTHER
MATERIALS, TOOLS. EQUIPMENT NECESSARY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS
-- AND THESE SPECIFICATIONS.
SM.pteYnteL Specifications (Rev O7/15/651 Pepe 35
B-Y PAVBBIf MAMIll"
RIFT N REPLACEMENT
�22.1 OESC 10 [PARTIAL A I L RE:PU EME SECTION]
ZIPSENTER STRIPE - DELETE AND RFPLACE Wi TH$
A BROKEN YELLOW LINE 4 INCNES WIDE. THE BROKEN OR •SKIP" PATTERN SHALL BE BASED ON A 25-FOOT UNIT
CONSISTING OF A 10-FOOT LINE AM 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATIC.. ON A
TWO LANE TWO WAY ROADWAY.
DOUBLE YELLOW RENTER STRIPE - DELETE AND REPLACE WITH$
TWO SOLID YELLOW LINES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. DOUBLE YELLOW CENTER STRIP.- 15
USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AM FOR CHANNELIUTION.
EDGE STRIPE - DELETE
GORE STRIPE - DELETE AND REPLACE WITH$
APPROACH STRIPE - A S011D WHITE LINE, 6 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR
TRAFFIC ISLANDS AND CROSS HASH MARKS
LANE STRIPE - DELETE AND REPLACE WITH?
A SPOKEN WHITE LINE. 4 INCHES •IOE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE
BFUKEN OR "SKIP PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP.
NO PASS STRIPE: DELETE
REVERSIBLE LANE STRIPE DELETE
LUC WAY LEFT D3A_FRIPE — DELETE AND REPLACE WITTt
A SOLD YELLOW LINE, 4 INCHES WID:, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4 INCH
SPACE, "HE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AND A 15
FOOT EVADE SSEE DETAIL SHEET].
HARRIER STRIPE - DELETE AM REPLACE WITHt
A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE.
CROSSNA,K STRIFE - DELETE AND REPLACE WIDTt
A SOLIC WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANTHER CROSSWALK STRIPE WITH AN B FOOT SPACE IN
BETWEEN THE LINES.
STOP WAR - DELETE AND REPLACE WITHt
A SOLID WHITE LINE, IN WIDTHS OF 12, 16 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PUNS.
TRAFFIC AR" - DELETE AND REFUGE WITTt
A SOLID WHITE NARKING CONFORMING TO CONTRACT PUNS AID DETAIL SHEETS.
T_PPFFIC LETTERS - REPLACE WITH TRFFIC LEUEND - DELETE AM REPLACE WITHt
A WHITE NARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET.
CYCLE DETECTOR SYMBOL - DELETE
1�--22JL51 TOLERANCES FOR LINE STRIPES IRENACEMEHT SECTION]
AL:DWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWSt
LENGTH OF STRIPE - THE LONCITLOINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT
EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH LF STRIPE SHALL NOT VARY MORE THAN PLUS OR
MINUSS 1/4 INCH.
P$ys 36 SupUrntat Specifications (RSV 07/15/851 _.
rr R=23.3161 PAINT/PLASTIC CTRIPE L]NES REMOVAL iSEW SECTION)
WHERE SHOWN ON THE. PLANS UM DIRECTED BY THE ENGINEER, THE CONTRACTOR STALL REMOVE ALL OLD CONFLICTING STRIPES OR
LINES.
f-F2.4 MEISUPcJiENT IREPIACEMENT SECTION
MEASUREMENT SHALL BE BY THE LINEAR FOOT FOP 4 INCH WIDE SOLID STRIPE, WITH NO DEDLCTION MADE FOR THE SLIP
BETWEEN THL STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CRD.SSeALK, &.BRIER STRIPE. STOP BAR,
TRAFFIC ARROWS AND TRAFFIC LEGEND 'ONLY' PER EACH. MEASUREMENT FOR ALL ITEMS SHALL BE COMPLETE IN PUCE.
MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF ^ WIDE LINE
5-22.5 PAYMEKI IREPLACEMENT £ECTIOW1
PAYMENT FALL BE MADE UNDERI
1. "Paintec 4" Wide Solid Stripe" Per Linter Foot
2. "Painted 6" Wide Solid Strips" Par Linear Foot
3. "Painted _" Widt Barrier Stripe" Per Lines, Foot
A. ^Psiotad 12" Wide Crosswalk" Per Linear Foot
S. "Painted _" Wide Stop Ser" Per Linear Fact
•— S. "Painted Traffic Arrow" Per Each
7. "Pointed ;-effic Legend _" Per Each
f S. "Plastic 12" Wide Crosswalk" Per Linear Foot
B. "Plastic _ Wide Stop Bar" Per Linear Fact
10. "Plastic Traffic Arrow" Per Each
r 11. •Ploetia Traffie Legate! _" Par Each
iQ. 80000vot of Paint Line "Wtds" par Lin. Ft.
12. "BescveL of PLeatic per Lin. Ft.
9-03 Ag6REGATEF
9-03 1U A^LAEGATE FOP GRAVEL SAGE (PARTIAL REPLACEMENT SECT ONl
ADD TO PARAGRAPH 2 SENTENCE i
..except that in no case ehc:l tee maximum ti a etceed eight IB) Inches.
REPLACE PARAGRAPH 3 WITH:
Gravel Base shall met the following rsquiremants for grading and quality when placed in hauling vehicles
for delivery to the roadway, trench or during manufacture and placement into a temporary stockpile. The
exact point of acceptance Will be data rained by the Engineer.
GRAVEL BASF. GRAVEL BASE
CLASS A CLASS 6
Pa6sing 1/4" Sieve 251 min. 25% min.
7S1 max. 75% max.
Passing U.S. No. 200 5% max. 10% max.
Sieve (Met Sieving)
Passing f2DO that Sieving] 2/3 Max. US max.
Passing 040 (Send Equivalent) 50 sin. 30 min.
Suptsmantal Specif.eations (Rav 07/15/85) Page 37
g-03.12[11A C,r•SS A !REPLACEMENT SECTION[
d
GRAVEL BACKFILL FOR FOUNDATION, CLASS A. SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO THE REQUIREMENTS _
OF SECTION 9-03.9 FCR BALLAST.
9-03.12M IS CLASS B [REPLACEMENT SECTION) t
GRAVEL BACKFILL FOR NOUNDATIONS, CUSS B. IS M07 AN ACCEPTABLE SUBSTITUTION FOR GRAVEL MACKFILL FOR FOUDATIONS,
CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOR FOUNDATION, CLASS B.
SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1131C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A.
9-03.12[3] GRAVEL BACKFILL FOR PIPE BECOING [PARTIAL REPLACEMENT SECTION)
REPLACE SENTENCE 1. PARAGRAPH 1 WIT,AL
GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF PEA GRAVEL.
ADD:
WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRASHED, PROCESSED OR NATURALLY OC;JRRING GRANULAR MATERIAL
MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BEDDING.
a03.14 3AVEL B0R70W [REPLACEMENT SECTION)
GRAVEL BORROW SHALL CONSIST OF A CLASS A AID A CLASS B BORROW CONFORMING TO THE REQUIREMENTS OUTLINED IN 9-C3.10
AGGREGATE FCR GRAVEL BASE
9-05 DRAINASE STAlCT1AE'S, CULVFRTS AIM CONDUITS
E-05.1 DRAIN PIPE [PARTIAL REPLACEMENT SECTION]
DELETE& ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON OR STEEL DRAIN PIPE FROM THIS SECTION.
9-05, flIA_END DESIGN IPARTIAL REPLACEMENT SECTION]
DELETE SENTENCE 2 PARAGRAPH 1
9-05.10 STEEL STORM SEWER PIPE [PARTIAL REPLACEMENT SELTIONI
REPLACER *TREATMENT 5" WITH eTREATMEN- 1"
D-05.11 ALA.MI.-U! STORM SEWER PIPE IPARTIAb REP,IgPENT CT ON
DELETEL wax Capt that protective coating shell be Treatment 5",
9-95.12 PVC SEWER PIPE [PARTIAL REPLACEMENT SECTION)
OELFTEL PARAGRAPH 1
9-05.13 DUCTILE IRON SEWER PIPE [PARTIAL REPLACEMENT SECTION]
DELETE PARAGRAPH 1
Page 38 Supls , Thal Specifications ;Rev 07/15/951
9-29 ILLUMINATION, SIGNALS, ELECTRICAL
9-29.1 CONDUIT (REPLACEMENT SECTION]
THE CONDUIT P.V.C. - NON,-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AID ASTM STANDARDS.
THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED OFLOWt
(1) SCHEDULE 12 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS.
(2) SCHEDULE 440 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS.
9-29.2 JUNCTION BGXES [REPLACEMENT SECTION]
JUNCTION BOXES SMALL BE REINFORCED CONDPETE WITH STEEL FRAME ANCHORED IN PLACE AM STEEL COVER PLATE (DIAMOND
PATTERN) AS INDICATED ON DETAIL SHEETS.
THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION BOXES SHALL BE AS FOLLOWS:
(1) SIGNAL ONLY( "SIGNALS"
(2' STREET LIGHTING ONLY' "LIGHTING'
(3) TRAFFIC SIGNAL AND 6H4ET LIGHTING FACILITIE6t "Tb-LT"
THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES.
9-29.3 CJNDUCTORS. CABLE [REPLACEMENT SECTION]
ALL SIGNAL CONDUCTORS AS INDICATED OM THE PLANS SHALL BE STRANDED COPPER AM SHALL EMPLOY 600 VOLT THW
INSULATION OF THE SIZES NOTED ON THE PUNS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYS794 SHALL CONFORM TO
APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SMALL BE OF THE SIZES NOTED ON THE SIGNAL
WIRING DIAGRAM.
THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMUNICATIONS CABLE. THIS CABLE
SHALL BE BELDEN, BELDFOIL 6720, or EQUAL. WITH /14 AWG CONDUCTORS STRANDED [IS x 27). THE CABLE SHALL HAVE
POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNED CDPPER DRAIN WIRE AM A CHROME
VINYL JACKET.
THE 3/c SHIELDED PRE EKPTION DETECTOR CABLE SHALL BE 3-M /138 CABLE OR EQUIVALENT. THIS CABLE MILL RUN FROM
THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOW®.
THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING:
1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWE.
2. INSULATIONt SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLI , .WITH TELEPHONE BIMUSTPY COLOR
CODING.
3. CABLE CORE ASSEMBLY[ INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO
MINIMIZE CPOGS TALK AM MEET STRICT CAPACITANCE LIMITS.
4. SHIELDING& A CORROSIOWmXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDcS] .DOB" THICK
CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTFICAL
SHIELDING COVERAGE. x .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, TEWERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS
EXTRUDED OVERALL TO PF.:'IuC A CONTINUOUS COVERING.
6 FOOTAGE MARK INOSt FOOTAGE MAMINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' A'1)NG THE OUTER
_,. JACKET.
SUPLer,ntaL Specifications (RRev 07/15/65) Pape 39
9-28.3 CONTINUED
7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JAO(ET IS FLOODED MITI' PETROLELP-POLYETHYLENE GEL FILLING
COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SF L.
EACH WIRE SMALL BE WL14SERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE I4MBERING STRIP ACCORDING TO THE
SCHEDULE ATTACHED TO THESE SPECIAL PROVIFIONS.
ALL WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SOLDERLESS TERMINAL. ALL TERMINALS
SHALL BE INSTALLEr WITH A TOOL DESIGNFD FOR THE INSTALLATION OF Thl:. TYPE OF TERMINAL AND CRIMPING WITH PLIERS,
WIRE CUTTERS. E' ., WILL NOT BE ALLUAIED. ALL WIRING INSIDE THE CONTROLLER CABINET AND AT INTERMEDIATE POIA75
SHALL BE TRIMMED A CABLED TOGETHER TO MAKE A NEAT AND CLEAN APPEARING INSTALLATION.
NO SPLICING OF ANY T,v4FFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS, ALL
CONDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING
PNISTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOP, AT THE NEAREST JUNCTION BOIL 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 SHOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION
METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE.
INSTALLATION OF ALL WIRING SHALL CONFORM TO APPLICABLE PROVISI0te CONTAINED IN THE STANDARD SPECIFICATIONS
EXCEPT AS SPECIFIED HEREIN.
CONDUCTORS AND CABLE SMALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS!
[1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER CONFORMING TO
APPLICABLE PORTIONS OF AM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE,
POLYETHYLENE, OR CHEMICALLY CPOSS LINKED POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF AST14 STANDARDS.
POLYETHYLENE COMPOUNDS SHALL NOT BE USED WHERE EXPOSED TO SUNLIGHT. THE SPODE IPCULA7ION OF CODE THICKNESS
SHALL BE USED.
(2) MNLTI-CONDLCTOR CABLE SMALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE FATED TO OPERATE ON Boo
VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED WITH A MINIMUM OF 46 MILES
PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, APO SMALL BE COLOR CODED AM OF SIZE LISTED IN TABLE
BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CODED AM OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS
SHALL BE CABLED TOGETHER WITH CABLE TAPE APO ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSULATION
SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS.
AVG
Noe. Strands
CIRCUIT Phase GaLlue . lug 2o, ctor Cofor strips
Signet heads..,. A 14 18/27 Red, YeLLoe, Green None
A- 14 12/27 Red, Yellow, Green MMus-White
B 14 19/27 Red, Yellow, Green Bieck
0. 14 19/27 Red, Yellow, Green Buck-Black
C 14 16/27 Red, Yellow, Green White
Signet Con 12 19/25 White None
Control Coe. 12 16/25 White Bieck or Green
Detector........ A,B,C 12 19/25 stock Ncne
Coe. 12 18/25 White None
Spero........... .... 14 10/27 Red, Tattoo. Green Blue
FLeshers........ .... 12 16/25 Bieck None
Service......... .... 10 19/23 Bieck Hone
Alternsta..... .... 12 19/2S Black None
Neutrals
[not Listed).. .... 10 19."1 "Its None
Alternate..... .... 12 Is,25 White or groan None
Pepe 40 Suptsrrul SPecificstions (Rev 07/15/'851
B-29.3 CONTINUED
Multi-corductor Cab Le shall be assembled as per the following typicsl illustrations;
al 2 Conductor — 2 No. 12 ANG. 19/25 strand, consisting of a Duck and white conduct,,.
b) 5 Conductor — 1 No. 12 ANG, white; 1 No. 12 AVG. white with green Or black stripe; and 3 No. 141,
consisting of Phase A.
c) 6 Conductcr — 1 No, 12 ANG, white; 1 No, 12 AMG, whitp green or buck stripe; and 6 No. 14l, cone,st,ng
Of Phase A and B.
d) 11 Conductor — 1 No. 12 ANG, white; 1 No. 12 ANG white with green or black strips; and B No. 12'm
consisting of Phase A. 6 and C
a) 20 Conductor — 1 No. 12 AMG, white; 1 Mo. 12 ANG, white with greer. or Duck strip; and 18 NO. 14's
consisting of Phase A, A', B, 0', C and Spars.
MIRING WILL BE ARRANGED 60 THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED.
WITH T,1E EXCEPTION OF TYPE XMW INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL CONDUCTCR SHALL
BE 3/64 INCH MO THE MINIMUM ACCEPTABLE INSULATION THICIKNESS SHALL REFER SOLEV TO THE THICKNESS OF THAT
INSULATION IMMEDIATELY AROUID ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR JACKET THICKNESS.
INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAN-CUT IN THE PAVEMENT BY THE CONTRACTOR ]MELD INDICATED ON
THE PLANS OR AS UIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE No. 12 A.Y.G..
TYPE USE, RHH OR RHW INSULATION. SEE DETAIL SHEETS.
9-28.4 MESSENGER CABLE. FITTIN - DELETE
E29.5 POLE LINE HAFDMAFj - DELETE
6-29.6 LIGHT STANDARDS IREPLACEMENT SECTION]
LIGHT STANDARDS SHALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL
PROVISIONS AMC AS OUTLINED HEREIN.
9-25 6I3] TIMBER LIGHT STANDARDS TIMBER STRAIN POLES TIMBER SERVICE SUPPORTS - DELETE
9-29.7 LUMINAIRF FUSING AMC ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES IREPLACEMENT SECTION]
ELECTRICAL DISCONNECTS SHALL SE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE 11ATEFPROOF, QUICK
DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE NATERPRDCF IN LINE FUSE
PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRESSION FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN
THE LOAD SIDE LF THE kIT.
THE FUSES SHALL BE LOCATE! IN TWO LOCATIONS. THE FIRST BEING INSIDE THE HAND HOLE AT THE BASE OF THE POLE AND
THE SECOND BEING PROVIDED FORA THE COMPLETE STREET LIGHT SERVICE I IF SPECIFIED) SHALL BE LOCATED IN A TYPE "B"
JUNCTION BIDX AS NEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COMPANY'6 VAULT OR POLE [SOURCE OF POWER FOR THE
SYSTEM). FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES RF THE
CIF'"IT INVOLVED AND SHALL HAVE THE FOLLOWING CHARACTERISTICS:
I. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORRTING 110% OF THE RATED LOAD.
2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR.
3. A LOAD OF 20D1 GF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FLEE.
4. FUSES SHALL BE RATED AS L1STED BELOW AND SMALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS
PROJECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS THEREFOR;
Suplerntal Specifications (Rav 07/15/85) Page 41
9-29.7 CONTINUED
LUMIMIRE SI IE SERVICE VOLT GE 240V
1,000 W 15A
400 W ICA
250 W ICA
2DO W IDA
175 W 10A
ISO WM IDA
IN W IDA
5, FUSES SHALL BE UL LISTED
'N-29 B MA.E7 ARMS, CROSS ARMS APO TIE ROD - DELETE
9-29.9 BALLAST. TRANSFORMERS [REPLACEMENT SECTIOHI
BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAWS SHALL BE DESI6NED TO PROPERLY OPERATE IOC MATT 654. 150 MATT 555,
200 WATT ffiB, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAWS SHALL BE AN INTERNAL 24D-VOLT
REGULATOP>-TYPE (HIGH POWER FACTOR).
THE BALLAST SMALL BE PRE-WIRED TO THE LAW SOCKET APO TERMINAL BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE
VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TAANSFORMET, OR OTHER DEVICE SHALL EMPLOY THE CLASS OF
COMPOUNDS IDENTIFIED AS POLYCHLDRINATED BIPME NLS LP.C.S.) AS DIELECTRIC, COOLANTS. OR FOR ANY DT HER PURPOSE.
EACH SALLA!,T SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA.
9-29.10 LUMINAIRES [REPLACEMENT SECTIDNI
ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS.
LUMINAIRES SHALL HAVE A CAST-ALUMINUM HOUSING PROVIDING FOR A SLIP-PITTER TYPE MOUNTING AID CAPABLE OF ADAPTING
TO A 2-INCH DIAMETER PIPE TENON.
LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTCP (DROPPED LENS] FOR ARTERIALS AND A C;.EAR
FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS.
THE LUMINAIRE SHALL INCL.IDE THE POWER DOOR FEATURE.
THE LU.INAIRE SMALL HAVE A GASKET BETWEEN REFRACTOR APO REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED
BETWEEN THE LAW SOCKET APO THE REFRRCTOP.
THE HANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY NARKED ON EACH ILMINAIRE.
EACH LUMINAIRE SHALL HAVE A WEATHEI>-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING SC .c "r� BE
READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A
MINIMUM OF TWO IHCNES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH LAW WATTATS INDICATED BY THE FOLLOWING
NUMERICAL LErENOM
7 FDA 70 WATTS 25 FOP 250 WATTS
10 FOR 100 WATTS 31 FOR 310 WATTS
15 FOR 150 WATTS 40 FOR 400 WATTS
17 FOP WE WATTS 70 FOR 700 WATTS
20 FOR 200 WATTS X1 FOR 1.000 %AT ...
ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LUMIMAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE
(NLRB, BOLTS, MASKERS, HINGES. ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE
WEATHER-TIGHT.
PWOe 42 6apLemnbU Spmificbt Mont )Rev 07/15/W "
E-29.11 CONTROL EDUIPIENT [REPLACEMENT SECTION]
UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SMALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS
AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT.
5-29.11(11 TIME CLOCK CONTROLS - DELETE
(i-28.N I21 PHOTOELECTIC CONTROLS [REPLACEMENT SECTION]
PHOTOELECTRIC CONTROLS SMALL BE PLUG-IN DEVICES, RATED IC OPERATE ON 120 VOLTS, 60 HZ. THE PHOTD-CELL SHALL BE
A SOLID STATE DEVICE WITH STABLE TURNrON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES C TO *70 DEGREES C. THE
PHOTO-CELL SMALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMIHNAIRE. IN A CONTACTOR-CONTROLLED SYSTEM, THE
PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE UMINAIRE NEAREST TO THE SERVICVCONTACTOR CABINET.
THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN.
Q, U.]_2[1) ILLUMINATION CIRCUIT SPLICES IREPLACEMENT SECTIONI
ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TC SECURELY JOIN
THE WIRES BOHH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC
MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE AND ITS
INSULATION AS USED IN THE LIGHTING SYSTEM.
29.13 TRAFFIC SIGNAL CONTROLLERS [REPLACEMENT SECTION)
THE UNIT SMALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE POWER LINE
FREQUENL.Y AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREMENTS OF THE NATSONAL ELECTRICAL
MANUFACTURERS ASSOCIATION (NENA) STANDARD PUBLICATIONS.
COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AM TRANSISTORS SMALL BE INDIVIDUALLY REPLACEABLE UTILIZING
APPROVED STAV`ARC SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS AND SHALL BE EASILY
REPLACEABLE WITHOUT SOLDERING. ALL COHPONFNTS SIA_L BE STANDARD "OFF THE SHELF" ITEMS.
THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER COMPUTER.
THE CONTROLLER SMALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MULTISONIC MASTER COMPUTER) AND
STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLLDING OVERLAPS, IN
CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER
IMULTISDNIC MASTERI THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FDUED TIME MODE OR IN A
FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING
SHALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION.
%-29.13121 FLASHING OPERATIONS IREPLACEMEM SECTION)
FLASH UNIT SHALL BE A TWO CIRCUIT TYPE, CAPAEL° ` SWITCHING LOADS UP TO IDDO WATTS PER CIRCUIT ALTERNATELY AT A
RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS MINUS TWO FLASHES PER MINUTE.
9.29.13[3) EMERGENCY PREEMPTION IREPLACEMENT SECTION)
EMERGENCY VEHICLE PREEMPTION SMALL BE FURNISHIED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO
A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-EPTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH
THE 3M COMPANY "OFTICOK' SYSTEH WHICH THE CITY OF RENTON IS CURRENTLY USING AND SMALL BE CAPABLE OF BEING
ACTIVATED BY THE SAME TRANSMITTERS.
WHEN A PREEMPTION DETECTOR DETECTS AM EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE
REQUIRED PHASE OR ADVANCE DIRECTLY TC THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR
SMALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE.
_.. Suptsoentsl 6pscificstions (Rev O7/15/851 Pogo 43
8-29,13131 CONTINUED
WHF' THE PHASE SELECTOR IS RESPONDING TO OIL DETECTOR, IT SHALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS
FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL
CALLED. SWITCHES SHALL CONTROL SYSTEM PURER AND SIMULATE DETECTOR CALLS FOR EACH PHASE.
9-29,13141 WIPING DIAGRAMS IREPLA;EMENT SECTIONI
THE CONTROLLER CABINET SMALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET
DOOR. AT THE TIME (F DELIVER/ THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS OF SCHEMATICS AND NANUALB FOR ALL
ASSEMBLIES AND SUB-ASSEMBLIES.
LOOM] RADIO INTERFERENCE SUPPRESSORS (RLFOMArpENT SEr1ION1
A CORNELL-0UBILER RADIL INTERFERENCL CILTEA NR 10801-1 30 AMPS 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.
5-29.13171 TRAFFIC-ACTUATED CONTROLLERS IRERLACEHLT SECTION]
ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION SHALL BE
➢RDYIDED IN ACCORDANCE WITH NBA STANDARDS.
THE CUNTROLLER 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 LIOLID 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 MME. STANDBY OPERATION SHALL
AUTOMATICALLY OCCUR UPON OPENING OF INTEFCONNECT LINES. FAILURE OF CENTRAL MASTER COMPUTER. OR V4EN SPECIFIED BY
THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN P'MSE TO THAT PHASE BE1NC DISPLAYS AT
THE START OF STANDBY OPERATION. TRANSFER FROM COMPLIIER SUPERVISION SHALL NOT CALL LP A STARTING YELLOW.
8-28.13(71A ENVIRONMENTAL PERFCR►ANCE AND TES? 67AWAFDS FOR SOLID-STATE TRAFFIC CONTROLLERS MSce LrIftyT
SECTION1
THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INDLLDIAC. THE TRAFFIC SIGNAL CONTROLLER, ALOCILIARY CONTROL EQUIPMENT
AND CABINET SMALL OF SHOP TEST® TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMINC
CIRCUITS. PHASING AND SIGNAL OPERATION SMALL BE AT THE CITY OF RLNTOH SIGNAL SHOP, PENTON, WASHINGTON. THE
SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DcROMSTn1TIONS. THE CONTRACTOP
SHALL ASSEMBLE THE CABINET AHD RELATED SIGNAL CONTROL EQUIPMENT READY FOR TE.aTING. A COMPLETE DEMONSTRATION BY
THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIM. ANY
MALFUNCTION SHALL STOP THE TEST PERIM UNTIL ALL PARTS ARC SATISFACTORILY OPERATING. THE TLST SHALL BE
EXTENDED UNTIL A MINIMUM OF 72 HOURS CONi 11LOL15 SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS
BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER IF ALL COMPONENTS FUNCTIONINC PROPERLY
SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFORESTATED
CONTROL BEAR WHEN FIELD INSTALLED.
8-29.131718 AU)cILIARY EQUIPMENT FOR TRAFFIC ACTUATED COM'pOLLERS (REPLACEMENT SECTi CN1
POWER SWITCHES
THERE SHALL BE A MAIM POWER SWITCH INSIDE THE CABINET THAT SMALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD
WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SUITCHIkC
DEVICES ELECTPICALLY DEAD (MILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANGING COHTP2LLERS OR LOAD
SWITCHING DEVICES.
Pepe 44 SuPUeebnteU Specifications (Rev 07/i5,'851
5-0.1WI8 CONTINUED
STOP TIME BYPASS WTCN
THERE SHALL BE A SNITCH 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 TEST Pn TCH
EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTAGY (SPRING RETURN) DETECTOR TEST SWITCH. WHEN DEPRESSED,
THE SWITCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE.
CONVENIENCE OUTLET AND LAMP SOCKET
A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT InTERRUPTEP AND AN INCANDESCENT LAMP SOCKET SHALL BE
FURNISHED IN THE MAIN CABINET. A DOOR SWITCH FOF THE LAMP SMALL BE PROVIDED. THIS CIRCUIT SHALL BE PRCTECTED
BY A CIRCUIT BREAKER RATED AT 20 AMPS.
AIL-gF NIT
THE FAIL SAF .7 SHALL MDNITDP BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN,
AMBER AND PkDESTHIAH WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIONS SHALL NOT BE LONG
ENOUGH TC BE VISIBLE TC MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL
BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION.
¢URGE PROTECTOR (LIGHTING ARMESTERI
THE CONTROLLER SMALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PRCTECT THE CONTROLLER INPUT FROM ANY
VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY ff ITS COPDHENTS.
FIELD WIRING TERMINAL
THERE SHALL BE A TERMINAL STRIP FOR FIELD MIRING IN THE CONTROLLER CABINET. THE TERMINALS SMALL BE NLMSERED IN
ACCORDANCE WITH THE SCHEMATIC WIPING DIAGRAM ON THE PLANS. IF A DIFFERENT NUMBERING 9YSTF74 IS USED FOR THE
CABINET WIRING , THEN BOTH NUMBERS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC OHAWINGS SHALL
INCLUDE THE FIELD WIRING NUMBERS WHERE THE TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINIMUM OF 15
TERMINALS AID A GROUND BAR WITH A MINIMUM OF B TERMINALS SHALL BE PROVIDED.
COMPUTER INTERFACE UNIT
INTERFACE COMMUNICATION DEVICES SHALL BE DESIGNEE AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE
CONTROLLER CASE. THE COMUNICATION DEVICES SMALL BE USED FOR OH-LINE COMPUTER CONTROL OF THE INTERSECTION A--
SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COWAto
INFOR4AT7 H FROM THE COMPUTER ALL IN CONFOWANCE AM WITHIN THE CAPABILITY OF THE MULTISONIC MAMP COMPUTER
UNIT AK "HE INTERCONNECT CABLES. IN THE EVENT OF LOSS OF SIGNAL FRGI THE MASTER COMPUTER THE INTERACE
COHMUNIL.RION DEVICE SHALL EMPLOY THE LATEST STATEff-ART ENCODI"WDECODING. MULTIPLEXING TECHNOLOGIES IN GOER
TC PROVIDE FOR THE BI-DIRECTIONAL COMUNICATION LS DATA AND CONMAM INFORMATION BETWEEN THE MASTER COMPUTER AID
THE INTERSECTION.
9-29 13(71D CONTROLLER CABINETS (REPLACEMENT SECTIONI
EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A N ATHEFPROOF HOUSING AND HAVE THE FOLLOWING REOUIREMENTS:
1. CONSTRUCTION SMALL BE R SHEET STEEL.
2. THE CABINET SHALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER: AND ALL AUXILIARY
EOUIPMENT.
Suptementel Specifications (Rev 07/15/851 Page 45
9-28 13I710 CONTINUED
3. THE CABINET SMALL BE OF ADEQUATE SIZE TO PROPERLY MUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AND
ANY REQUIRED APPURTENANCES.
4. THE CABINET SMALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SMALL BE CAPABLE OF
IMPEDING FOREIGN BODIES, SUCH AS OUST, LINT, ETC. THE VENT FAN SMALL BE IN THE TOP OF THE CABINET AND
THERMOSTATICALLY CONTROLLED.
5. THE CABINET DOOR SMALL BE PROVIDED WITH THE FOLLOWING:
e. THE MAIN DOOR OF THE CABINET SMALL INCLUDE A TWO POSITION BAR STOP AND SMALL BE SECURED WITH A CORBIN
TYPE 2 LOM. THE RAIN DOOR SMALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE
THE POLICE PANEL THERE SMALL BE A SIGNAL OWOFF SWITCH WHICH SMALL PROHIBIT ANY SIGNAL DISPLAY IN THE
FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE WHEN PLACED IN THE "OFF" POSITION. A SECOND
SNITCH SMALL BE THE AUTO!LASH SWITCH. WHEN PLACED IN THE "FLASH POSITION, CONTROLLER POWER SMALL
REMAIN ON AND CONTROLLER SMALL STOP TIME DEPENDENT ON SWITCH SETTING CN THE AUXILIARY PANEL ;ESCRIBED
LATER.
D. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SMALL BE
A DURAPLE ALUMINUM OR HAMMERTT ,E GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM
OF FIVE (51 YEARS.
c. BOTH DOORS (MAIN AND POLICE PANEL.) SMALL HAVE ONE-PIECE WEATNEF-PRDGF NEOPRENE GASKETS,
9-V2 15 FLASHING W-ACON CONTROL - DELETE
8-29 15 VEHICULAR SIGNAL HEMS (PEPUCF�M T 6ECTIONI
VEHICULAR SIGNAL HEADS SMALL HAVE THE LENS SIZES AS SHOWN ON THE SIGNAL PLANS. VEHICULAR SIGNAL HEAD WRINGS
SHALL CONSIST OF eEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MOUNTING. LENS SHALL BE GLASS AND MEET
I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT.
9 2..16I21A OPTICAL UNITS IREPLACFME T SECTION)
THE HERO OPTICAL UNITS SMALL CONSIST OF LENS, REFLECTCRS, LAW HOLDERS, AND TRAFFIC SIGNAL LAIRS VISIBLE TO THE
TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TC 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT
DENSE FOG. ALL B INCH CONVENTIONAL HEADS SHALL EWPLCY 67 OR 69 WATT TRAFFIC SIGNAL LANDS RATED FOR 130 VOLT
OPERATION, 595 MINIMUM INITIAL LUMENS, 665 MINIMUM INITIAL LUMENS, 8000 MR. RATED LIFE, 2 7/16 INCH LIGHT CENTER
LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH• CONVENTIONAL HEADS SHALL BE FURNISHED WITH 165 MATT
TRAFFIC SIGNAL LAMPS RATED FOP 13C VOLT OPERATION, 175C MINIMUM INITIAL LLMRNE, BOOO MR RATED LIFE, 3 INCH LIGHT
CENTER LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING
POINTED UP,
ALL SIGNAL LENSES SMALL ED OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACI PLANE AND SPECIFICATIONS.
THE LENS DcSIGN SMALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH. A MINIMUM ABOVE THE HORIZONTAL.
THE LENS SHALL BE GLASS AND SMALL FIT IN TO A NEOPRENE GASKET IN SUCH A MAY TO RENDER THE INTERIOR OP THE LENS
AND PEFLECTOR WEATHERPROOF A"7 DUST-TIGHT. THE REFLECTOR SHALL Be ONE PIECE, ALZEK ALUMINUM CONFORMING TO
I.T.L. STANDARDS. THE OPT. .L UNIT SMALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SLAWS RAYS
EVEN AT TIMES OF THE DAY WHEN GHE SUN MAY SHINS DIRECTLY INTO THE LENS.
R-25.16121E PAINTING SIGNAL HEADS (REPLACEMENT DEC710MI
SIGNAL MEADS, INCLUDING OUTSIDE OP VISORS AND BACK OF BACK PLATES GMALL BE FINISHED WITH TWO COATS OF
FACTOR!-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE TF THE VISORS AND FRONT OF BACK PLATES SMALL BE
FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL.
9-0 1d131 KLYCARBOMATE TRAFFIC SIGNAL HEADS - DELETE
LU,16121A B INCH POLYCARBONATE TRAFFIC SIGNAL HMS - DELETE
w.,
Pogo 46 Sup Lerntel Specifications (Rev C7/15/851 ...
,�j?9.t6!31E 12 I-K PC'YCARRONATE TRAFFIC SIGNAL HEADS - DELETE
R:J9 17 SIGNAL HEM MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION]
VENCCLE AND PEDESTRIAN HERO MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS,
ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL,
P-29.�_VEMI LLE OE TECT� �o er rcNr rtrx
DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM CETECTION OPERATION, DETECTORS
SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT.
DD-29.20 PEDESTRIAN SJGNAL IREPLACEMEKr UCTIONI
PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS
SHALL DISMAY TWO SYMBOL MESSAGES, "NAND" (FOR THE DC NOT WALK MODE) IN PORTLAND ORANGE AND "MAN^ (FOR TIME WALK
MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING MADE OF
POLYCARBONATE PLASTIC, THE LENS MATERIAL SHALL BE POLYCARSONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM
AND SHALL BE PAINTED WITH TWO COATS a FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL, THE VISORS SMALL BE
FIAT BLACK IN COLOR,
9--29.20121 NEON GRID TYPE 'REPLACEMENT SECTION)
ALL NEON GRID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE. VISORS MADE OF POLYCARSONATE PLASTIC DESIGNED TO
ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO
RECESSED CONTACTS IN THE TRAN,"FOWER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TJ
OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAN"
SYMBOL OPERATING ON A 39 MATT MAX.
2:2 .21 FLASHING BEACON - DELETE
E-29.24 PYICF CABINETS LREPLACEMENT SECTIONl
THE SIGNALISTREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL
ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE CDPPEF OR BRASS, THE CABINET SHALL BE
FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE LIED FOR EXTERIOR SURFACES AND 14 GAUGE FOP
INTERIOR PANELS, DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL
BE VISIBLE OUTSIDE THE ENCLOSURE, THE CABINET DOOR SHALL BE FITTED FOR A BEST INTERNAL CX TYPE LOON. THE
CABINET SHALL HAVE VENTIV TION LOUVERS QN THE LOWER AMC UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND NAVE RAIN
TIGHT GASKETS, THt CABINET DOOR SWILL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET,
8-29.24f11 PAZNTING (REPLACEMENT 5ECTIONI
THE FINISH COAT SMALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHED
BEFORE THE BAKED ON ENAMEL IS APPLIED, THE INTERIOR FHALL BE GIVEN A FINISH COAT ff EXTERIOR GRASS OF WHITE
METAI ENAMEL,
8-28,24121 ELECTRICAL CIRCUIT BREAKERS ANC CONTACTORS IREPLACeMENJ SECTION]
THE ELFCTRIC(tL CIRCUIT BREAKERS AND CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS.
THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CASINETH
1. Win Circuit Breaker
2. Branch Cirouit Croakers
3. Utility Plup 1120 volt-20 AMP ratsdl 6,F.I, TYPE
4, Light control test switch 1120 w 1t-15 sap)
5. Contec Ur relay for each circuit
-- BUPLasrnteL Specifications (R1sv 07/15/65) Pape 47
9-29.24(21 CONTINUED
6. Double pots branch breaker (e) for Lighting circuits (240 vc It)
7. One 120 vo Lt, 20 amp sing Le pots branch breaker (for uti Lity plugs. B. Type 3-sing Le phase
120,1240 volt grounded noutraL service
9. One 120 volt 40 sop sing La pots branch breaker [signal service]
10. Coptste provisions for 16 breaker pots@
11. Nap plates phonotic block with Mite engraving except the rein breaker which shell be red witr.
whits Lettering. ALL noes plates shell be attacreo by B.S. screws,
12. Peter bass wactions are unnecessary
9-29 25 AMPLIFIER. TRANSFORMER AND TEK4IKAL CABINETS (REPVCCEMEMT SECTION:
THE POLE NO HTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE APPROD(IMATELY 10" HIGH x
S" WIDE x 4" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE ROD( SHALL BE WEATHER TIGHT,
HAVE A SINGLE DOUR WITH CONTINUOUS HINGE ON ONE SIDE AM SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL
HARDWARE WILL BE STAINLESS STEEL.
9 30,1A DUCTIL IRON PIPE (PAPTIAL REPLACEMENT §ECTICN1
PARAGRAPH is REPLACE "CLASS 53 and CLASS 50" WITH •CLASS 52"
2=30.3A GATE 1ALVEf ,LPAFTIAL RFPLACE)4ENT CECTIONI
REPLACE PARAGRAPH 1 WITH:
VALVES SHALL BE DESIGNED FOR A MINIMIi WATER OPERAIING PRESSURE OF 200 PSI. GATE VALVES SHALL BE
IONA LIST 14, MUELLER COMPANY NO. A2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY. OR RASH.
APP90VAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING.
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN B" x 24" CAST IRON GATE VALVE BCK ANC
EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT.
SEE HATER STANDARD DETAIL FOP 12" 6ATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
9-30.3E VALVE MARKER POSTE (PARTIAL PEPLACFhENT SECTION).
REPLACE PARAGRAP" 1 WITH:
VALVE RARKER POSTS SHALL BE INSTALLED AT T.1E DISCRETION (F THE CITY IN THOSE UNPAVED AREk.S WHERE THE
lop OF THE VALVE Burt COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER IATEPIALS. THE VALVE NAT.ERS
ENALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS.
9-30.5 HYDRANTS (REPLACEMENT SECTIONI
FIRE HYDFANTE SHALL BE IOyWA, -R APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING.
9-30.5A END CONNECTIONS (REPLACEMENT SECIIDN]
4YORANTF SNAIL HE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL
DESCRIPTION.
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Pogo 48 Suplaesntal. Spocifications (Rev 07/15/85) ..
d 3C.5B HY:;ANT DIMENE!ONS [PARTIAL P.�pLACEMEAT ,�.'ECTIONl
REPLACE PARAGRAPH 1 WITH:
FIRE HYDRANTS SHALL BE COREY TYPE jOPENING WITH THE PRESSURE) CONFOWING Tt AWw C-504-60 WITH A 6
INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 . :H HOSE NOZZLES WITH NATIONAL STANDARD 7 1/2
THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60
DEGREES V. THREADS, O.D. THREAD 4.675 AND ROOT DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING NUT UPENED
BY TURNING COUNTER CLOCKWISE (LEFT).
FIRE HYDRANTS SHALL BE IOWA OR APPRUVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TC 8I0 OPEN:NG.
8-30.7BI1) FOUNDATION MATERIAL CLASS 4 AIp CLA 5S B (PARTIAL REPLALENEM SECTI p+I
PARAGRAPH 1, REPLACE 1LT SENTENCE WITHs
FOUNDATION MATERIAL CLASS A AND CLASS 6 SHALL BE CRUSHED GRANULAR MATERIAL AND SHALL CONFJRM TO THE
FOLLOWING GRADATIONS WHEN TESTED IN ACCOFUANCE WITH ASTM 0422.
@_30.7[8l2 FOUNDATION MATERIAL CLASS C - DELETE
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LAIpUAW11LWL .,.4WtW4�L1aWW (WHY BZ/�a/BB� P400
ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive Item)
I. Ili]] Avenue South and South 5th Street - freeway
undercrossing and both upper and lower MH's. 320'/10" - 2 MH's
2. Renton Stadium Line (deleted).
3. Windsor Way NE between Edmonds Avenue NE and
Windsor P1 . NE. 270'/6" - 1 MH i
Note: City will have upper MH installed if required by Contractor.
4. Bronson Way NE easement line behind house 8569.
Bronson Pl . NE. 300'/6" - I MH r
Note: City will have additional M11's installed if required by Contractow ,
5. NE 9th Street from Dayton Avenue NE to
Edmonds Avenue HE• 250'/8" - 1 MH
6. Glenwood Avenue HE from NE 9th to street
curve. 550'/8" - 4 Mil's
7. Kirkland Avenue NE from NE 8th to
first MN north. 340'/B" - 2 MH's
8. Midblcck easement between Monroe Avenue NE and
_ynnwood Avenue NE from NE 7th Street to
NE loth Street. 1300'/8" - 4 hts's
9. NE 9th easement north off of 9th between
Monroe Avenue NE and Olympia Avenue NE. 160'/8" - 1 MH
10. Storm MH (deleted).
11. Midblock easement between NE 6th Street and
NE 6th Place between Monroe Avenue HE and
Olympia Avenue NE. 580'/8" - 2 MH, 1 CO
12. NE 6th Place between Index Avenue NE and
Index P1 . NE. 280'/8" - 2 MH's
b, 13. Midblock easement along public walkway easement
on NE 6th Streei extended, between Index P1 . NE
and Jefferson Avenue N-'. 250'/8" - 2 MH' s
14. Jefferson Avenue NE south from NE 16th Street
to first MH. 220'/8" - 1 MH
i
r 15. Harrington Circle NE southwest side of loop
E to north first MH, 220'/8" - 2 MH's
i
ROOT VIOVAL, TREATt'ENT AND JOINT SEALING (Additive item) Continued
16. Midblock easement between Tacoma Avenue NE l
and Shelton Avenue NE north of N. 6th Street /J
and south of N. 6th Place. 350'/8" - 3 MH's
17. NE 4tn Street - north side from Monroe Avenue
and Voc-Tec Admin. Building. 700'/8" - 3 MH's Dcf'f �4
18. Rear lot easement - south (behind) side of
homes facinq Grandy Way S. and west (behind)
side of houses facing Bronson Way NE.
401 Grandy Way S. to 349 Bronson Way NE and
west to MH in rear of 411 Grandy Way NE. 650'/6" - 2 M11' s '
19. Edmonds Avenue NE from SW 7th Street to
south first MH. 370'/8" - 2 MH' s
20. NE 8th P1 . from NE 8th Street (just east of
Aberdeen Ave. NE) to Camas Ave. NL. 600'/8" - 4 MH's
21. From rear let easement Sewer Line N18 above -
Grandy Way NE. easterly of i-405. From
411 Grandy ':ay NE to 4S4 Grandy Way NE. 580'/6" and 8" - 5 MH' s
22. NE 9th Street from Edmonds Ave. NE to
Ferndale Ave. NE. 250'/8" - 2 MH' s
23. Kirkland Ave. NE from NE 18th Street to
Hillcrest curve. 425'/8" - 3 MH' s
24. Midblock easement from NE 14th Street
and Pierce Ave. NE to MH in rear of
3507 Sunset Blvd. (behind City Reservoir
site) . 220'/8" - 2 MH's
25. NE loth Street from Edmonds Ave. NE and
first clean-out. 200'/8" - I MH, I CO
26. Shattuck Avenue S. from Bush Pl . So. , north
to next MH. 450'/R" - 2 MH' s
27. Midblock easement from Ferndale Ave. SE to
midblock CO behind 1740 Beacon Way SE to
MH at 1719 Ferndale Ave. NE. 170'/8" - 1 MH, 1 CO
28. Midblock easement from Glenwood Ave. SE to
Index Ct. SE. MH at )704 Glenwood SE to
MH at 1620 Index Ct. SE. 300'/8" - 2 MN's
29. Midblock easement from Sunse. Blvd. SW to
Stevens Ave. SW. south of Langston Ave. SW.
ti. From Shell Station westerly and up to
306 Stevens Ave. SW. 800'/6" - 4 MH's
d
ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive Item) Continued
30. NE 6Lh Street from Queen Ave. NE to
Power R/W. 49"/8" - 2 MH's
31. Sunset Blvd. NE from Harrington Ave. NE to
N.E. 12th St. - Southeast side of street. 2,200'/8" - 6 MH's
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TECHNICAL PROVISIONS
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CITY OF RENTON
1987 - CBD SEWER SYSTEM
SANITARY SEWER TV INSPECTION
SEWER GROUTING,
ROOT REMOVAL AND TREATMENT
SPECIAL PROVISIONS
SANITARY SEWER IN-LINE JOINT TESTING
The Contractor shall test each pipe joint with an approved compressed air-
powered in-line two-cuff test unit. The test unit shall expand and isolate
each joint and compressed air testing of each joint will be accomplished. The
test shall be observed for 15 seconds with a test pressure of 6 PSIG over any
ground water pressure. A pressure crop of 2 PSI during the test cycle shall
Indicate a failed joint.
The unit price per each for Sanitary Sewer In-Line. Joint Testing shall on full
compensation for all labor, materials and equipment necessary for setup,
traffic control, compressed air and all Incidental costs.
SANITARY SEWER IN-LINE 30INT SEALING
The Contractor shall joint seal or grout each failed joint or crack with an
approved sealant and in-line two-cuff injection unit. The injection unit shall
expand and isolate each joint or crack segment and the joint sealant injected.
The joint sealant shall be 3M CR-250 Grout or approved equal. Approval for
other joint sealant must be secured from the Engineer prior to the bid
opening. Excess grout protruding into the sanitary sewer will be removed, when
in the opinion of the Engineer, sewer capacity will be reduced or cause future
maintenance problems, will be removed by the Contractor. The unit price peer
each joint for Sanitary Sewer In_Line Joint Sealing shall be full compensation
for all labor, materials and equipment for setup, traffic control, video
monitoring, grouting or sealant material, installation of grout/sealant and all
incidental costs. A single orifice packer shall be used.
SANITARY SEWER FLUSHING
Before any other .. rk, the sanitary sewers shall be flushed with high pressure
water flush equipment. The flushing shall be done flushing from the downstream
end, going upstream. The flushing equipment shall provide a flushing water
pressure of 1200 PSI. The outlet out of the downstream manhole shall be
screened to catch flushud debris which shall be removed. The City will provide
water.
The unit price per linear foot for sanitary sewer flushing shall be full compen-
sation for all labor and equipment necessary for sanitary sewer flushing,
.� setup, traffic control, sewer debris removal and incidental costs. Sewer
debris disposal shall be paid on a separate pay item.
Technical Provisions Cont.
SANITARY SEWER TV INSPECTION
The Contractor shall provide TV inspection video recording tapes of the
Sewer Television inspection, or sewer television during the sanitary sewer
joint testing and grouting work. The Contractor shall record the video
tapes on video equipment compatible to the City's VHS TV
player. The Contractor shall provide the video tapes, tape box and index
each tape on its boxes binder• The Contractor shal. complete the TV Log
Sheet (see standard drawings) noting any pipe failures or deficiencies.
The unit price per linear foot for Sanitary Sewer TV Inspection shall be
f 11 compensation for all labor, equipment and materials necessary for set-
tA�, traffic control , video recording, providing video tapes and all inci-
dental costs.
SANITARY SEWER DEBRIS REMOVAL AND STORM SEWER DEBRIS REMOVAL
The Contractor shall collect all removed sanitary sewer flushing debris and
dispose of this material in an approved disposal site.
The unit price per ton for Sanitary Sewe, Debris Removal shall be full comp-
ensation for all labor, equipment, materials for setup, traffic control ,
drying, weighing, dump fees, waste hole excavation and backfilling.
The unit price per cubic yard for Storm Sewer Debris Removal shall be full
compensation for all labor, equipment, materials for setup, traffic control ,
drying and dump fees, wastehole excavation and backfilling.
ROOT TREATMENT
Where roots are discovered in a pipeline section, the roots shall be removed
by thq Contractor prior to chemical grouting, Root removal shall entail
treatment with Vaporooter Sanafoam, a herbicide by General Chemical Co. of
Salem Oregon. This removal/treatment shall be performed a minimum of 30
days prior to mechanical removal and joint sealing with chemical grout.
In pipeline sections with roots, a root inhibiting grout additive shall be
used: Dichlorobenzonitrile in a concentration not less than 20 ppm in the
grout gel . Manholes shall be treated and incidental to the sewer pipeline
treatment,
MANHOLE SEALING
- Manholes shall be sealed with 3-M CR-250 grout by holes either penetrating
the manhole wall or the surface road. After grouting all PCC surfaces
penetrated shall be grouted with non-shriek PLC grout - "Master Builders" or
approved equal . Asphaltic road surfaces shall be patched with fill depth
AC Hot Mix in accordance with the Standard Spec. All AC joints will be hot
tar sealed.
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31A7-s Affida eit of Publication
City of Renton
Sanitary Sewer
PV Inspection, Etc.
Bid Date:March 30 _ STATE OF WASHINGTON
RENT- CITYOFON KING COUNTY—SS.
CALL FOR BIDS
1988_Weal Hi11 Sewer 3 tam
SANITARY
INSPECIIION�
SEWER GROUTING.
ROUTI G. The undersigned, on oath states that he is an
ROOTREMOVAAND TREATMENT authorized representative of The Daily Journal of Commerce,
Sealed bids will be received a daily newspaper, which newspaper is a legal newspaper
until 2:30 p. m., MARCH 30, of general :irculation and it is now and has been for more
1988 at the City Clerk's office
and will be ned and publicly than six months prior to the date of publication hereinafter
read in the floor conference refered ta, published in the English language continuously
room,Renton Municipal Build.
in 200 Mill Avenue bout'.. as a daily newspaper in Seattle, King County, Washington,
The work to be performed and it is now and during all of said time was printed in an
within 90 working ys from office maintained at the aforesaid place of publication of
the date of commencement un-
der this contract shall include, this newspaper. The Daily Journal of Commerce was on the
byt not be limited to: 12th day of June, 1941, approved as a legal newspaper by
Sanitary.sewer flushing is the Superior Court of Kin County.
line TV inspection, in-line Pe g Ty•
yanitary sewer gro�u� tit ofa -
roxtmatei 25.000 1. . of t�. The notice in the exact form annexed. was published in
"k 19-sanityary—Bawer main in regular issues of The Dail Journal of Commerce, which was
Schedule y —Base Bid. Y
Sanitary sewer cleaning, regularly distributed to its subscribers during the below
rout removal and treatment
with root growth inhibitingg st, ed period. The annexed notice, a ..........................................
ggrout approximately Wo 1.
f.of 8i'sewer pipe in Schedule
9—Additive Alternate. ».......•...-._-
......w{iE- C.:...e ...-S3E4...(.@1�................._...--.............
The City reserves the right to
elect any and/or all bids and to .............................................................................................................._..
waive any and/or all informal i- µ,me published on ......
ties. P "reil �i y' ....14 .............................
Appmaed plans and specifi-
cationsand form of contract ................................. .._._....__--..._.._................_....................................
documents may be obtained at
the Public Works Department ........................_.._.._._...........r.....a._....-....._.-.....`....._.......................
...
office at the Renton MuniclpaI
gulldinng_g for a non-refundable
tee of$25.00 each set plus$5.00 ,
to cover postage,if mailed.
Acertified cbeck or bid:and ........._......». »....... ._........................................
15 the amount of five percent bed and sworn to before me on
bid of the total amount o.each
bid must y's Fair
Pr each bid.
The iscri Faar Practices and
Nan-Dlserimination Policies .-»....»--••--•.».-.-.---•• of =�--g�--�fJ •-••••••••••••••-••-•••-••--••••••--••
shall apply.E.MOTOR, 7 �t,t.
CMitti Clerk. ....._....,K '.K..'i?.1.11L:K... . ..._ ......., .`_............_.
Dates of publication in the Se- otary Prbile for tl In
or washin top.
attle Daily Journai of Cont- *406"M meet"
meme,Man:h 2 and 9, 1988.
(3107-B)
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ouna� omxnerce
Box 11050, Seattle, WA 98111. Phone (206) 622-827,
Date. March.9;. .1988. . ... .
C'ry of Renton
Office of City Clerk
200 Mill Ave. S.
Renton, Wa. 98055
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Notice of Bid Call 3107-B
Sanitary Sewer TV
lnspection, etc.
60 lines @ 1.10 per line 66.00
60 lines @ 1.00 per line 60.00 1-126.00
Published March 2, 9, 1988
I
Please include Account Number %ilh Pa�menl
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ENDING
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