HomeMy WebLinkAboutSWP272120(1) (2) c �(2� c�
AWARDED Contract No. CAG
DATE
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BID PROPOSAL & SPECIFICATIONS
FOR
1
1
1-405 STORM
1
DRAIN CROSSING
1
NORTH OF N.E. 44TH ST.
1
1
1
1
I CITY OF RENTON
PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING, 200 MILL AVE. S.
RENTON, WASH. 98055 • (206) 235-2631
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'PUBLICATION
City of Renton
Storm Drain Project '
Bid Date,June 30
CITY OF RENTON
CALL FOR BIDS '
I-405 Storm Drain Crossing
(North of N. E.44th Street)
Sealed bids will be received
until 2:30 p. m., JUNE 30, 1987
at the City Clerk's Office and
will be opened and publicly ,
read in the 4th Floor Con
ference Room, Renton Munici-
pal Building, 200 Mill Ave.
South.
The work to be performed '
within 45 working days from
the date of commencement un-
der this contract shall include,
but not be limited to:
Installation of approx-
imately 200 linear feet of 48 '
casingI 2" linear feet Treat-
ment , 79" X 49" Structural
Steel Pipe 0.79" thick, and
appurtenances, and complete
restoration as set forth in the
Design drawings and Specifi-
cations.
The City reserves the right to
reject any and/or all bids and to
waive any and/or all informali-
ties. '
' Approved Plans and Specifi-
cations 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$35.00 each set plus$5.00
to cover postage, if mailed.The
mailing charge will not be re-
funded.
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 appl
MAXINi-E.MOTOR,
City Clerk.
Dates of publication in the
Seattle Daily Journal of Com-
merce,June 16 and 23,(4630-B) '
CITY OF RENTON
' I-405 Storm Drain Crossing
(North of N.E. 44th Street)
INDEX
' Summary of Fair Practices/Affirmative Action � Y Program, City of Renton
9
Scope of Work
Vicinity Map
Instructions to bidder
Call for Bids
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
*Certification of EEO Report
*Minority and Womens 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
*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
Supplemental Provisions
Special Provisions
Standard Plans
' Documents marked * above must be executed b the Contractor President d
y , an
Vice-President or 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
EXHIBIT "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 assure equal employ-
ment opportunity to all persons regardless of race; creed; color;
ethnicity; national origin; sex; 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 forth in
1 federal, state and local lams. All departments of the City of
Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - All activities relating to employ-
ment such as recruitment, selection, promotion, termination
and training shall 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.
1 (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate fully with all organizations and
commissions organized to promote fair practices and equal
opportunity in employment.
(3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative
Action Program will be maintained to facilitate equitable
representation within the City workforce and to assure
equal employment 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 set forth by this program. Corrective
employment programs may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departments in which a protected class of employees
is under-represented.
(4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and
suppliers conducting business with the City of Renton
shall affirm and subscribe to the Fair Practices and Non-
Discrimination policies set forth by law and in the
Affirmative Action Program.
Copies of this policy shall be distributed to all City employees,
shall 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 2nd day of June 1980.
CITY OF RENTON: RENTON CITY COUNCIL:
S��4 ��J7 &;,�
Mayor Council President
Attest:
Issued: July 10, 1972
Revised: February 9, 1976
City Clem( /�— Revised: June 2, 1980
CITY OF RENTON
I-405 Storm Drain Crossing
' (North of N.E. 44th Street)
1 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, storm sewer pipe,
manholes, grading, paving, and complete restoration of all surface material
Iso as not to be a visual detraction. All work shall be as set forth in the
1 design drawings and Specifications.
Any contractor connected with this project shall comply with all Federal ,
State, County and City codes or regulations applicable to such work and
perform the work in accordance with the plans and Specifications of this
' contract document.
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� CI['1'_I�CILI�ItZ_ �_IITI II_�_ �rrrrrl� 1 CITY OF R E N T O N
{ � _(rLfIIITI 3Oy �1J1llJ 5T DEPARTMENT OF PUBLIC WORKS
40 41 4L 05' °4 I- 4 STOQM DRAIN
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L79 GH[CXtD
INSTRUCTIONS TO BIDDERS
1 . Sealed bids for this proposal will be received by the City of Renton at the
office of the Renton City Clerk, Renton City Hall , until 2:00 o' clock p.m. ,
on the date specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
1 No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
2. The work to be done is shown on the plans. Quantities are understood to
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 examined and copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price for any item must include the performance of all work
necessary for completion of that item as described in the specifications .
5. The bid price shall be stated in terms of the units indicated and as to a
total amount. In the event of errors , the unit price bid will govern.
Illegible figures will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive inform-
alities if it is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the City of Renton in an amount not less than
5% of the total amount of the bid shall accompany each bid proposal . Checks
will be returned to unsuccessful bidders immediately following the decision
1 as to award of contract. The check of the successful bidder will be
returned provided he enters into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail , or refuse
to do so, the check shall be forfeited to the City of Renton as liquidated
damage for such failure.
8. All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on particular
points.
9. The bidder shall , upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
1 Rev. 7/15/81
City of Renton Call for Bids
' I-405 Storm Drain Crossing
(North of N.E. 44th Street)
Sealed bids will be received until 2:30 p.m. , June 30, 1987 at the City
Clerk' s office and will be opened and publicly read in the 4th Floor
Conference Room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 45 working days from the date of commencement
under this contract shall include, but not be limited to:
Installation of approximately 200 linear feet of 48" casing, 238 linear feet
Treatment 5, 79" x 49" Structural Steel Pipe 0.79" thick, and appurtenances,
and complete restoration as set forth in the Design drawings and
Specifications.
' The City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
Approved Plans and Specifications and form of contract documents may be
obtained at the Public Works Department office at the Renton Municipal
Building for a non-refundable fee of $35.00 each set plus $5.00 to cover
postage , if mailed. The mailing charge will not be refunded.
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: June 16 and 23, 1987
' Account No. 51226
Daily Journal of Commerce: June 16 and 23, 1987
CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY
Name of Prime Contractor ProDect Name
INSTRUCTIONS
This certification is required pursuant to Federal Executive Order 11246. The implementing rules and
Lregulations 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.
he City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices
Policy," as implemented by an "Affirmative Action Program" therein 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 mental handicap; age or
Iarital 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 aforementioned provisions shall not apply to contracts or subcontracts for standard
commercial suppliers or raw materials or firms or organizations with less than eight employees or
contracts of less than $10,000 business per annum with the City.
when the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by
the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority
employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and
Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is
available for review at the Municipal Building.
'The undersigned contractor therefore covenants, stipulates and agrees that during the performance of
This contract he will not discriminate against any person in hiring, promoting, discharging, compen-
sating or any other term or condition of employment, by reason of such person's status, reference
the (11) categories listed in para. 2 above.
tcith
ontractor further agrees that he will take affirmative and continuous action to insure full compliance
such policy and program in all respects; it being strictly understood and agreed that failure to
comply with any of the terms of said provisions shall be and constitute a material breach of this
contract.
(Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all
information and reports required by the City to determine whether full compliance has been made by the
contractor with said policy and program and contractor will permit access to his books, records and
ccounts by the City for the purpose of investigation to ascertain such compliance.
contractor further acknowledges that he has received a true and complete copy of the City's "Fair
Practices Policy."
Contract Identification Number
CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER
1 NAME:
ADDRESS:
REPRESENTATIVES:
TITLE: PHONE:
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 best of my knowledge and belief.
' Name and Title of Signer (please type or print)
Signature Date
Reviewed by City Authority: Date:
Rev. 1/31/83
CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
ICertification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
' The bidder , proposed subcontractor hereby certifies that he has
has not , participated in a previous contract or subcontract subject to they
equal opportunity clause, as required by Executive Orders 10925, 11114 or
11246, and that he has , has not , filed with the Joint Reporting
Committee the Director of the Office of Federal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
' (Company)
By.
(Title)
Date:
Note: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be
' submitted by bidders and proposed subcontractors only in connection with
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
the award of contracts and subcontracts unless such contractor submits a
report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
Rev. 4/83
' PUBLIC WORK OR IMPROVEMENT
PARTICIPATION CERTIFICATION: REF. RCW 35.22.650
CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (MBE)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
1 members. Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the term "minority business" means a business at
least fifty-one percent of which is owned by minority group members. Minority
group members include, but are not limited to blacks, women, native Americans,
Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submission
of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
Certifies that:
Name of Bidder
1 (a) it (does) (does not) intend to sublet a portion of the contract work and
(has) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
' (b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
MBE Min. Gr. W'KBE
1. ❑ ❑
(Name of Firm, Bid Item, Results of Contacts) 0 El
2.
3. ❑ ❑
4. El ❑
5. ❑ ❑
Mr./Ms. has been designated as
the liaison officer for the administration of the minority business enterprise
program for this firm.
' CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement:
a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than $10,000."
Company Date
BY
Title
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 subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
' Company Date
BY:
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
r3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
Company Date
' BY:
Title
Rev. 9/9/75
City of Renton
Combined Affidavit 6 Certification Fors:
Non-Collusion,Anti-Trust. and Minimum Wage
(Non-Federal Aid)
NON-COLLUSION AFFIDAVIT
' Being duly sworn, deposes and says, that he is the identical person who submitted
the foregoing proposal or bid, and that such bid is genuine and not sham or col-
lusive or made in the interest or on behalf of any person not therein named, and
further, that the deponent has not directly induced or solicited any other Bidder
on the foregoing work or equipment to put in a sham bid, or any other person or
corporation to refrain from bidding, and that deponent has not in any manner
sought by collusion to secure to himself or to any other person any advantage
over other Bidder or Bidders.
AND
CERTIFICATION RE: ASSIGNMENT OF
ANTI-TRUST CLAIMS TO PURCHASER
Vendor and purchaser recognize that in actual economic practice overcharges
resulting from anti-trust violations are in fact usually borne by the purchaser.
Therefore, vendor hereby assigns to purchaser any and all claims for such over-
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 event establishing the
' price under this order or contract. In addition, vendor warrants and represents
that each of his suppliers and subcontractors shall assign any and all such
claims to purchaser, subject to the aforementioned exception.
AND
MINIMUM WAGE AFFIDAVIT FORM
I , the undersigned, having been duly sworn, deposed, say and certify that in
connection with the performance of the work of this project, I will pay each
classification of laborer, workman, or mechanic employed in the performance
of such work; not less than the prevailing rate of wage or not less than the
' minimum rate of wages as specified in the principal contract; that I have read
the above and foregoing statement and certificate, know the contents thereof
and the substance as set forth therein is true to my knowledge and belief.
FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER
AND MINIMUM WAGE AFFIDAVIT
Name of Project
Name of Bidder's Firm
Signature of Authorized Representative of Bidder
Subscribed and sworn to before me on this day of
19
Notary Public in and for the State
of Washington
Residing at
BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of $ which amount is not less than five
' percent of the total bid.
Sign Here
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
Dollars, for the payment
' of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
rObligee; 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 and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF 19
' Principal
Surety
19
' Received return of deposit in the sum of $
' PROPOSAL
' TO THE CITY OF RENTON
RENTON, WASHINGTON
' Gentlemen:
The undersigned hereby certif that has examined the site of the
proposed work and ha read and thoroughly understand the plans,
specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
' thereof as can be 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 items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures. )
Signature
Address
Names of Members of Partnership:
r
r
OR
Name of President of Corporation
rName of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at
i
1 .
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SCHEDULE OF PRICES
1.
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1
iALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED
iTO VALIDATE BID.
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1
1
1
I-405 Storm Drain Crossing
1
SCHEDULE OF PRICES
(NOTE: Unit prices for ailitems, all extentions and total arnount or bid
1 must be shown. Show unit prices in both worTls and figures and where
conflict occurs the written or typed words shall prevaiI.)
ITEM 'APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in 6VorYls) DOLLARS CTS. DOLLARS CTS.
SCHEDULE "A"
O1. 1 Mobilization
Lump Sum
1 $ $
Per Lump Sum (words) (Figures)
1 02. 2 Catch Basin, Type II-120"
Each
1 Per Each $
03. 210 Steel Casing, 48" Diameter
Linear Foot
i $
Per Linear Foot
04. 200 Jacking or Augering
1 Linear Foot
1 Per Linear Foot
05. 238 79" x 4911 Arch Pipe
' Linear Foot Treatment 5
E �
1 Per Linear Foot
06. 3 Concrete Class Ax for Headwalls
1 Cubic Yards
Per Cubic Yards
1
1
i
1 Page - 1
I-405 Storm Drain Crossing
SCHEDULE OF PRICES
(NOTE: Unit prices for all 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. DOLLARS CTS.
' SCHEDULE "A"
07. 100 Crushed Surfacing Top Course
Tons
' $ $ $
Per Tons (Words) (Figures)
' 08. 55 Asphalt Concrete Class 8
Tons
' $ $ $
Per Tons
' 09. 75 Riprap
Tons
Per Tons
10. 40 Gravel Backfill for Filter
Tons
' Per Tons
11. 90 Gravel Backfill for Pipe Bedding
' Tons
$ $ $
' Per Tons
12. 1 Bankrun Gravel for Trench Backfill
Lump Sum
Per Lump Sum
t13. 1 Brick Weir
Lump Sum
' $ $ $
Per Lump Sum
' Page - 2
I-405 Storm Drain Crossing
SCHEDULE OF PRICES
(NOTE: Unit prices for all 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. DOLLARS CTS.
' SCHEDULE "A"
14. 1 Finish and Cleanup
Lump Sum
$ $ $
Per Lump Sum (Words) (Figures)
' Total Schedule "All
' Page - 3
SCHEDULE OF PRICES
(Note: Unit prices for all items, all extensions and total amount of
' bid must be shown. Shur unit pricer in both words and figures
and whore conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be written in Words DOLLARS CTS. DOLLARS CTS.
THE ERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCIION WORK ON THIS PROJECT, I
AWARDED HIM. NO LA ER THAN TEN (10) DAYS AFTER FINAL DECUTION AND TO CCMPLETE WITHIN
WORKING DAYS AITER STARTING CONSTRUCTION.
DATED T THIS DAY 0 . 198
ACKNO EDGEMENT OF RECEIPT OF ADDENDA:
NO. ATE
NO DATE
NO DATE
SIGNED
TITLE
NAME OF COMPANY
ADDRESS
CITY/STATE/ZIP
TELEPHONE
CITY OF RENTON STATE CONTRACTO S
BUSINES3 LICENSE # LICENSE #
BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned
as principal , and corporation organized
' and existing under the laws of the State of as a surety
corporation, and qualified under the laws of the State of Washington to become surety
upon bonds of contractors with municipal corporations, as surety are jointly and
severally held and firmly bound to the City of Renton in the penal sum of
' $ for the payment of which sum on demand we bind 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 principal has accepted, or is about to accept, the said contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth;
' NOW, THEREFORE, if the said
shall faithfully perform all of the provisions of said contract in the manner and within
the time therein set forth, or within such extensions of time as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and 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 occasioned to any person or property by reason of any care-
lessness or negligence on the part of said principal , or any subcontractor in the per-
formance of said work, and shall indemnify and hold the City of Renton harmless from
' any damage or expense by reason of failure of performance as specified in said con-
tract or from defects appearing or developing in the material or workmanship provided
or performed under said contract within a period of one year after its acceptance thereof
' by the City of Renton, then and in that event this obligation shall be void; but other-
wise it shall be and remain in full force and effect.
' Revised: 8/16/83
1 of 7
' CONTRACTS OTHER THAN FEDERAL-AID FHWA
' THIS AGREEMENT, made and entered into this day of , 199
by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and
hereinafter referred to as "CONTRACTOR. "
1 WITNESSETH:
' 1 ) The Contractor shall within the time stipulated, (to-wit: within
working days from date of commencement hereof as required by the Contract,
' of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in connection with the City's Project (identified as No.
for improvement by construction and installation of:
' All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications, including any and all addenda issued by the City and all
other documents hereinafter enumerated, and in full compliance with all
applicable codes, ordinances and regulations of the City of Renton and
' any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
' appliances , machines , tools, equipment and services shall be furnished
Contracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety of its
' intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
' any provision of the Contract shall cease and satisfactory arrangement
' for the correction thereof be made, this Contract, shall , upon the
expiration of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
' surety shall have the right to take over and perform the Contract,
provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not 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
1 liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances , equipment, plants
and other properties belonging to the Contractor as may be on site of
the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
' Contracts Other Than Federal-Aid FHWA 5 of 7
' 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 .
' 7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than working days
from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
' agreed that the damages to the City occasioned by said delay will be
the sum of
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
8) Neither the final certificate of payment nor any provision in the
Contract nor partial or entire use of any installation provided for by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resulting therefrom which
' shall appear within the period of one (1 ) year from the date of final
acceptance of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be
Contracts Other Than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
' his hand and seal the day and year first above-written.
' CONTRACTOR CITY OF RENTON
President/Partner/Owner Mayor
ATTEST:
Secretary City Clerk
' d/b/a
Firm Name
Individual Partnership
Corporation A — Corporation
State of Incorporation
1
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.
CONTRACTOR/SUBCONTRACTOR Y
1 REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT Month: Year:
♦ UL i
o be submitted to the City's Project � Goals and Timetables as committed
ngineer during the lst week of following in Contractor's Affirmative
month while contract is in progress. Prime �IN Action Plan %
ntractor is responsible for obtaining and or per City's Plan 9.1 °
ubmittin all Subcontractor Reports.
To: (Name and location of Compliance Agency Dept.) From: (Name and location of contractor)
This report is required by Executive Order 11246, Section 203. Failure to report can
esult in sanctions which include suspension, termination, cancellations or debarment of
contract.
2• 3. 4. % 5. 6.
wino- Total Total
Work Hours of Employment (See footnote) rity number number
of of
Classi a• . * c. * (I. * e. 1 . K/h °f minors Employ.
fiea- His- Amer. Asian/ Total total Employ- ees
Company's Name (I.D. ) Trade tions Total Black panic Indian Pacific Fe- wA ees
Island Male
C
A
Tr
C
A
Tr
ML
Tr
A
Tr
C
A
A
T
low
T
C
Tr
LTr
7. Company Cfficial's Signature an 1 e 8. D a te7 S ned ig 9. Telephone Number
(Include Area Code)
ei11/77 (*Males & Females, **Minorities & Non-minorities) Page of
7/80 (Submittal Requirements & City' s Goals/Timetables)
1
�WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : CEMENT MAS CNS
,OCATION : KING CCUNTY (THAT PORTION NORTH OF A STRAIGHT LINE ON 190TH
STREET SW WHERE IT STARTS AT THE PUGET SOUND AND
EXTENDS EAST TO THE COUNTY LINE ) .
FRINGE BENEFITS
' HEALTH AND WELFARE - 1 . 60 $ /HR.
PENS ION 1 . 75 $ /HR .
TRAINING FUND . 10 $/HR.
WAGE RATES
0CC U P A T IDP1 OCC UPAT I ON STATE
CODE DESCPI PT ION RATC
GROUP 1
090-0266 APPLICATION OF SEALING COMPLUND 13. 16
090-0210 CONCRETE PAVING 13 . 16
090-0240 CURB AND GUTTER 18 . 16
090-0230 CURING CCNCRETE 13. 16
090-0220 PATCHING CONCRETE 18. 16
090-0250 SIDEWALKS 18 . 10
GROUP 1A
' 09G-LC15 CEMENT M4SCN - BUILDING G&4ERAL 17. 86
GROUP ILI
090-0010 CEMENT MASON --
GROUP 2
090-0350 CCMPOSITIGN .MASTIC 18 . 4+1
090-0310 FINISH COLORED CONCRETE 18 . 41
390-0075 GRINDER . HAND POWERED 13. 41
090-037C, GUNITE NCZZLEMAN 18. 41
090-0290 POWER TOOLS (GR.INDERS AND ALL OTHERS) 18 . 41
GROUP 2A
090-0330 APPLICATION OF UNDERLAYMENT i8. 11
090-028G CCNCRETE SAW ( SELF POWERED ) 18 . 11
' CITY OF RENTON
SUNSET 3LVD. NE -- PHASE II
I-435 TO PARK AVE . NE
1 STREET IMPROVEMENTS
PAGE 1
IWY—R321320-AA PREVAILliNG MINIMUM HOURLY WAGE RATES APRIL 15 , 1987
OCCUPATION: C&MENT MASONS
�OCATION : KING CCUNTY ( THAT PORTION NORTH CF A STRAIGHT LINE ON 190TH
STREET SW WHERE IT STARTS AT THE PUGET SOUND AND
EXTENDS EAST TO THE COUNTY LINE) .
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
GROUP 2,+
09G-0363 EPDXY 18. 11
-?90=0270 PLASTIC 13. ii
09G— ,3r0 SANDBLASTI1JG AR:CHITECTUAL FINISH 18 . 11
J90 G-320 TUNNEL WCRI(EPS 18 . 11
GROUP 3
:)90— )340 TROWEL MACHINE ON COLCRED SLABS, 19.66
CCIAPOSITICN OR KaLMAN FLOORS
OTHER
090-9091 STATE : : OVERTIME : ALL HOURS WORKED IN EXCESS
OF A HOURS PER DAY OR 40 HOURS PER WEEK MON—
THRU FR I ANO ALL HOURS :4ORKED ON SAT URDAY( EX—
' CEP7 FOR ;`MAKE—UP DAYS ) SHALL BE PAID AT ONE
AND ONE HALF TIMES THE REGULAR RATE OF PAY.
ALL HOURS "ORKED ON SUNDAYS AND HOLIDAY SHALL
BE PAID AT DOUBLE: THE REGULAR RATE OF PAY.
096-9100 STATE : HOLIDAYS NEii YEARS DAY, MEM0RIAL
DAY , 4TH OF JULY , LABOR DAY, THANKSGIVL•NG
DAY, FRIDAY AND SATURDAY AFTER THANKSvIVI+'4G
DAY AND CFR I STMAS DAY .
' CITY OF REiNTON
SUNSET BLVD. 14 E -- PHASE I I
I-4^5 TO PARK AVE. NE
' STREET iMPR0VEMENTS
PAGE 2
I
IWY—R32320-44 PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: CEMENT MASONS
�OCATION : CLALLA^^, GRAYS HARBOR, JEFFERSON, KING ( THAT PORTION SOUTH OF
AN EAST—WEST LINE ON 190TH ST. S. W . WHERE IT STARTS AT THE PUGET
SCUND AND EXTENDS EAST TO THE COUNTY LINE) , KITSAP, LEWIS , MASON,
PACIFIC ( THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED WEST TO THE PACIFIC OCEAN) , PIERCE AND THUR STON
CCUNTIES .
FRINGE BENEFITS
' HEALTH AND WELFARE 1 .60 $/HR.
PENSION 1 .75 $/HR.
TR^, INING FUND . 10 $/HR.
WAGE R4TFS
O�,CUPATI3N OCCUPATION STATE
COuE DESCRIPTION RATE
GROUP 1
39:0-026O APPLICATION OF SEALING C Oi'-1PCUND 18 . 16
090-1)21D CCNCkETE PAVING 18. 16
J90—C2.43 CURB AND GUTTER 18 . 16
' 090—G23? CURING CCNCRE70E 18. 16
390—C,2_2C PATCHING CONCRETE 18. 16
Cj90-0253 SIDEWALKS i8. 16
GROUP 1A
090— C15 CEMENT 'MASON — BUILDING GENERAL 17. 86
GROUP id
09^-0C1;j LEAENT MASON --
GROUP 2
090—C350 CCMPOSITION MASTIC i8 . 11
390-0310 FINISH CCLCRED CONCRETE 18. 11
090-0075 GRINDER , HAND POWERED 18 . 11
3 90-0'37'Q GUNITE NOZLLEMAN 18 . i1
090—G290 POWER TCCLS (GRINDERS AND ALL OTHERS ) 18. 11
09 —3190 POWER TROWEL MACHINE 18. 11
CITY OF RFNTGN
SUNSET E3LVD. NE -- PHASE I I
I-4'?5 TO PARK AVE ' NE
' STREET 1MPROVFMENTS
P4GE 3
IWY-R32320-AA PREVAILING (MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : CEMENT MASONS
�OCATION : CLALLA+M. GRAYS HAR30R, JEFFERSON, KING ( THAT PORTION SOUTH OF
AN EAST-fAEST LINE ON 190TH ST . S. W . WHERE IT STARTS AT THE PUGET
' SGUNO A140 EXTENDS EAST TO THE COUNTY LINE) , KITSAP, LEWIS, MASON,
PACIFIC ( THAT PORTION NORTH OF WANK IAKUM COUNTY NORTHERN BOUNDARY
EXTENDED WEST TO THE PACIFIC OCEAN ) , PIERCE AND THURSTON
CCUINTIES.
' WAGE RATES
OC C U PAT I uDkl OCCUPATION STATE
CODE DESCRIPTION RATE
GROUP 2,1
APPLICATION OF UNDERLAYMENT 18. 11
0190-C28) CONCRETE S4W ( SELF POWERED ) 18 . 11
' 090-036) EPDXY 18 . 11
090-0 270 PLASTIC 18. 11
090-C300 SANDBLASTING ARCHITECTUAL FINISH 13 . 11
090-0132? TUNNEL WCRKERS 18 . 11
GROUP 3
090-3341 TROWEL MACHINE ON COLORED jLAi3S , 19. 66
COMPOSITION OR. KALMAN FLOORS
OTHER
Q90-9 ;95 OVERTIME-ALL HOURS 'AORKED IN EXCESS OF 3 HOUR
S PER DAY OR 4G HOURS PER WEEK MONDAY THRU FR
[ DAY AAD ALL HOURS WORKED ON SATURDAY ( EXCEPT
FOR '4AKc-UP DAYS) SHALL ba" PAID AT ONE AND 0
' NE HALF TIMES THE REGULAR RATE OF PAY. ALL HC
URS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE P
AID AT DOUBLE THE REGULAR RATE OF PAY.
090-91n0 STATE : HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY , LABOR DAY , THANKSGIVING
DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING
DAY AND CHRISTMAS DAY,
CITY OF RENTON
SUNSET 3LVD. NE -- PHASE II
1-4 0-5 TO PARK AVE . NE
' STREET IMPROVENENTS
PAGE 4
I
IWY—R32320—AA PREVAILING AINI MUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: FENCE ✓=RECTCRS AND FENCE LABORERS
'OCATION : CL.4Li_AP, GRAYS HARBOR, ISLAND, JEFFERSON , KING, KITSAP , LEWIS,
MASON . PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT ,
SN0 iO,wi I SH, THURST CN, WH ATCLM COUNTIES, AND YAKI MA COUNTY (THAT
PCRTION LYING WEST OF THE 120TH MERIDIAN ) .
FRINGE BENEFITS
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
250-0C10 FENCE ERECTOR 13 .00
250—CO2 FENCE LABORER 10 .95
' CITY OF RENT;;!
SUNSET 3LVU. NE -- PHASE II
I-4 c5 TO P4RK' AVE . NE
' STREET IMPROVEMENTS
' PAGE 7
1
'WY-R32320-AA PREVAILING EMI NI i'lUM HOURLY WAGE RATES APRIL 15 , 1987
OCCUPATION : FLAGGERS
'OCATION : CLALLAV, GRAYS HARBOR , ISLAND, JEFFERSON, KING, KITSAP , LEWIS,
MASON . PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT ,
SNOHOMISH, THURSTON, WHATCCM COUNTIES, AND YAKIMA COUNTY ( THAT
PCRTION LYING WEST OF THE 120TH MERIDIAN ) .
FRINGE BENEFITS
T 1TAL HnUR LY BENEFITS 3 .43 $/HR.
' WAGE RATES
' OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
260-CCI FLAGGE2 10 78
' 260-0020 FLAGMEN --
OTHER
' 260-0 STATE: OVERTIME-ALL HOURS IN EXCESS OF 8
HCURS PER CAY OR 40 HOURS PER WEEK SHALL BE
' P;�ID AT CNE AND ONE-HALF TIMES THE REGULAR
RATE OF PAY.
260-901`- STATE : OVFRTI;1E - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
' BE PAID IT ONE AND ONE HALF TIMES THE REGULAR
PATE OF PAY.
1
' CITY OF RENTON
SUNSET BLVD. NE -- PHASE I I
I-4 5 TC PARK AVE . NE
' STREET I MPROVEINENTS
' PAGE 8
1
rY—R32320—AA PREVAILING MINIMUM HOURLY RAGE RATES APRIL 15, 1987
OCCUPATION : LABORERS
'OCATION : CLALLAN. GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITSAP , LEWIS,
MASON , PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' FXTENDED DUE WEST TO THE PACIFIC CCEAN ) , PIERCE, SKAGIT,
SNOHOM I SH. THURSTON AND WHATC CM COUNTIES .
FRINGE BENEFITS
' HEALTH AND WELFARE 1. 75 $/HR.
PENSION 1 . 55 $/HR.
TRAINING FUi\10 . 13 $/HR .
WAGE RATES
' OCCUPATIONN OCCUPATION STATE
CODE DESCRIPTION RATE
' GROUP 1
350-210) WINDOW CLE4NER 8. 46
' GROUP 2
350— ?L9G HATCH WE IGHF-1XN4 13. 78
350—C460 CRUSHER FEEDFR 10. 78
350-1263 PILOT CAR 10. 78
350-1873 TCCLROOM MAN ( AT JOB SITE ) 10. 78
' GROUP 3
' 351)—CCO) BALLAST REGULATOR. MACHINE 15 . 21
350-024v CARPENTER TENDER 15 . 21
350-027D CEMENT FINISHER TENDER 15. 21
' 350-0310 CHIPPER. 15 .21
350-0343 CHUCK TENDER 15. 21
350-0350 CLEAN—UP LABURER 15 . 21
350-03SO CCNCRETE FORM STRIPPER 15 .21
' 35C-0473 CURING CONCRETE 15 . 21
3 50-0 520 DEMOLITICN , 'A ECKING AND MCVING ( INCL. 15. 21
CHARRED MATERIALS)
350-0710 EPDXY TECHNICIAN 15. 21
350-08Il GABION BASKET .BUILDER 15 .21
350—Ci23 GENERAL LABORER 15 . 21
' 350-0860 GRINDERS 15 . 21
350-1370 PCT TENDER 15. 21
CITY OF RENTON
SUNSET 3LVD. NE -- PHASE II
I-4)5 TO PARK AVE. NE
' STREET IiiMPROVEMENTS
' P.aGC 9
I
�WY—R32320—AA PREVAILING MINIMUi�1 HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: LABORERS
10CATION : CLALLAN, CRAYS HARBOR, ISLAND, JEFFERSON , KING, KITSAP , LEWIS,
MASON, PACIFIC (NORTH OF WAHKI.AKUM CCUNTY NORTHERN 6OUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT,
SNOH01M I SH, TH URSTON AND WHATC Cis{ COUNTIES .
WAGE RATES
' OCCUPATION OCCUPATION STATE
CODE DESCR I PT IC14 RATE
GROUP 3
35G-13g3 PCWDER`1AN HELPER 15. 21
350-1765 STAKE HOPPER 15 . 21
3 50-18 80 TCPMAN — TAILMAN 15. 21
350-1940 TUGGER OPERATOR 15. 21
350-2030 VIBRATING SCREED ( AIR , GAS OR ELECTRIC ) 15 . 21
GROUP 4
350-00501 +SPH.ALT RAKER 15. 69
350-0250 CEMENT DUMPER — PAVING 15 .69
' 350-0423 CCNCR.ETE SAW OPERATOR 15 .69
350-0650 DRILLER, WAGON AND AIR TRACK OPERATOR 15.69
350-0720 FALLEN AND BUCKER — CHAIN SAW 15.69
350—G840 GRADE CHECKER AND TRANSIT MAN 15 .69
' 350-0550 HIGH SCALER 15 .69
350-01;8) JACKHAMMER 15. 69
350-109;, jSANHCLE BUILDER 15.69
' 350-1200 NCZZLE114N (CONCRETE PUMP , GREEN CUTTER WHEN 15. 69
USING COMBINATION CF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK , SANDBLAST,
' GUNNITE , SHOTCRETE ) WATER BLASTER
350-1256 PNVEMENT BRE4KER 15.69
350-1315 PIPE R=LINER (NOT INSERT TYPE ) 15. 69
350-1280 PIPELAYER AND CAULKER 15. 69
350-1485 RAILROAD SPIKE PULLER. (POWER) 15 .o9
350-1753 SPREADER (CONCRETE ) 15 .69
350-1750 SPREADER — CLAR.Y POWER OR SIMILAR TYPES 15.69
350-1240 T4MPER ( MULTIPLE AND SELF PROPELLED ) 15 .69
350- 1820, TAPER AND SIMILAR ELECTRIC, AIR AND GAS 15 .69
OPERATED TOOLS
' 350- 1865 TIMBERMAN SEWER ( LAGGER , SHCRER , & CRIBBER) 15. 69
350-15r?5 TRACK LINER (POWER ) 15 .69
' CITY OF RENTON
SUNSET BLVD. NE -- PHASE II
I—+05 7C PARK AVE . PdE
' STREET IMPROVEMEINTS
' PAGE 10
�WY—R32320—AA PREVAILING MINIMUil HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : LABORERS
[OCATION : CLALLAtJ, GRAYS HARBOR, ISLAND , JEFFERSON , KING, KITSAP , LEWIS,
MASON , PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENOED DUE WEST TO THE PACIFIC OCEAN ), PIERCE. SKAGI T,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES .
WAGE RATES
' OCCUPATION OCCUPATION STATE
CODE DESCRI PT ION PATE
GROUP 4
350-2CGO VIBRATOR 15 . 69
350-2C9f WELL—PCINT MAN 15 .69
GROUP 5
35::-0203 CAISSONN WORKER 16 .05
350-1110 �t IfIER 16 .05
' 350-1330 PC"DERMAN 16.05
370-15 :0 RE--TI '4t3ERM AN 16 .05
350-207C W1L0ER 16.05
OTHER
350-9013 STATE: EFFECTIVE 12/1/84 DELETE THE CLASSIFI—
CATION OF CLEANING LABORER FROM GROUP 1 ANU
A00 IT TC GROUP 3.
353—S355 STATE : CV; RTIME : ALL HCURS IN EXCESS OF 8
HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY
THROUGH FRIDAY, AND ALL HOURS WORKED ON SAT—
URDAYS ( EXCEPT A MAKE—UP DAY ) SHALL BE PAID
AT ONE ANC ONE—HALF TIMES THE REGULAR RATE OF
PAY. ALL HOURS WORKED ON SUNDAYS AND HOLI—
DAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE
35 0-9356 0VEnTI,',E : RATE OF PAY. A MAKE—UP DAY MAY BE
WORKED UN SATURDAY AT STRAIGHT TIME IF WORK
IS LOST DUZ TO WEATHER CONDITIONS .
WCRKING FCREMAN: 50 CENTS PER HOUR ABOVE THE
HIGHEST CLASSIFICATION SUPERVISED
' CITY OF RENTON
SUNSET 13L VD. PHASE II
I-405 TC P;;RK AVE. NE
' STREET IMPn'JVEMENTS
P.9;SF 11
�WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1937
OCCUPATION : LABORERS
�OCATION : CLALLAM, GRAYS HARBOR , ISLAND, JEFFERSON , KING, KITSAP , LEWIS,
MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC CCEAN) , PIERCE, SKAGIT,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES .
OTHER
' 35C-93bJ STATE : HOLIDAYS - NEW YEARS DAY , MEMORIAL
DAY, 4TH CF JULY , LA30R DAY, THANKSGIVING
DAY, FR I DAY .AND SATURDAY AFTER THANKSGIVING
DAY AND CHRISTMAS DAY .
CITY OF RENTON
SUNSET BLVD. NE '-- PHASE II
I-405 TC PARK AVE. NE
' STREET IMPROVE�VENTS
' PAiyE 12
�Y—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: MASON TENDERS , HOD CARRIERS AND MORTARMEN
11CATION : CLALLAN, GRAYS HARBOR , ISLAND. JEFFERSON, KING. KITSAP , LEWIS,
MASON , PACIFIC ( NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXT&i DEO DUE HEST TO THE PACIFIC CCEAN ), PIERCE, SKAGIT,
SNOHQPMISH. THURSTON AND WHATCCM COUNTIES .
FRINvE 3ENFFITS
' HEALTH CUD AELFARE 1 .75 $/HR.
PENSION 1 .55 $ /HR .
' TRAINING' FEND . 13 $/HR .
WAGE F'. 4TFS
OCCUPATI0k] OCCUPATION STATE
CODE DESCRIPTION RATE
' 430-001J HOD CARRIER 15 . 44
430-0020 MASON TENDER 15. 44
430—C-030 ilCRTARM AN 15 .44
OTHFIR
1
CITY OF REiNTON
SUNSET BLVD. NE -- PHASE I I
I-405 TO PARK AVE . NE
' STREET IMPROVEMENTS
P,aGC 14
�Y-R3232C-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : POWER EQUIPPENT OPERATORS
FCATION : CLALL4V, GRAYS HAR150R , ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
MASON . ?ACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE 'WEST TO THE PACIFIC CCEAN) , PIERCE, SKAGIT,
SNOHnMISH, THURSTON AND WHATCCM COUNTIES .
FRINGE BENEFITS
HEALTH AND WELFARE 1 . 95 $/HR.
PENSICN 2.00 $/HR .
' TRAINING FUND .26 $ /HR.
WAGE RATES
' OCCUPATI:JN OCCUPATION STATE
CODE Dl-SCRIPTION RATE
****** STATE RAGE RATE GROUP LISTING #
GROUP 1 A
' 570-5015 CRANE - CVERH-AD , BRIDGE TYPE 18 . 98
11C0 TONS AIN'D OVER
57C;-5500 CRANE 100 TONS AND CVER OR 200 FT CF BOOM 13.98
' INCLUDING JIB AND OVER
570-5505 LCADEK , 8 YARDS AiND OVER 18.98
57Cx-551•? SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER 1R .98
' GROUP 1
57G-5515 CABLEWAYS 18.48
570-5C25 CRANE - CVE,RHEAD , BRIDGE TYPE 18. 48
45 TC JS THR'SUGH' 99 TONS
57t;-552'0 CRANE JVER 45 TONS AND UP TO 100 TONS OR 18 . 48
OVER 150 FT OF BOOM INCLUDING JIB
57-0-5535 HELICOPTER WINCH 18 .48
570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS 18 .48
' 57C—C770 MI CKING MACHINES , MOLE , TUNNEL DILL AND OR 18 .48
SHIELD
57 -55r5 QUAD 9 AND SIMILAR , D-10 AND HD-41 13 . 48
570-5540 REMOTE CCNTROL OPERATOR, ETC . 18.48
570-5525 RCLLAGON 13. 46
570-5560 SCRAPERS , SELF-PROPELLED 45 YARDS AiVD OVER 13. 48
570-5550 SHOVELS , BACKHOES UVER 3 YARDS TO 6 YARDS 18.48
570-5555 SLIPFORM PAVERS 18 .48
CITY OF RENTON
SUNSET CJLVD. NE -- PHASE I I
I-`+ 5 TO PARK AVE . NE
STREET IMPROVEMENTS
PAGE 17
WY—R32320—A,'-, PREVAILING +MINIMUM HOURLY WAGE RATES APRIL 15: 1987
OCCUPATION: PUWER EOUIPMENT OPERATORS
IOCATION : CLALLAN, GRAYS FARBOR , ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENCED DUE WEST TO THE PACIFIC CCEAN) , PIERCE , SKAGIT,
SNOdOM ISH, THURSTON AND WHATCCM CCUNTIES .
WAGE RATES
OCCUPATIJ14 OCCUPATION STATE
CODE DESCRIPTION RATE
'Q'#' *** STATE WAGE RATE GROUP LISTING
GROUP 1
570-553D TCwER CRANE 18.46
570-54013 TRANSPORTERS , ALL TRACK CR TRUCK TYPE 13. 48
GROUP 2
570-5575 BUMP CUTTER 18 .04
570-55S0 CHIPPER 18 .04
576-5570 CCi`JCRETE EATCH PLANT OPERATOR 18 .04
' 570-5035 CRANE — CVERHEAD , BRIDGE TYPE 18 .04
20 TONS THROUGH 44 TONS
57C-55d�3 CR.�PIES, 2C TONS THRU 45 TONS 18.04
570-5595 CRUSHERS 18 .04
570-561CO DERRICK 18 .04
570-5605 DF:ILL I.NG +MACHTNE 18.04
570-54�13 FINISHING MACHINE 18 . 04
' 570-5535 HYDr CL IFTS 18 . 04
570-5630 LEADMAN ,MECHANIC — b . 30 OVER MECHANIC 18. 04
570-5615 LCADERS , CVERHE 0 UNDER 6 YARDS 18. 04
' 570-5620 LOCOMOTIVES, ALL 18 .04
570-5625 AFCHANI CS , ALL 18.04
570-56.35 MIXERS, ASPHALT PLANT 18. 04
i570-5640 ACTOR PATROL GRADERS — FINISHING, BLUETOPS , 18 .04 PULLING SLOPES, DITCH&ES, ETC .
570-473C PAVE OR CURB ._XTRUDER (ASPHALT AND CONCRETE ) 18 .04
570-5b5O PILEDRIVER 18 .04
570-2(;75 PILEDRIVER ( S ID TYPE ) 18 .04
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP 'WITH BOOM 18 .04
ATTACHME NT
' 570-2565 RCTO—+MILL PAVEMENT PROFILER 18 .04
570-5675 SCRAPERS , SELF—PROPELLED UNDER 45 YARDS 18.04
' CITY OF RENTON
SUNSET BLVD. NEE -- PHASE II
I-405 TO PARK AVE . NE
' STREET IMPROVEMENTS
PAGE 18
rWY—R3232%"J-AA PREVAILING MINIMUM HOURLY WAGc RATES APRIL 15, 1987
OCCUPATION : POWER ERUIPNENT OPERATORS
' OCATION : CLALLAP, GRAYS HAR3OR , ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
MASON, PACIFIC GFORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SKAGIT ,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES .
WAGE RATES
incCUPATION OCCUPATION STATE
COCE DESCRIPTION PATE
i *-***** STATE WAGE RATE GROUP LISTING
GROUP 2
' 570-5655 SCREED MAN 18. 04
576-5660 SH(]VFLS , 3ACKHOES 3 YARDS AND UNDER 18.04
' 570-5665 SUB—GRADER — TRIMMMER 18 .34
57^-5680- TRACTOR , 60 HP AND OVER, BACKHOE AND ATTACH. 18 .04
GROUP 3
57G-5698 A—FRAME CRANE OVER 10 TONS 17.68
570-1735 CCaNIC BETE PUMPS 17. 68
' 570-5705 CGNVEYORS 17.68
570-5703 CRANES, UP TO 2L TUNS 17 .68
570-5690 DUDZERS, 0-9 AND UNDER , YO—YO, PAY DOZER 17 .68
5 70-5765 EUUI PMEN T SERVICE ENGINEER 17. 68
570- 572 ) FCRK LIFTS 17. 68
57!0-571^ HC ISTS, AIR, TUGGERS , ETC . 17 . 68
573-2E95 HYDRALIFTS / 300,A TRUCKS OVER 10 TONS 17.68
570-5715 LCADERS — ELEVATING TYPE 17.68
570-5725 ',1CT(J"R PA7RCL GRADER. — NON—FINISHING 17. 63
' 570-5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17 .68
570- 5740 ROLLERS , CN PLANT, ROADMIX CR MULTILIFT 17 .68
IATERIALS
570-5745 SAWS, CONCRETE 17 .68
570-575r) SCRAPERS — CARRY .ALL 17 .68
570-2815 SCRAPERS , CONCRETE 17.68
570-5755 SPREADERS , BLA'W KNOX, ETC. 17. 68
570-5773 TRACTOR , 60 HP AND UNDER , BACKHOE AND ATTACH . 17. 68
570-5760 TRENCHING MACHINES 17.68
' GROUP 4
' CITY OF RENTON
SUNSET 3LVD. Ni'--- -- PHASE II
1-435 TO PARK AVF. ,NE
' STkEET IMP�_%JVEMENTS
' PAGE 19
'WY—R3232 ,—AA PRE"VA IL ING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : P01;+ER EOUIPNENT OPERATORS
'OCATION : CLALLAN. GRAYS HAR130R , ISLAND, JEFFERSON , KING, KITSAP , L&EWIS,
MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC CCEAN ) , PIERCE. SKAGIT,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES .
' WAGF RATES
OCCUPATION) OCCUPATION STATE
CODE DESCRIPTION RATE
' ****** STATE ;GAGE RATE GROUP LISTING
' G R.O I I P 4 _
57^-5657 A—FRAME CRANL- , 13 TONS AND UNDER 15 . 56
570-5795 ASSISTANT ENGINEERS 15 . 58
570-2575 3Ci3C4T 15 . 58
570-5b8`5 BROOMS 15 .56
57C-582+0 CCAPRESSORS 15. 58
' 570-5837 GRADECHECKEF' AND STAKE'1AN 15 . 58
570-271. 5 HYDR.AL IFTS / BOOM TRUCKS 10 TONS AND UNDER 15.58
570-5790 OIL 0ISTRIBUTURS , BLOWERS. ETC. 15 . 58
' 571C-5800 PAVEMENT BREAKER 15 . 58
570-4735 PERMANENT SHAFT—TYPE ELEVATOR 15 . 58
5740-5805 PCSTHOLE DIGGER , MECHANICAL 15 .58
57:4-5810 PCWER PLANT 15. 58
570-4745 PROBE T ENOER ( ROTO—MI LL) 15 . 58
570-5E25 PUMPS, WATER 15 . 58
570-57.30 RCLLER, OTHER THAN PLANT ROAD MIX 15 . 58
' 570-5815 WNEFL TR"CTORS , FARMALL TYPE 15. 58
****** FEDERAL WAGE RATE GROUP LISTING
' GROUP 1
570-55._1 CRANE 100 TONS AND CVER OR 200 FT. CF BOOM --
INCLUDING JIB AND OVER
570-5506 LCADER, 8 YARDS AND OVER --
570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
' GROUP 2
570-5516 CA3LE'NAYS --
CITY OF RENTON
SUNSET L'LVD. NE -- PHASE II
I-405 TO PARK AVE . NE
STREET IMPROVEMENTS
' P,!GE 20
IlWY—R3232'()—Al2A PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATICN : POWER EOUIPMENT OPERATORS
,.00ATION : CLALLAN, GRAYS HAR30R , ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
MASON- PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDFC OU2 WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT,
' SNOHOM I SH, TH URSTON AND WHATC CM COUNTIES .
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
****** FEDERAL WAGE RATE (-,ROUP LISTING
GROUP 2
1 570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS OR OVER 150 FT OF BOOM INCLUDING JIB
' 570-5536 HELICOPTER WINCH --
570-5546 LCADEP , OVERHEAD 6 YARDS UP TO 3 YARDS
570-5566 QUAD 9 AND SI:,IILAR , D-10 AND HD-41 --
1 570-5541 REMOTE CCNTROL OPERATCR, ETC.
570-5526 RCLLAGON
570-5561 SCRAPERS . SELF—PROPELLED 45 YARDS AND OVER --
570-5551 SHOVELS , BACKHCES OVER 3 YARDS TO 6 YARDS --
' 57+3-5556 SLIPFCRM PAVER'S
570-5531 TC'oER CRANE
' GROUP 3
570-5576 BUMP CUTTER --
570-5591 CHIPP ER _-
570-5571 CC+NCRETE BATCH PLANT OPERATOR
570-5591 CRANES , 23 TONS THRU 45 TONS --
' 570-5596 CRUSHERS --
571-5601 DERRICK
570-5636 DRILLING' MACHIiNE --
5701 -5611 FINISHING MACHINE --
' 570-5586 HYDRALIFTS =_
570-5616 LCADERS , CVERHEAD UNDER 6 YARDS
570-5626 MECHANICS • ALL --
1 570-5636 MIXERS , ASPHALT PLANT --
570-5641 +VICTOR PATRCL GRADERS — FINISHING, BLUETOPS ,
PULLING SLOPES , DITCHES, ETC.
573-5651 PILEDRIVER --
CITY OF RENTON
SUNSET BLVD . NE -- PHASE II
I-405 TO PARK AVE . NE
' STREET IMPROVEMENTS
' PAGE Z1
�iWY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATES +APRIL 15, 1937
OCCUPATION: POKER EQUIPMENT OPERATORS
�OCATIJN : CLALLAP, GRAYS HAR3OR , ISLAND, JEFFERSON, KING, KITSAP , LEWIS,
MASON , PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT ,
SNOHOMISH, THURS'TO^J AND WHATCCM COUNTIES .
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
****** FEDERAL WAGE: RATE GROUP LISTING
GROUP 3
' 370-5646 PUMP TRUCK MCUNTED CONCRETE PUMP WITH BOOM --
ATTACHMENT
570-5676 SCRAPERS , SELF-PROPELLED UNDER 45 YARDS -_
57C-5656 SCREED MAN
570-566-1 SHOVELS , EACKHOES 3 YARDS AND UNDER --
570-5666 SUB-GRADER - TRIMMER --
570-5681 TRACTOR , 6C HP AND OVER, BACKHCE AND ATTACH.
570-5671 TRACTORS , EACKHOE --
GROUP 4
57C;-5696 A-FRAME CRANE --
' 570-5686 BRCC'MS --
570-5733 CONCRETE PUMPS
570-5706 CONVEYORS --
' 570-57,.0 CRANES, UP TO 20 TONS _-
570-5691 DOZERS. 0-9 AND UNDER , YO-Y09 PAY DOZER
57,E-5771 DRIVER ON TRUCK CRANES OVER 45 TONS --
570-5766 ECUIPMENT SERVICE ENGINEER =_
570-57211 FORK LIFTS
5 70-5 711 HOISTS, ;SIR TUGGERS , ETC. --
57 ;-5716 LCADERS - ELEVATING TYPE --
' 571-5726 ACTOR PATROL GRA,,DER - NON-FINISHING _-
570-5731 MUCKING MACHINE . ETC.
570-5741 RCLLERS , CN PLANT, ROADMIX OR MULTILIFT --
' ;MATERIALS --
570-5746 SrWS, CONCRETE
570-5751 SCRAPERS - CARRY ALL --
' 570-5756 SPREADERS , BLAW KNOX , ETC. --
570-5776 TRACTOR , 60 HP AND UNDER, 3ACKHOE AND ATTACH.
CITY OF RENTON
SLNSET BLVD. NE -- PHASE II
I-4u5 TO PARK AVE . NE
' STREET IMPROVEiuENTS
PA G E ?2
IWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : POWER EQUIPMENT OPERATORS
IOCATION : CLAL LA N, GRAYS HARBGR, ISLAND, JE FFERSON, KING, K ITSAP , LEWIS,
MASON . PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT ,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES .
WAGE RATES
' OCC UP AT IOiv OCCUPATION STATE
CODE DESCRIPTION RATE
****** FEDEKAL WAGE RATE GROUP LISTING
GROUP 4
1 57C-5761 TRENCHING MACHINES --
GROUP 5
570-5796 ASSISTANT ENGINEERS --
1 570-58?1 CCAPRESSGRS -_
570-579i OIL DISTRIBUTORS , BLOWERS, ETC.
570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER --
' 570-5801 PAVEMENT aREAKCR --
570-5806 PCSTHOLE DIGGER. , MECHANICAL
57C-5811 PCnCR PLANT
570-5825 PUMPS . 6rATER --
570-5781 ROLLER., CTHER THAN PLANT RCAD MIX
570-5816 WHEEL TRACTORS , FARMALL TYPE
GROUP 6
570-5831 GRrADECHECKER AND STAKEMA,N --
OTFIFR
573-9574 STATE-OVERTIME : ALL WORK PERFORMED IN EXCESS
OF 8 HR S PER DAY OR 40 HRS PER WEEK , MONDAY
TH.ZCUGFI FRIDAY , AND ALL WORK PERFORMED ON
SATURDAYS , ( EXCEPT WHEN WORKED AS A .MAKE—UP
' DAY ) , SHALL BE PAID 1&112 TIMES THE REGULAR
RATE OF P,1Y. ALL WORK ON SUNDAYS & HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY ,
' CITY OF RENTON
SUNSET BLVD. NE -- PHASE II
I-4)5 TC PARK AVF . NE
' STREET ItMPROVEMENT
1 PAGE 23
1
IWY-R32320-4A PREVAILING MINIMUM HOURLY WAGE RATES APRIL 151 1987
OCCUPATION : POWER EQUIPMENT OPERATORS
LOCATION : CL4LLAN, GRAYS HARBOR, ISLAND , JEFFERSON ► KING, KITSAP , LEWIS,
FJASON , PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
1 EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT,
SNOHOMISI-i, THURS70N AND WHATCCM COUNTIES .
OTHFR
570-95g0 STATE-HOLICAYS: NEW YEAR' S DAY , MEMORIAL DAY,
FCURTH OF JULY, LABOR DAY , THANKSGIVING DAY ,
1 FkIDAY AND SATURDAY AFTER THANKSGIVING DAY
AND CHRI STMAS DAY ( 8) .
1
1
1
1
1
1 CITY OF RENTON
SUNSET BLVD. NE -- PHASE 11
I-4J5 TO PARK AVE . NE
1 STREET IMPRDVEMENTS
1 PAGE 24
1
IWY-R323 20-AA PREVAILING ,MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: SURVEYORS
�OCATION : CLALLAN, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP , LEWIS,
MASON. PACIFIC . PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
' CCUNTIFS.
FRIiNGE BENEFITS
TOTAL HOURLY BENEFIT - PARTY CHIEF 1 .50 $/HR.
TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 $/HR.
PFRSCN
' TOTAL HOURLY BENEFIT - CHAIN PERSON . 70 $/HR .
WAGE RATES
OCCUPATII-)N OCCUPATION STATE
CODE DESCRIPTION RATE
720-OC1) CHAIN PERSC ! 8 . 25
720-0il+0 INSTRUMENT PERSON ( JUNIOR ENGINEER) 10 .00
OTHER
720-g0lI) STATE : OVERTIME - ALL HOURS WORKED IN EXCESS
' OF B HOUPS PER DAY OR 40 HCURS PER WEEK SHALL
BE PAID AT ONE AND CNE-HALF TIMES THE REGULAR
RATE OF PAY.
1
1
1
1
1
' CITY OF REiNTON
SUNSET BLVD. NE -- PHASE II
I-405 TC PARK AVE . NF
1 STREET INPROVENENTS
1 PAGE 26
I
tWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : TEAMSTERS
LOCATION : CLALLAP. GRAYS HARBOR, ISLAND, JEFFERSON ► KING, KITSAP , LEWIS,
MASON , �'aCIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC CCEAN) , PIERCE, SKAGIT,
' SNOHOMISH, THURSTCN, AND WHATCOM COUNTIES .
FRINGE BENEFITS
HEALTH .4ND WELFARE 1.89 $/HR .
PENSION 1. 82 $/HR.
WAGE RATCS
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
73C-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.69
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EGUI PMENT IS IN USE
730-GO801 BUGGY OB ILE AND SI MILAR 17. 58
730-01(13 BULK CEMENT TANKER. 17. 74
73C-011 ) fjULL LIFTS, OR S111ILAR EQUIPMENT USED IN 17.41
LCADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOG SITES:WAREHOUSING
730-0120 BULL LIFTS , OR SIMILAR EQUIPMENT USED IN 17. 76
LOADING OR UNLOADING. TRUCKS, TRANSPORTING
MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING
I 730-0140 BLS OR EPPLOYE'E HAUL 17.41
730-0145 CHECKERS 17. 31
730-0200 DUMPSTERS , AND SIMILAR. ECUIPMENT:TOURNC- 17. 31
' RCCKERS, TCURNOWAGON, TOURNGTRAILER, CAT DW
SERIES, TER.F:A COBRA, LETCURNEAU , WESTINGHOUSE
ATHEY WAGCN, EUCLID , TWO AND FOUR-WHEELED
POWER TRACTOR 'WTH TRAILER AND SIMILAR TOP-
, LCADED ECUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK I+t TEAMSTER JUR ISJI CT ION :DUMP
TRUCKS, SIDE , END AND BOTTOM DUMP , INCLUDING
' SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF : UP TO AND INCLUDING 5 YARDS
CITY OF RENTON
SUNSET SLVD. NE -- PHASE II
I-405 TO PARK AVE . NE
' STREET IMPROVEMENTS
PACE 2 7
I
IWY—R32'320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 159 1987
OCCUPATION: TEAMSTERS
LOCATION : CLALLAN, GRAYS HARBOR , ISLAND, JEFFERSara , KING, KITSAP, LEWIS,
MASON . PACIFIC {NORTH OF THE W.AHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE LEST TO THE PACIFIC CCEANI , PIERCE, SKAGIT ,
SNOHOMISH, THURSTC;"4 . AND WHATCCM COUNTIES.
WAGE RATES
0CCUPATIONa OCCUPATION STATE
CODE DESCRIPTION RATE
730-0220 DUMPSTLRS . AND SIMILAR EQUIPMENT:TOURNO— 17. 69
RCCKERS , TCURNOWAGON, T+JURNCTRAILER , CAT ON
SERIES , TERRA CCBr.A, LETCURNEAU , '4ESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOn WTH TRAILER AND SIMILAR TOP—
LCADED EQU' IPM_NT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION :DUMP
TRUCKS , SIDE. ENO AND BOTTOM DUMP , INCLUDING
SEMI—TRUCKS AND TRAINS OR COMBINATIONS
THEREOF :OVFR 12 YARDS TO AND INCL . 16 YARDS
730-0210 OUi`1PSTERS , AND SIMILAR EQUIPMENT: TOURNO- 17 . 53
RCCKERS , TCURNOWAGON, TOURNOTRAILER , CAT OW
SERIES, TERRA COBRA , LETCURNEAU, iESTINGHOUSE
ATHEY WAGON, EUCLID , TWO AND FOUR—WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP—
LCADED ECUIPME-NT TRANSPORTING MATERIAL AND
PERFOR?RING WORK IN TEAMSTER JURISOICTION :JUMP
TRUCKS, SIDE , END AND BOTTOM DUMP , INCLUDING
SEMI—TRUCKS AND TRAINS OR COMBINATIONS
THEREOF : CVER 5 YARDS TO AND INCL. 12 YARDS
730-02S50 DUMPSTERS , AND SIMILAR EQUIPMENT: TOURNO- 18.23
RCCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETCURNEAU , WESTINGHOUSE
ATHEY WAGON, EUCLID , TWO AND FOUR—WHEELED
PCWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LCADED ECU.IPMENT TRANSPORTING MATERIAL AND
' PERFORMING WORK IN TEAMSTER JURISD.ICTION :DUMP
TRUCKS. SID" END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THER.EOF :OVER 40 YARDS TO AND INCL. 55 YARDS
CITY OF RENTCN
SUNSET 3LVJ. NC -- PHASE II
I-40 5 TO PARK AVE . NE
STREET IMPROVEMENTS
' PAGE 28
I
�HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: TEAMSTERS
'LOCATION : CLALLAN. GRAYS HARBOR , ISLAND, JEFFERSON , KING, KITSAP , LEWIS,
MASON , PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT,
' SNOHOMISH, THURSTON . AND WHATCCM COUNTIES.
WAGE RATES
rOCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
' 73CU—C.'25'? DUMPSTFRS , AND SIMILAR EOUIPMENT: TOURNO— 18.07
ROCKERS , TCURNOWAGUN, TOURNOTRAILER , CAT DW
SERIES. TERR4 COBRA . LETCUR+NEAU, WESTINGHOUSE
' ATHEY WAGCN, EUCLID, TWO AND FOUR—WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP—
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP
TRUCKS, SIDE . END AND BOTTOM DUMP, INCLUDING
SEMI—TRUCKS AND TRAINS OR COMBINATIONS
THEREOF : OVER 3G YDS . TO AND INCL . 40 YDS .
730-0240 DU;IPSTERS , A,40 SIMILAR EDUIPMENT: TOURNO— 17. 91
ROCKERS , TCURNOWAGON , TOURNOTRAILER , CAT DW
SERIES , TERRA COBRA, LETCURNEAU, WESTINGHOUSE
ATHEY WAGON. EUCLID , TWO AND FOUR—WHEELED
POWER TRACTOR WTH TRAILEn AND SIMILAR TOP—
LC,; OED ECLIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP
TRUCKS, SIDE , END AND BOTTOM DUMP, INCLUDING
SEMI—TRUCKS AND TRAINS OR COMBINATIONS
' THcREUF : GVcR 20 YARDS TO AND INCL . 30 YARDS
730-0230 DUMPSTE RS , AND SIMILAR EQU IPMENT: TOURNO— 17. 74
ROCKERS . TCURNOWAGON. TOURNCTRAILER , CAT DW
SERIES ► TERRA COBRA , LETOURNEAU , WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR—WHEELED
POWER. TRACTOR WTH TRAILER AND SIMILAR TOP—
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING 'WORK ICJ TEAMSTER JURISDICTION :DUMP
TRUCKS, SIDE . END AND BOTTOM DUMP , INCLUDING
SEMI—TRUCKS AIND TRAINS OR COMBINATIONS
THEREOF :CVER 16 YARDS TO AND INCL. 20 YARDS
730-0403 ESCORT DRIVER 12.25
730-0410 EXPLOSIVE TRUCK ( FIELD MIX ) AND SIMILAR 17 .63
EQUIPMENT
730— i460' FLAHERTY SPREADER 17. 74
CITY OF RENTON
SUNSET BLVD. NE -- PHASE II
I-435 TO PARK AVE . NE
STREET I:1PROVEVENTS
PA G E ?9
IWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION : TEAMSTERS
'OCATION : CLALLAN, GRAYS HARBOR , ISLAND, JEFFERSON, KING, KITSAP, LEW.IS,
MASON . PACIFIC (NORTH OF THE WAHKIAK M COUNTY NORTHERN BOUNDARY
' EXTENOED DUE WEST Tu THE PACIFIC OCEAN) , PIERCE, SKAGIT,
SNOHOMISH, THURSTON, AND WHATCOM COUNTIES .
WAGE RATES
OCCUPATION OCCUPAT ICN STATE
CODE DESCRIPTION RATE
r730—G50'� FLATBED TRUCK , DUAL REAR AXLE 17. 52
730—C490 FLATBED TRUCK , SINGLE REAR AXLE 15.50
730—C61�) FUEL TRUCK . GREASE TRUCK, GREASER , BATTERY 17 . 41
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS ( HAULING BULK LOOSE 17. 58
AGGREGATES )
730-0693 LEVFRMAN AND LOADERS AT BUNKERS AND 17. 31
BATCH PLANTS
7.310—C;733 I_C',gBED ANC HEAVY DUTY TRAILER : OVER 100 18. 07
TCNS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 17.63
TONS GROSS
730-0720 LGwtBEO AN'D HEAVY DUTY TRAILER: 50 TONS 17. 91
GROSS 1-0 AND INCLUDING 100 TONS GROSS
73 O—C 800 M E C HA iV I C 17 .75
730-0810 MECHANIC HELPER 17. 16
730-01910 0IL DISTfiIB'.JTG2 DRIVER ( ROAD ) 17. 74
73C-1010 PICK—UP TRUCK 15. 50
730-1(320 PILOT CAR 12. 25
73J-11�3v SCISSORS TRUCK 17. 41
7 30—1140 SLURRY TRUCK DRIVER. 17.63
7310-1160 SNO—GO AND SIMILAR EQUIPMENT 17.63
730-1190 STRADDLE CARRIER ( ROSS , HYSTER AND SIMILAR) 17 . 58
730-1200 S16AMP ER 17.31
730-1300 TEAM DRIVER 17. 36
730-135:j TRACTOR , SHALL RUBBER—TIRED ( WHEN USED WITHIN 17. 41
' TEAMSTER JURISDICTION ) --
73C-1415 TRANSIT MIX,
OVER 6 YCS . TO AND INCLUDING 8 YDS.
' 730-1405 TRANSIT MIX ,OVER 4 YOS. TO AND INCLUDING 6 YUS.
730-1447 TRANSIT MIX , --
OVER 16 YDS. TO AND INCLUDING 20 YDS.
C TTY OF RENTON
SUNSET 3LVO. NE -- PHASE II
I-405 TO PARK AVE. NE
' STREET IMPROVE�IcNTS
PAGE 30
DIY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1937
s
OCCUPATION: TEAMSTERS
'OCATION : CL_ALLAN. GRAYS HARBOR, ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
MASu^;, ?ACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT,
SNOHOMISH, THURSTON , AND WHATCOM COUNTIES .
WAGE RATES
OCCUPATION OCCUPATION STATE
CODE DESCRIPTION RATE
730-1445 TR.,A'`,1SIT MIX,OVER 17_ YOS. TO AND INCLUDING 16 YDS.
730-14-35 TRANSIT MIX , --
OVER 10 YOS. TO 4-ND INCLUDING 12 YDS. --
730-1425 TRANSIT M IX,
OVER 8 YDS . TJ AND INCLUDINNG 10 YDS .
1 733-1451 TRANSIT :MIXERS AND TRUCKS HAULING CONCRETE:
OVER 20 YDS .
730-151C TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17. 79
CCNSTR. ( OVER 4 YDS . TO AND INCL . 6 YDS. )
730-1550 TP�NSIT—MIX USED EXCLUSIVELY IN HEAVY 18 . 44
CCNSTR. :OVER. 12 YDS. TO AND INCL. 16 YDS .
730-1540 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18. 28
' CCNSTR. :OVER 10 YDS . TO ,AND INCL. 12 YDS .
730-153-11 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18 . 11
CCASTR. : OVER 8 YDS . TC AND INCL . 10 YDS.
730-1 =20 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17.95
CCNSTR . :GVER 6 YDS . TO AND INCL . 8 YDS .
730-1571 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18. 76
CCNSTR . : CVER 2C YI)S.
730-1561-1 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18 .60
CCNSTR. : OVER 16 YDS . TO AND INCL . 20 YDS .
730-15(:1 TRANSIT—MIX, USED EXCLUSIVELY I1N HEAVY 17. 62
CCNSTR . — 0 YDS . TO AND INCL . 4 112 YDS.730-1503 TRANSIT—MIX, J TO AND INCLUDING 4.5 YDS. --
730-1750 VACUUM TRUCK 17 .41
730-1213 WAREHOUSEMAN ,AND CHECKERS 17.31
730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17. 74
730-200.0 WATER WAGON A!NU TANK TRUCK : UP TO 1600 17 .41
' GALLONS
73G-2010 WATER. WACON AND TANK TRUCK : 1600 GALLONS 17.58
TC 3,000 GALLONS
733-221,J WINCH TRUCK : DUAL REAR AXLE 17.63
730-2200 WINCH TRUCK : SINGLE REAR AXLE 17. 41
CITY OF RENTON
SUNSET uLVD. NE -- PHASE II
1-4-05 TC PARK AVE. NE
STREET IMPROVEAENTS
PAGE 31
�WY—R32324—AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 15, 1987
OCCUPATION: TEAMSTERS
IOC 'AT Ii:UN : CLALLAV, GRAYS HARBOR , ISLAND, JEFFERSON , KING, KITSAP, LEWIS,
VASE,"4 , PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT ,
SNCHOiMISH, THURSTON, AND WHATCGM COUNTIES.
WAGE RATES
OCCUPATIJN OCCUPATION STATE
CODE DESCRIPTION RATE
' 730-2220 4RECKER , TOW TRUCK AND SIMILAR EQUIPMENT 17.41
OTHER
730—S735 STATE : FOR OCCUPAT ICN 730-026(J IN GROUP 17
ADD . 15 $/HR . FOR EACH 10 YARD INCREMENT UVER
55 YARDS
730—y736 STATE : OVERTIME—ALL HCURS WORKED IN EXCESS OF
8 HRS ./DAY OR 40 HRS. /WEEK , MONDAY THRU
FRIDAY, ANC ,:LL HOURS nORKED ON SATURDAYS
( EXCEPT MAKF—UP DAYS) PAID AT 1 112 TIMES THE
REGULAR RATE . .ALL HCURS WORKED ON SUNDAYS AND
1 HCLIDAYS PAID AT DOUBLE THE REGULAR RATE .
730-9740 STATE : HOLIDAYS — NEW YEARS DAY, MEMORIAL
DAY, 4TH CF JULY , LABOR DAY , PRESIDENTIAL
ELECTION LAY , THANKSGIVING DAY, FRI DAY
AFTER THANKSGIVING DAY AND CHRISTMAS DAY .
1
CITY OF RENTON
SUNSET bLVD. NE -- PHASE II
I-405 TC P aRK AVE. NE
' STREET IMPROVE+NENTS
' PAGE 22
REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POLLUT10N AND PRESERVATIONPUBLIC L RESOURCES
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 :
King County Ordinance No . 1527 requires Building and Land
Development Division an Hy 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 . Reivew by Hydraulics Division.
King County Ordinance No . 800 , No. 900 , No. 1006 and Resolution
No . 8778 , No. Z4553 , No. 24834 , No. 8 4 and No . 11242 contained
in King County Code Titles 8 and 10 are provisions for 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 .
Puget Sound Air Pollution Control Agency Regulation I : A regu-
ation to control the emission of air contaminants From all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in
accordance with the Washington Clean Air Act , R.C.W. 70 . 94 .
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A. C. 18- 02 : Requires operators of stationary sources of air
contaminants to maintain records of emissions , periodically re-
port to the State information concerning these emissions from
his operations , and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation I .
R. C.W. 90. 48 : Enacted to maintain the highest possible standards
to ensure t e 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 or 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.,V. 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.
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 , roads ,
campgrounds , and school grounds) . The owner ,and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists .
R. 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
' a ating or prevention of forest fire hazards , instruction or
silvicultural operations .
R. C.W. 76. 04. 310: Stipulates that everyone clearing land or
clearing rig t-of-way shall pile and burn or dispose of by other
satisfactory means , all forest debris cut thereon, as rapidly as
1 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 reclamation.
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 o Army and Corps o 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 (PL92-500
86 Stat. 816) : Authorizes the Secretary of the Army, acting
through the Corps of Engineers , to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites . Permits may be denied if it is determined that such
discharge will have adverse effects on municipal water supplies ,
shell fish beds and fishery areas and wildlife or recreational areas .
iMISCELLANEOUS FEDERAL LEGISLATION
Section 13 of the River and Harbor Act approved March 3 , 1899 :
Provides that discharge of refuse without a permit into navigable
waters is prohibited. Violation is punishable by fine . Any citi-
zen may file a complaint with the U. S . Attorney and share a por-
tion of the fine.
-2-
r
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS :
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
King County Resolution No . 25789 requires an unclassified use
permit for filling , quarrying including borrow pits and associ-
ated activities such as asphalt plants , rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities . A copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Management Act 1971 requires a permit for construction
on State shorelines . ermit acquired by Public Works and reviewed
by Building and Land Development Division.
King County Ordinance No . 1488 requires permit for grading , land
Ti"lls , gravel pits , dumping, quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMIE
Chapter 112 , Laws of 1949: Requires hydraulics permit on certain
projects. King County Department of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A. C. 173- 220 : Requires a National Pollutant Discharge Elimination
System N DESf permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
' W.A. C. 372- 24 : Permit to discharge commercial or industrial waste
waters into tate surface or ground water (such as gravel washing ,
pit operations , or any operation which results in a discharge
which contains turbidity. )
W.A. C . 508-12-100 : Requires permit to use surface water.
W.A.C. 508-12-190 : Requires that changes to permits for water use
e reviewed y t e Department of Ecology whenever it is desired
to change the purpose of use , the place of use , the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12- 220: Requires permit to use ground water.
W.A.C. 508-12- 260 : Requires permit to construct reservoir for
water storage .
W.A.C. 508-12- 280 : Requires permit to construct storage dam.
W.A.C. 508-60 : Requires permit to construct in State flood
controT zone. King County Public Works secures one for design.
Contractor secures one for his operation (false work design , etc . ) .
-3-
r. 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. 150,
76. 04 . 170 , 76. 04. 180, and 70. 94 due to exteme fire weather or to
prevent restriction of visibility and excessive air pollution.
R.C.W. 76 . 08. 030 : Cutting permit required before cutting merchant-
able timber.
R.C.W. 76 . 08 . 275 : Operating permit required before operating
power equipment in dead or down timber.
R.C.W. 78 . 44. 080: Requires permit for any surface mining opera-
tion (including sand, gravel , stone, and earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 , 1899 : Requires
permit for construction (other than bri ges , see U. S . Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R. C.W. 52 . 28 . 010 , 52 . 28 . 020 , 52 . 28 . 030 , 52 . 28 . 040 , 52 . 28 . 050 :
Provides authority for, requirements of, and penalties for ailure
to secure a fire permit for building an open fire within a fire
' protection district.
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 , 1899 , General Bridge
Act of March 23 , 1906 , and General Bri e Act of 1946 as amended
' August 2 , 195 : Requires a permit for construction of bridge on
navigable waters (King County Department of Public Works will
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit : Section 4 (f) of Department of Transportation
Act , National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
' Section 9. 02 (d) (2) iii) of Regulation I : Request for verifica-
tion o population density . 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-
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
Title 40, Chapter Ic , Part 61 : Requires that the Environmental
Protection Agency be notified 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 .
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 responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site .
t
i
1
1
_5_
' SUPPLEMENTAL PROVISIONS
i
1
1
1
1
1
CITY OF RENTON
STANDARD SPECIFICATIONS
THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS
ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID
' SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF
THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH
QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS
HEREIN.
A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR,
MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY
INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE
SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH
REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY
AUTHORIZED REPRESENTATIVE.
NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR
SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH.
STANDARD PLANS
' THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION
(REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND
SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN.
A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND
COPIED BY ANY INTERESTED PARTY.
HEADINGS
HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR
REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE
THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS.
WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE
SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED.
WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO
THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE
' SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
DIVISION I
GENERAL REQUIREMENTS
1-01 DEFINITION AND TERMS '
1-01.10_DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION)
WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE
WILL ALSO INCLUDE THE CITY WHERE APPLICABLE.
1-0.1.11 ENGINEER (REPLACEMENT SECTION) ,
THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH HIS AUTHORIZED REPRESENTATIVES.
1 01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION)
THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS. '
1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION)
OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: '
AWWA AMERICAN WATERWORKS ASSOCIATION '
ANSI AMERICAN NATIONAL STANDARDS
ASA AMERICAN STANDARDS ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
NEC NATIONAL ELECTRICAL CODE
1-01.27 STATE (ADDITIONAL SECTION)
THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE
APPLICABLE.
1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION) t
THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED
MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A
SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
1-01.38 ACT OF GOD (ADDITIONAL SECTION)
"ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A
RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC
LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE
GENERAL LOCALITY OF THE WORK, SMALL NOT BE CONSTRUED AS AN ACT OF GOD.
1-01.39 OR EQUAL (ADDITIONAL SECTION)
WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMENDATION OF THE
ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION.
1-01.40 APPROVAL (ADDITIONAL SECTION)
THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF
THE OWNER.
Supplemental Specifications
(Rev 02/09/87) Page 2 '
1-02 BID PROCEDURES AND CONDITIONS
' 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION)
COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING
SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 211 MILL AVENUE SOUTH, RENTON WA. 98055.
BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET
FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON.
1-02.6(1) PROPRIETARY INFORMATION
VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIALS) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS,
DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY
MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF
' EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE
OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO
LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS
BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE,
' IN FACT, SO EXEMPT.
1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION)
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK,
MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY
1 READ ALOUD.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION)
ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED
UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER
TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION.
1-04 SCOPE OF THE WORK
1 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS
' TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT,
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES
FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR
REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE
OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED
' TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS
OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF
THE WORK AND THE INTERPRETATION OF TFE PLANS AND SPECIFICATIONS.
IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL,
WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND
AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE
Supplemental Specifications
(Rev 02/09/87) Page 3
1-04.5 CONTINUED '
EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH
APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER.
THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, ,
UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND
FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE
PETITION FOR REVIEW ARE LIMITED TO SWING THAT THE FILINGS AND DECISION:
1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; '
2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
3. IS ARBITRARY AL/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE '
ISSUES SUBMITTED TO ARBITRATION.
THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND ,
CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING.
THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND ,
COURT DECISIONS GOVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS
THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR
WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR.
THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT
OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE
COMMENCING WORK UNDER THIS CONTRACT.
THE CONTRACTOR ACCEPTS THE TERMS AL CONDITIONS OF A CHANGE ORDER BY ENDORSEMENT OF THE CHANGE '
ORDER, BY ACCEPTANCE THROUGH SEPARATE WRITING, OR BY FAILURE TO PROTEST AS PROVIDED IN THIS
SECTION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FULL EQUITABLE ADJUSTMENT FOR ANY I
WORK CHANGED OR REQUIRED BY THE CHANGE ORDER.
THE CONTRACTOR ALSO ACCEPTS ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR '
DETERMINATION FROM THE ENGINEER BY FAILURE TO PROTEST AS PROVIDED IN THE SECTION.
WHEN A CONTRACTOR PROTESTS A CHANGE ORDER OR OTHER WRITTEN OR ORAL ORDER, THE CONTRACTOR SHALL KEEP
FULL AND COMPLETE RECORDS OF THE COSTS AND ADDITIONAL TIME INCURRED. THE CONTRACTOR SHALL PERMIT
THE ENGINEER TO HAVE ACCESS TO THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO
ASSIST IN EVALUATING THE PROTEST.
ALL PROTESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FINDS THE PROTEST TO HAVE MERIT, ,
THE ENGINEER WILL MAKE AN EQUITABLE ADJUSTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE WORK OR
THE TIME REQUIRED AS HE DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO '
ADJUSTMENT WILL BE MADE.
PROTEST SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROCEED PROMPTLY WITH TH WORK AS
ORDERED BY THE ENGINEER '
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.
Supplemental Specifications
(Rev 02/09/87) Page 4
1-04.10 CONTINUED
' 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 SECTION)
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE
LOCATIONS SELECTED BY THE CONTRACTOR.
' THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN
THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER
' COMPENSATION WILL BE MADE.
THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS
DESCRIBED BELOW:
THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS
DEEMED NECESSARY BY THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG
THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED.
COPIES OF THE PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY
WORK.
' 1-14.13 HOURS OF WORK (ADDITIONAL SECTION)
THE WORKING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO
5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE
INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
1-04.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE
COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE
SITE OF CONSTRUCTION IN G00D 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.
' 1-05 CONTROL OF WORK
' 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION)
DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN
MULTIPLES OF 8 112 BY 11 INCHES.
1-05.3(1) SUBMITTALS (NEW SECTION)
THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA,
CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO
DEMONSTRATE 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 SHALL, BY A STATEMENT IN WRITING
ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE.
Supplemental Specifications
(Rev 02/09/87) Page 5
1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT 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 '
FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN
PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR
OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. ,
SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION
GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A [MADE OF '
0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING
OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE
RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL 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 '
AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL ,
METHODS.
3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR '
EXCAVATION.
THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE '
NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING '
ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS.
DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISC
TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION
TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITENS IN THE
PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY
LISTED IN THE SCHEDULE OF PRICES.
1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) ,
WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRICTION STAKING HE SHALL BE RESPONSIBLE FOR ,
SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED
IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO:
ROADWAY CENTERLINE SANITARY SEWER '
SLOPE STAKING FIRE HYDRANTS
CURBS AND GUTTERS STREET LIGHTING
GRADING AND PAVING UNDERGROUNDING POWER & TELEPHONE '
TELEMETRY TRAFFIC SIGNAL SYSTEM
STORM DRAIN SYSTEM PSP&L CO. & P.N.W.B. VAULTS
MONUMENTS MONUMENT REFERENCE/STRADDLE POINTS '
SIGNAL SYSTEMS & POLES
Supplemental Specifications '
(Rev 02/09/87) Page 6
1-05.5(2) CONTINUED
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE
ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH
THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
' THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH
SMALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE
NOTES SHALL CONTAIN 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,
GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS
CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO
' GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE
CITY ON REQUEST.
' THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED
TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE
REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE
IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE
' ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING
SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE
GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE.
f1-05.5 0) CONTRACTOR PROVIDED AS-BUILT INFORMATION
1 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET,
AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED
UNDER THIS PROJECT.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION,
OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE UNDER THIS CONTRACT.
MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS:
MANHOLES CATCH BASINS AND INLETS
VALVES VERTICAL AND HORIZONTAL BENDS
JUNCTION BOXES CLEANOUTS
SIDE SEWERS STREET LIGHTS & STANDARDS
HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S)
VAULTS CULVERTS
AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE
' TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES;
AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE
CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS
UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BOOK(S).
THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY.
THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED
TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE
REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE
IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE
' ENGINEER.
' Supplemental
pp Specifications
(Rev 02/09/87) Page 7
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, BY 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 THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE
OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY
SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK RIDER 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 (REPLACEMENT SECTION) '
WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, '
OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR
IF SENT BY REGISTERED UNITED STATES 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 WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE
CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES '
AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL. CONDITIONS OF THE
LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL
RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY,
UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ,
1-07.4 SANITATION (ADDITIONAL SECTION)
ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED '
INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE.
1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ,
ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO
CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS
THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES.
PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH '
THE VEHICLE IS LICENSED.
ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. '
THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON
THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
1-07.9 WAGES (REPLACEMENT SECTION) ,
THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO '
MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE.
HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE
RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF '
LABOR DECISION NUMBER WA 83-5110.
Supplemental Specifications '
(Rev 02/09/87) Page 8
1-15.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY
ANY WORKMEN, LABORERS, OR MECHIANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN
' THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE
DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT
IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE
SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY
INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY
DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS
CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE
WILL HAVE TO PAY.
THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF
THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR
THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH
CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE
DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING 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 IS A DIFFERENCE BETWEEN THE TWO IN THE
PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS
THAN THE WAGE WHICH IS THE HIGHER OF THE TWO.
' IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE
STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF
REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE
' PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE.
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 APPROVED AND RECOGNIZED BY THE
U. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR
SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND
' TRAINING.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE
JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH
RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS.
' IF ANY DISPUTE 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 OF 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 REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND
FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF
LABOR AND INDUSTRIES.
BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK THE CONTRACTOR MUST SUBMIT A
"CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY). CONFIRMING THAT PREVAILING WAGE
' RATES HAVE BEEN PAID.
' Supplemental Specifications
(Rev 02/09/87) Page 9
1-07.9 CONTINUED '
ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL ALSO FURNISH WEEKLY PAYROLL
STATEMENTS TO THE ENGINEER.
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND '
MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED
SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER,-I.E.: 10-0010 YAK.E. ,
THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION 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, AND 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 EXPRESSLY GUARANTEES THAT
THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY
REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF
AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT,
THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. '
BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM
THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" '
(FORM L & I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND
INDUSTRIES.
UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR
A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 8 I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND
INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE
AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW ,
60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND
INDUSTRIES.
A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES '
PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE
CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE '
DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS
CONTRACT,
IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND ,
INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES.
1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) '
BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO
MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY ,
THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE
PARTICIPANTS.
1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION)
THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND
OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR:
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH JULY - STATE HIGHWAY FORM PR-1391
THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING.
Supplemental Specifications '
(Rev 02/09/87) Page 10
1-07.11(10) CONTINUED
' AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID
PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY
REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE
FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING
AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY
PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL 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 AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE
CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE
' THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE
PROPOSAL GUARANTEE, IN THE FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE
FORFEITED TO THE CITY.
WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES
WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY
21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT
TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION
FROM THE SUBCONTRACTOR.
FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS
PROJECT.
1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION)
THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR
ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF
THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT.
IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GO0O ANY SUCH LOSS OR
DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF
OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND
EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR.
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS
SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD
OF PROSECUTING THE WORK.
DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF
THE WORK AS SHALL NOT BE DAMAGED THEREBY.
NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE
CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR
PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM.
1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION)
' THE CONTRACTOR SHALL 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, TO AVOID CREATING A NUISANCE.
Supplemental Specifications
' (Rev 02/09/87) Page 11
1-07.16 CONTINUED
DUST AND MUID CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE
MADE FOR THIS SECTION.
COMPLAINTS OF DUST, MUD OR UNSAFE PRACTICES`AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE '
TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE
CONTRACTOR.
1-07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION)
THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL
LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT ,
TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER
THE PREMISES WITH HIS EQUIPMENT OR MATERIALS.
THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS '
THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR
STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK
AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL,
AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY
PROVIDE.
A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE ,
PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR
FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A '
MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS
EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR
MORE THAN 48 HOURS. '
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE
PERFORMANCE OF THE WORK AND, IF REQUIRED, SMALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD
A CONDITION AS FOUND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A
RESULT OF THE WORK UNDER THIS CONTRACT.
C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER
AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE
CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL
FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED
BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SMALL BE CAREFULLY
REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR
ORIGINAL POSITIONS WITHIN 48 HOURS.
ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL
OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO
TRENCH THRO" ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE
TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF
ALL EARTH AND DEBRIS.
THE CONTRACTOR SHALL USE RUBBER WHEEL. EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED
BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR
RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY
Supplemental Specifications ,
(Rev 02/09/87) Page 12
1-07.16 CONTINUED
' OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS
BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER
AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY.
DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR
OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE
PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND
THE OWNER AT THE EXPENSE OF THE CONTRACTOR.
D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL
STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE
NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY
REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR.
1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)
LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE
WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE
THE SIZE AND LOCATION OF EXISTING FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING
UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA.
CALL BEFORE YOU DIG
THE 48 HOUR LOCATORS
1-800-424-5555
IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE,
SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND
PROVIDE TEMPORARY SERVICES FOR SAME.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO
THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH
WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS
DIRECTED BY THE CITY.
1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE(REPLACEMENT SECTION-FEDERAL AID CONTRACTS
ONLY)
THE CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND
PROPERTY DAMAGE INSURANCE WITH COMPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSURANCE
COMMISSIONER PURSUANT TO TITLE 48 RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE
LIMIT OF $1,000,000.00 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE.
CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN
EFFECT SHALL BE FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3,
AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR
THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9,
' THE CONTRACTOR SHALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY
IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE
' Supplemental Specifications
(Rev 02/09/87) Page 13
1-07.18 CONTINUED
CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE ,
INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND
SETTING FORTH THE BASIC COVERAGE LIMITS. '
THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY
COMPLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AND THE CITY MAY TAKE SUCH OTHER ACTION '
AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW. COVERAGE IN
THE MINIMUM AMOUNT SET FORTH HEREIN SHALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY
IN EXCESS OF SUCH COVERAGE. '
1 07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. ,
THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND
ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNERS
REPRESENTATIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TO EACH PROPERTY ,
USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE
CITY ON REQUEST. THE CONTRACTOR SHALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS,
AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FUURNISHED BY THE OWNER ON
REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR
TO CONSTRUCTION IN FRONT OF EACH PROPERTY.
1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) '
FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISED
IN THE LATEST ADOPTED 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., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN
THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE
CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING
THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE
ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE
REQUIRED.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND
EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM
INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN
SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO
PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK
SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK 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, AND WELFARE
ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL
BE CONSIDERED INCIDENTAL TO THE WORT( INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM ,
"TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT.
TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE
ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE
(i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A
SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT DOES NOT ,
Supplemental Specifications
(Rev 02/09/87) Page 14
1-7.23(3)CONTINUED
' LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS:
1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE
FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK
ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT.
' 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT, AT THE PRE-CONSTRUCTION
CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED ON THIS PROJECT AND DESIGNATE THE
PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS
OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS
AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER.
3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS
POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE.
4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO
8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER.
5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED
TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO
COMPLIANCE WITH MUTCD/FHWA STANDARDS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY
UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE.
6. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE
CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT
ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT.
' 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN
ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO
BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE
THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS
' FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL
BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S
OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN.
1-07.23(6) DUST CONTROL (ADDITIONAL SECTION)
THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY
SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF
EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE
DUST NUISANCE OR AS DIRECTED BY THE ENGINEER.
1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION)
THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL
IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS
AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON
PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-
ACCESS DOCUMENTS.
Supplemental Specifications
(Rev 02/09/87) Page 15
1-08 PROSECUTION AND PROGRESS
1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION)
IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID ,
MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A
FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF
EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED
AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE
PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR
THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING UP ANY OF THESE
SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE
CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT.
SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND
THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED
SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT,
ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP,
AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN
SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE
CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE ,
PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN
APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE
WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS
HEREBY MADE AN OBLIGATION OF THE CONTRACT.
1-08.3(1) PRE-CONSTRUCTION CONFERENCE (NEW SECTION)
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY '
DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE-
CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT.
SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS
AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS
SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) '
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE
SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A
RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-
WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA,
INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY.
1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION)
REPLACE PARAGRAPH 1 WITH:
THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THE
CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS.
A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY
IS DEFINED AS A SATURDAY, SUNOAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS
SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION.
Supplemental Specifications '
(Rev 02/09/87) Page 16
1-08.5 CONTINUED
' ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID.
RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS:
NEW YEAR'S DAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY
FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS
DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY WHEN
CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A
SATURDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY
OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS.
1 THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND
REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS.
PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS
DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS
THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY
ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT
FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF
THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO
COMPLETE THE WORK WITHIN THE TIME REQUIRED.
1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION,
SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF
ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100
PERCENT FOR OVERHEAD,
1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION)
WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER
WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE
THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE
NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO
REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH
MONTHLY ESTIMATE.
1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND
SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO
MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE
WORK.
THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR
ACCORDINGLY.
NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE
SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMBED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE
ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING,
BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE
PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL
FENCED, SECURED AREAS.
Supplemental Specifications
(Rev 02/09/87) Page 17
1-08.13 ATTENTION TO WORK (NEW SECTION) '
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT IT
SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT '
ALL REASONABLE TINS BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO
EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE
LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE
OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE.
1-09 MEASUREMENT AND PAYMENT
1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION)
THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE ,
PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE
ENGINEER AT THE TIM= OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE.
A. BY TRUCK
PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT,
TARE WEIGHT, TRUCK NUMBER, DATE, WEIGH-MASTERS CERTIFICATION,AND INSPECTOR'S INITIALS.
SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION
SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING
MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY
TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS
NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD
DELIVERY.
B. BY OTHER MEANS
METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE
DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT.
1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION)
ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT ,
IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE
PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS.
PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SDCXILE, AS DESCRIBED IN
SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT
MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR
MORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE
CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR
WORKMANSHIP.
PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY:
CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID
PIPE INSTALLED AND NOT TESTED. 80.0%
PIPE INSTALLED AND TESTED. 90.0%
PIPE INSTALLED, TESTED, TIE-INS
AND SERVICES INSTALLED AND CLEAN-
UP COMPLETED. 100.0%
Supplemental Specifications r
(Rev 02/09/87) Page 18
DIVISION 2
EARTHWORK
2-11 CLEARING, GRUBBING, AND ROADSIDE CLEA14P
2-01.2 DISPOSAL OF USABLE MATERIAL & DEBRIS (PARTIAL REPLACEMENT SECTION)
DELETE: "THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED
BELOW."
AOD: "THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND RULES GOVERNING THE
DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS."
2-01.2(1) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE
2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE
2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE
2-01.2(4) DISPOSAL METHOD NO. 4 LAND FILLS (ADDITIONAL SECTION)
ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY
THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A
LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY.
' 2-01.3(4) ROADSIDE CLEANUP - DELETE
2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEM 4
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS
ADD:
5, WHEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT
PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED.
TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER
BACKFILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC.
2-02.5 PAYMENT (SUPPLEMENTAL SECTION)
ADO:
2. "SAW CUTTING," PER LINEAL FOOT.
3. "COLD MIX MC ASPHALT,PER TON.
ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX
ASPHALT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID
ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM.
i
Supplemental Specifications
(Rev 02/09/87) Page 19
2-03 ROADWAY EXCAVATION AND EMBANKMENT '
2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT:
1. HAUL
2. SLOPE ROUNDING
3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS.
4. REMOVAL OF UNSUITABLE MATERIALS.
5. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER
SURFACE IMPROVEMENTS
2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH:
CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE
ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF
APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE
INFORMATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR
WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN
OR RESIDENTIAL AREA.
2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION)
WHEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL
BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST
OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE MATERIAL
SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT
FULL BEARING ON SOLID GROUND.
MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE '
FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRAGLINE OPERATION OR BY SPECIAL
EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH
CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL
APPLY.
2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE
2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION)
ADD TO ITEM 1.
AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE
FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT
THE POINT OF LOADING. THE CONTRACTOR SMALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH
TICKET SHALL HAVE THE TRUCK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER.
2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
ADD TO BEGINNING OF PARAGRAPH 1:
"ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SITE AS
PART OF THEIR UNIT PRICE.
i
Supplemental Specifications
(Rev 02/09/87) Page 20
2-13.5 CONTINUED
REPLACE PARAGRAPH 1 ITEM 1 WITH:
"WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SIIJBGRADE, UNIT CONTRACT PRICES FOR
ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW
SUBGRADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2-
03.5(3) UNSUITABLE FOUNDATION EXCAVATION."
REPLACE TEXT OF ITEM 3 WITH:
"UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD.
WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL
BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL
INCLUDING HAUL.
WHEN NO BID ITEM FOR "UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT
AN ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS B 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 ORDERED BY THE
ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1-
04.4.
REPLACE TEXT OF ITEM 7 WITH:
"ALL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED."
2-04 HAUL
r2-04.5 PAYMENT (REPLACEMENT SECTION)
ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE 106 SITE SHALL BE CONSIDERED INCIDENTAL TO
AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK.
2-05 SLOPE TREATMENT
2-05.5 PAYMENT (REPLACEMENT SECTION)
ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT
PRICE OF OTHER UNITS OF WORK.
2-09 STRUCTURE EXCAVATION
2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION)
THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS
PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS.
2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING
THE REQUIREMENTS OF SECTION 9-30.7B FOR GRADATION AND QUALITY.
Supplemental Specifications
(Rev 02/09/87) Page 21
2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) '
REPLACE THE SECOND AND THIRD PARAGRAPHS WITH:
THE UNIT CONTRACT PRICE FOR STRUCTURE 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.
HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN,
STRUCTURAL PLATE PIPE, AND UNDERPASS SHALL BE 1.5 FEET.
LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING
MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER
LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE.
DELETE THE LAST TWO PARAGRAPHS.
2-09.5 PAYMENT (REPLACEMENT SECTION)
WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS:
1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD.
2. "STRUCTURE EXCAVATION CLASS B,-PER CUBIC YARD.
THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR
ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUFFING 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" SHALL APPLY. BUT IF THE CONTRACTOR
EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR
MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT
HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER
APPROVES.
WHEN "STRUCTURE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION,
AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS
AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL
BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO
ADDITIONAL PAYMENT SHALL BE MADE.
5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SUM.
THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND
EQUIPMENT NEEDED TO BUILD, DEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING,
CRIBS, COFFERDAMS OR CAISSONS.
IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OR CAISSONS WHEN THE CONTRACT PROVIDES
NO BID ITEM FOR 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 EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER
THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN
SECTION 1-04.4.
6. "GRAVEL BACKFILL(KIND)." PER TON.
THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE
FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED.
Supplemental Specifications
(Rev 02/09/87) Page 22
2-09.5 CONTINUED
UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TRENCH
BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE
SUPPLEMENTAL SPECIFICATIONS.
7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON.
IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR
UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT
REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL
' WITH FOUNDATION MATERIAL CLASS A OR CLASS B SHALL BE PAID IN THE BID ITEM "FOUNDATION
MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(i)), PER TON AND NO ADDITIONAL PAYMENT SHALL
BE MADE.
i2-11 TRIMMING AND CLEANUP
2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION)
ADD TO PARAGRAPH is
7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER
UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING.
8. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER.
9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND.
r10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S
APPEARANCE.
11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS.
Supplemental Specifications
(Rev 02/09/87) Page 23
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS '
5-04 ASPHALT CONCRETE PAVEMENT
5-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
REPLACE ITEM 10 "DRIVE WAY ASPHALT" WITH:
ID. "MISCELLANEOUS AND/OR DRIVE WAY ASPHALT," PER TON.
ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, & 14 REMOVING TEMPORARY STRIPING
SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK."
5-05 CEMENT CONCRETE PAVEMENT ,
5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) '
CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2).
5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) i
REPLACE ITEM 7 WITH:
7."CEMENT CONCRETE DRIVEWAY", PER SQUARE YARD
Supplemental Specifications
(Rev 02/09/87) Page 24
DIVISION 6
STRUCTURES
6-11 ROCKERIES (NEW SECTION)
' 6-11.1 (DESCRIPTION)
THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE
EXCAVATION AND SHAPING OF THE CUT OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK
RETAINING WALL WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER.
6-11.2 MATERIALS
ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANDESITE OR OTHER IGNEOUS ROCK.
' INDIVIDUAL PIECES OF ROCK SHALL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES
WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOLIDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASHTO
T104, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SWILL NOT EXCEED 35% BY WEIGHT.
' THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF
VOID SPACE BETWEEN THE BLOCKS. NO STONE SWILL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE
ROCK MATERIAL SHALL BE WARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS AND
OTHER DEFECTS.
THE ROCK DENSITY SHALL BE A MINIMUM OF 160 POUNDS PER CUBIC FOOT. THE SOURCE OF SUPPLY AND
REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO THE
SITE.
' THE ROCK WALLS SHALL BE CONSTRUCTED OF ONE-MAN ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST
DIMENSION; TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800
TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAN ROCKS (1,500 TO 2,200 POUNDS) EACH 18"
IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION
SPECIFIES. THE FOUR-MAN ROCKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET
IN HEIGHT.
6-11.3 (CONSTRUCTION REQUIREMENTS)
THE ROCK UNLOADING AT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE
' RANGES INDICATED IN THE PRECEDING PARAGRAPH.
THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN
DEPTH BELOW SUBGRADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE F00T IN
DEPTH BELOW THE EXISTING GROUND LEVEL IN SENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE
PLACED SHALL BE TRIMMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROCK WALL
CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTION.
ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF
THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH
' A MINIMUM OF VOIDS. PARTICULAR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE
FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED
TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROCKS SHALL BE PLACED AT THE BASE OF THE
ROCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY
' PLACED BY MECHANICAL EQUIPMENT AND IN A MANNER SUCH THAT THE LONGITUDINAL AXIS IF THE ROCK SHALL BE
AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FACES
SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS
POSSIBLE ON THE ROCK BELOW IN SUCH A MANNER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER
Supplemental Specifications
(Rev 02/09/87) Page 25
6-11.3 CONTINUED '
SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS SMALL BE CHINKED ON THE BACK WITH QUARRY ROCK
TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE.
6-11.3.1 ROCKERY BACKFILL
THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- '
03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIMUM THICKNESS BETWEEN THE ENTIRE WALL AND
THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION
APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH '
COURSE OF ROCKS. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE ROCK COURSE WILL BE REMOVED
BEFORE SETTING THE NEXT COURSE.
6-11.3.2 DRAIN PIPE i
A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES AS t
SHOWN IN THE STANDARD PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN.
6-11.3.3 REJECTION OF MATERIAL
THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT '
IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL
WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT
NO ADDITIONAL COST TO THE OWNER.
6-11.4 MEASUREMENT
MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF
THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD.
6-11.5 PAYMENT
PAYMENT WILL BE MADE UNDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YARD.
THE UNIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN
PLACE AND SHALL INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION.
Supplemental Specifications
(Rev 02/09/87) Page 26
' DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEDERS, WATER MAINS, AND CONDUITS
7-01 DRAINS
' 7-01.4 MEASUREMENT (ADDITIONAL SECTION)
ADD TO PARAGRAPH 2:
' "WHEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS B' AND 'STRUCTURE EXCAVATION
CLASS B INCLUDING HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SHALL BE INCLUDED
IN OTHER CONTRACT PAY ITEMS."
' 7-02 CULVERTS
' 7-02.2 MATERIALS (ADDITIONAL SECTION)
ADD TO PARAGRAPH 1:
PVCPIPE ...................... 9-05.12
PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED TO IN SECTION 7-02
IT SHALL BE UNDERSTOOD THAT REFERENCE IS ALSO MADE TO PVC.
' 7-02.3(1)C PLACING PVC PIPE (ADDITIONAL SECTION)
' IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SHALL BE LAID BEGINNING AT THE
LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL AND EXTEND
FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT IS 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 SECTION)
' DELETE LAST PARAGRAPH
' 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH:
' 1. " " Storm drain pipe per L.F.
2. " " x " " Corrugated Steel Arch Pipe per L.F.
3. " x " " Corrugated Aluminum Arch Pipe per L.F.
' 4. "Concrete Class C" per C.Y.
5. " " Diameter Flared End Section Per Ea.
' DELETE PARAGRAPHS 5 & 7
' 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCM, AND UNDERPASS
7-03.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
' Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5"
' Supplemental Specifications
PP
' (Rev 02/09/87) Page 27
7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 11, 12 and 13
REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLASS A '
OR CLASS B SHALL BE PAID.IN ACCORDANCE WITH SECTION 2-09.
7-04 STORM SEWER '
7-04.2 MATERIALS (SUPPLEMENTAL SECTION) '
ADD: PVC SEWER PIPE ........................ 9-05.12
7-04.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) '
ADD:
PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF '
6" OVER AND 6" DOER THE EXTERIOR WALLS OF THE PIPE.
7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1. WITH..
SURVEY LINE AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT
WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. '
7-04.3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION)
ADO TO PARAGRAPH 3: L
PVC PIPE SHALL BE BEDDED AND BACKFIL.ED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)8 PRIOR TO
BACKFILLING THE REMAINDER OF THE TRENCH. '
-3
ADD:
MEASUREMENT OF BAN( RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH '
SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-
09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS.
7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) '
REPLACE PARAGRAPH 4 WITH:
EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR '
STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09.
7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ,
DELETE ITEMS 1 THROUGH 8 AND REPLACE WITH:
1. " " Storm sewer pipe, per L.F.
2. Concrete Class C, per C.Y. '
WHEN NO BID ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE
BEDDING, AS SHDWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO '
ADDITIONAL PAYMENT SHALL BE MADE.
REPLACE PARAGRAPH 3 WITH: '
TESTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND
INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS.
Supplemental Specifications ,
(Rev 02/09/87) Page 28
7-1S "4HOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS
7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION)
ADD:
' IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH
CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE
SUBGRADE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES SHALL BE CUT OFF AND
COVERED IN A SIMILAR MANNER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT
THEY MAY BE EASILY FOUND UPON COMPLETION OF THE STREET WORK.
' AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND MANHOLE CASTINGS SHALL BE
CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING
MANHOLES TO GRADE SHALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT
THE COMPLETION OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH
' MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE
THOROUGHLY COMPACTED. WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS
SHALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER
MAY DIRECT.
IN CEMENT CONCRETE PAVEMENT: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED
AND ADJUSTED IN THE SAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE
' MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE
CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY
WAY.
IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COLLETED,
AT WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES
PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SHALL BE CUT IN A RESTRICTED AREA AND
BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANHOLE SHALL THEN BE BROUGHT TO
PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF.
' THE CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED U' TO THE DESIRED GRADE.
THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH
SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE
MATERIALS AND CRUSHED ROCK SHALL BE REMOVED AND CLASS B(3/4) CONCRETE SHALL BE PLACED SO THAT
THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED U' TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF
THE FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT
CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT.
ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED WITH HAND TAMPERS AND A PATCHING ROLLER.
ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS B INCLUDING PAVING
' ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE,
DENSITY, AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL
THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AND SHALL BE IMMEDIATELY
COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE
MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED.
ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT AND GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS
' TO BE ADJUSTED TO GRADE WILL 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 FOR
MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF
' THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SHALL BE SOLIDLY EMBEDDED IN CONCRETE
ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND
SHALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT
CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF
THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL
BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS.
' Supplemental Specifications
(Rev 02/09/B7) Page 29
7-05.3(1) CONTINUED '
THE INSIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED.
MONUMENTS AND CAST IRON FRAME AND COVER: MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO '
GRADE IN THE SAME MANNER AS FOR MANHOLES.
VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME MANNER AS FOR ,
MANHOLES.
7-05.3(2) CONNECTION TO EXISTING LINE, CATCH BASIN, CURB INLET OR MANHOLE (NEW SECTION) '
WERE SHOWN ON THE PLANS, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB
INLETS AND/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE '
THE NEW PIPE TO FIT AND REGROUT THE OPENING IN A WORKMANLIKE MANNER. WERE DIRECTED BY THE
ENGINEER OR WHERE SHOWN ON THE PLANS, ADDITIONAL STRUCTURE CHANNELING WILL BE REQUIRED.
A "CONNECTION TO EXISTING" ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING '
STRUCTURE, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STRUCTURE. NO "CONNECTION TO EXISTING"
WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MANHOLES, CATCH
BASINS OR CURB INLETS.
THE UNIT BID PRICE PER EACH SHALL BE FULL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT
REQUIRED. '
7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH: ,
MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10' AS MEASURED FROM FINISHED
RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER THAN 10' WILL BE PAID '
AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT .
REPLACE PARAGRAPH 4: WITH:
STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL WILL BE MEASURED '
AS SPECIFIED IN SECTION 2-09.
7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) '
DELETE ITEMS 1 THROUGH 10 AND REPLACE WITH:
1. "Standard Manholes_", Per each '
2. "Extra Depth Manholes of, per V.F.
3. "Catch Basin Type , ^, per each
4. "Catch Basin Type , ", without catch, per each
5. "Extra Depth Catch Basin ", per V.F. '
6. "Adjust Manhole", per each
7. "Adjust Catch basin", per each
8. "Adjust Valves", per each '
9. "Adjust Monuments", per each
' 10. "Connection to Existing", per each
DELETE PARAGRAPH 4 '
Supplemental Specifications '
(Rev 02/09/87) Page 30
7-19 PIPE AND FITTINGS FOR WATER MAINS
7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
Pipe ............................. 9-30.1
Ductile Iron Pipe ................ 9-30.1A
Fitting .......................... 9-30.2
Ductile Iron Pipe ................ 9-30.2A
Plastic Film Wrap :::::::::::::::: 9-30.8
Tracer Tape 9-30.9
' 7-10 TRENCH EXCAVATION, BEDDING, AND BACKFIU FOR WATER MAINS
7-10.3(07)B EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION)
' REPLACE PARAGRAPH 4 WITH:
MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON.
7-10.4(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION)
MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-
09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIKJM TRENCH WIDTH PER SECTION 2-09.4 USING A
CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS
7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE
' 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTION)
' REPLACE PARAGRAPH 1 WITH:
PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO
OTHER BID ITEMS AND NO FURTHER COMPENSATION WILL BE MADE.
7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL FOR TRENCH
BACKFILL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACING
AND COMIPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE
WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH.
7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION)
' PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR -FOUNDATION MATERIAL" WHICH PRICE SHALL
BE FULL COMPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE
APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.7B(1)
' 7-11 PIPE INSTALLATION FOR WATER MAINS
' 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION)
THE POLYETHYLENE ENCASEMENT SHALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS,
COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 DR AWWA C105.
Supplemental Specifications
' (Rev 02/09/87) Page 31
7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION) '
IWHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING
MAINS MALL BE MADE BY CITY FORCES AS PROVIDED BELOW: '
CONTRACTOR INSTALLED CONNECTIONS:
CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY
ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, '
EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE.
EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS '
OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION.
ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN-
SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE ENDS
SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF
THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE GLEANED TO A SOUND, SMOOTH FINISH ,
BEFORE INSTALLATION OF THE COUPLING.
TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC
FILM WRAP. THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND '
COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE
COUPLINGS ARE INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL
JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE '
ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR
COUPLING SHALL BE EXPOSED TO THE BA KFILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO
PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ,
ITS INSTALLATION SHALL CONFORM TO AWWA C105 EXCEPT AS MODIFIED HEREIN.
WHEN WORK IS ONCE STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION,
AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL BE PERMITTED OVERNIGHT '
OR OVER WEEKENDS OR ON HOLIDAYS.
IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL ,
BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE
WHICH PROPERTY OWNERS ARE TO BE NOTIFIED.
THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING ,
HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM
PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. '
NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT
IS PRESENT TO INSPECT THE WORK.
THE TYPES OF CONECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE
PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL
NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONECTION BY ANY ,
OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO
WEEKS PRIOR TO THE EXPECTED CONSTRUCTION.
CITY INSTALLED CONNECTIONS: ,
CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST
VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT.
CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY '
ARRANGEMENTS WITH THE ENGINEE-R IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS,
EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. '
Supplemental Specifications
(Rev 02/09/87) Page 32 '
7-11.3(09)A CONTINUED
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON
THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL,
AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE
EXISTING MAIN AND ASSEMBLE ALL MATERIALS.
WHEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT
REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE
INCLUDED IN OTHER ITEMS OF WORK.
7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION)
ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN
EXCESS OF THAT UNDER WHICH 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 AND OPERATED BY THE
CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE
' UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN
STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH
AND 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 OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL
FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN
SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A
BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE
OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS.
1 THERE WILL BE NO CHARGE FOR THE WATER USED,
GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER.
' A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER
REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE
PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND
' REPAIR THE DEFECTS AND THEN RE-TEST THE PIPELINE.
ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE
HYDRANT VALVE. AFTER THE TEST 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 OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING
CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT
EXCEED THE RATED WORKING PRESSURE OF THE VALVE.
SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE
' FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S
CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE
CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED
' SUCCESSFULLY.
PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL
EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO
' ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION.
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SMALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES
' AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL
Supplemental Specifications
' (Rev 02/09/87) Page 33
7-11.3(11) CONTINUED
INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH
WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST '
PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED
AND PLUGGED.
THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP 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 SHALL BE OBSERVED TO
DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP '
PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF
CHLORINE TO A CONCENTRATION OF 50 MG/L.
THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY '
DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME
MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER ,
WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE
OWNER.
ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: ,
1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
LISTED IN THE FOLLOWING TABLE. '
2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD.
ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE* - GPH
Nominal Pipe Diameter* - Inches
PSI 6" 8" 10" _ 12" 16" 20" 24" ,
450 0.95 1.27 1.59 1.91 2.55 3.18 3.82
400 0.90 1.20 1.50 1.80 2.40 3.00 3.60
350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 ,
275 0.75 1.00 1.24. 1.49 1.99 2.49 2.99
250 0.71 0.95 1.19 1.42 1.90 2.37 2.85
225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 ,
200 0.64 0.85 1.06 1.28 1.70 2.12 2.55
*IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF 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 74.2.11 OF THE STANDARD SPECIFICATIONS.
7-11.3(12) DECHLORINATION (SUPPLEMENTAL SECTION) '
DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
CITY'S 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 SECTION) '
PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS.
CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD-MAN BLOCKING, AND
VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE '
PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING
MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO
BACKFILLING. JOINT RESTRAINT(SHACKLE RODS), WHERE REWIRED, SHALL BE INSTALLED IN ACCORDANCE WITH ,
-SECTION 7-11.3(15).
Supplemental Specifications ,
(Rev 02/09/87) Page 34
7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION)
' GENERAL
WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGINEER, JOINT
RESTRAINT SYSTEM (SHACKLE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE
' THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLUMBUS OHIO
43216, UNLESS AN EQUAL ALTERNATE IS APPROVED IN WRITING BY THE ENGINEER.
MATERIALS
STEEL TYPES USED SHALL BE:
HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SERIES.
' HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, SUPERSTAR "SS" SERIES.
CARBON STEEL ASTM A36, STAR "S" SERIES.
ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS:
ASTM B633 ELECTRODEPOSITED COATINGS OF ZINC ON STEEL.
ASTM A153 FOR GALVANIZING IRON AND STEEL HARDWARE.
ASTM A123 FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL SHAPES.
' JOINT RESTRAINER SYSTEM COMPONENTS:
TIEBOLT: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED.
' SST 7:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS,
ASTM A325, TYPE 30, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE
INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 60,000 LBS. MINIMUM FOR 3/4" BY HEAT
TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS
SPECIFICATIONS.
SST 753: 3/4" FOR 14" TO 24" MECHANICAL JOINTS. SAME ASTM SPECIFICATION AS SST 7
fSST 77: 3/4" SAME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAME ASTM SPECIFICATION AS
SST 7.
TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT.
SSB: 5/8" AND 3/4", ASTM A563, GRADE C3, PLAIN OR ZINC PLATED.
S 8: 5/8" AND 3/4", ASTM A563, GRADE A, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED
' TIECOUPLING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO
AID INSTALLATION, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED.
SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3.
S 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A.
' TIEROD: CONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT-
DIP GALVANIZED.
SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1.
' S 12: 5/8" AND 3/4" DIAMETER, ASTM A36, A307.
TIEWASHER: ROUND FLAT WASHERS, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED.
SS 17: ASTM A242, F436.
S 17: ANSI B18.22.1.
INSTALLATION
INSTALL THE JOIN' RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL
JOINTS ARE MECHANICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SHALL BE
INSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT
' 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECOUPLINGS WITH BOTH RODS THREADED EQUAL DISTANCE
Supplemental Specifications
(Rev 02/09/87) Page 35
7-11.3(15) CONTINUED
INTO TIECOUPLINGS. ARRANGE TIERODS SYMMETRICALLY AROUND THE PIPE. '
PIPE DIAMETER NUMBER OF 3/4" TIERODS REQUIRED '
4" 2
6" 2
8" 3
10" 4
12" 6
WHERE A MANUFACTURES MECHANICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS '
INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR SHALL BE USED
INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT.
WHERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, NO RUN OF RESTRAINED PIPE SHALL BE
GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON
LONGER RUNS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTINUOUSLY
RESTRAINED RUNS SHALL BE MECHANICAL JOINT PIPE AND TIEBOLTS SHALL BE INSTALLED AS ROD GUIDES AT
EACH JOINT.
7-12 VALVES FOR WATER MAINS ,
7-12.2 MATERIALS (SUPPLEMENTAL SECTION) ,
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE
CLOW LIST 14, MUELLER COMPANY NO. A-2380, KENNEDY, OR M 6 H.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING.
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND ,
EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT.
SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. ,
7-14 HYDRANTS
7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION)
HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 '
AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE
WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE
CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SHALL BE OF SUCH '
LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 -
1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL
WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN.
7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) ,
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (NJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (PE
X PE) 5" M.V.O. FIRE HYDRANT (MJ CONNECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE
Supplemental Specifications ,
(Rev 02/09/87) Page 36
7-14.3(02) CONTINUED
' ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAINT(SHACKLE RODS), SHALL BE
INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15).
' 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 2 WITH:
THE METHOD OF HARNESSING THE HYDRANT SHALL BE DETERMINED BY THE CONDITIONS FOUND IN THE FIELD
AND SHALL BE RE-SHACKLED AND RE-BLOCKED AS DIRECTED BY THE ENGINEER.
ADD:
' ALL RUBBER GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF
THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE.
7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION)
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 PRICE FOR "HYDRANT ASSEMBLY COMPLETE".
7-15 SERVICE CONNECTIONS
7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION)
REPLACE 1st SENTENCE PARAGRAPH 5 WITH:
PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER.
' SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON
BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN
FOR EACH SERVICE TO BE CONNECTED.
' THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE
K, SOFT FOR 3/4" SERVICES.
' TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH COMPRESSION TYPE, THREE PART
UNION COUPLINGS.
' TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW
COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER
STRIP BETWEEN SIDEWALK AND CURB).
' TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE,
TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED
SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION)
IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL
IN PARAGRAPH 4 DELETE: A B S COMPOSITE SEWER PIPE 9-05.14
Supplemental Specifications
' (Rev 02/09/87) Page 37
7-17.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) '
PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE
AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. '
THE HAND-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE CROWN SHALL BE FOOT-TAMPED
UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HAND-OPERATED
MECHANICAL OR PNEUMATIC TAMPERS TO 95% DENSITY. '
PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE.
7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION)
UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS ,
SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS.
WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR
DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED.
CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-MILLED, AND SHALL HAVE AN "0" RING RUBBER
GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR,
OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. '
7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION)
WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS r
BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED
IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM
SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE
ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE
ENGINEER. ,
7-17.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION)
ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE ,
WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND
COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH '
DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.).
7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 4 WITH:
EXCAVATION OF THE SEINER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS B AS
SPECIFIED IN SECTION 2.09. ,
ADD:
MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH
SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-
09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS.
7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION) '
REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH.
1. " Sanitary Sewer Pipe", Per Linear Foot
2. " "x " Tees" Per Each '
3. "T.V. Inspection" Per Lump Sun
4. "Bank Run Gravel for Trench Backfill", Per Ton
Supplemental Specifications
(Rev 02/09/87) Page 38 '
r7-18.2 MATERIALS
' MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
BITUMINOUS SURFACE TREATMENT ...... 5-02
' ASPHALT CONCRETE PAVEMENT ...... 5-04
CEMENT CONCRETE PAVEMENT .. 5-05
CUBS AND GUTTERS ...... 8-04
CEMENT CONCRETE SIDEWALKS ...... 8-14
7-18.3 CONSTRUCTION DETAILS
7-18.3(1) GENERAL
PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE THE DEMANDS OF TRAFFIC AND SHALL BE PERFORMED
iAS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL.
THE PLACING AND COMPACTION OF THE TRENCH BACKFILL, THE PREPARATION AND COMPACTION OF THE SUSGRADE,
AND THE PLACING AND COMPACTION OF THE CRUSHED SURFACING SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS.
BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE
' PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW
SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER.
CONCRETE USED IN PATCHES SHALL BE CLASS 'B' (3/4) - 3 DAY MIX. CURING COMPOUND AS SPECIFIED IN
SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMMEDIATELY AFTER FINISHING.
PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER,
' SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC.
7-18.3(2) CEMENT CONCRETE PAVEMENTS
rAFTER THE SUBGRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE
CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE
ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND DUMMY
JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A
FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER
FINISHING.
7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE
STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN
ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF
THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH
FINISHING WILL NOT BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL
BE ACCOMPLISHED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER.
r ASPHALT CONCRETE OR BITUMINOUS PLANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT
CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING
ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE PLACING THE
ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED, AND
r COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE
NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE
COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES.
r
Supplemental Specifications
(Rev 02/09/87) Page 39
7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE
AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE
ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE PLACED TO A THICKNESS OF THE '
EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER,
AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3).
7-18.3(5) OIL MAT STREETS ,
THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMMED TO A STRAIGHT LINE. AFTER THE StBGRADE HAS BEEN
PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2)
INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS
SPECIFIED IN SECTION 7-18.3(3).
7-18.3(6) INCIDENTAL WORK
ALL INCIDENTAL WORK AS REQUIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING
JOINTS WHERE REQUIRED, SHALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF '
SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED.
7-18.4 MEASUREMENT '
PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINES 1 (ONE)
FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. ,
MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT.
7-18.5 PAYMENT
PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND
PAYMENT WILL BE MADE UNDER:
1. -BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING - PER SQ. YD.
2. -CEMENT CONCRETE CLASS_, FOR PAVEMENT PATCHING - PER CU. Y0. '
3. -CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHING - PER SQ. YD.
4. -ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER TON.
5. -ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER SQ. YD.
WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS
PROVIDED.
Supplemental Specifications
(Rev 02/09/87) Page 40
DIVISION 8
MISCELLANEOUS CONSTRUCTION
8-04 CURBS, GUTTER, SPILLWAYS AND INLETS
8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY MALL BE CONSTRUCTED WITH AIR
ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO THE REQUIREMENTS
OF SECTION 6-02, EXCEPT THAT CLASS A MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVE WAY
SECTIONS.
IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B"
8-04.4 MEASUREMENT (SUPPLEMENTAL SECTION)
THE EXTRA DEPTH OF CURB AND GUTTER, AND THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN
ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE.
8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
8-07.1 DESCRIPTION (REPLACEMENT SECTION)
rTHE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB OF THE DESIGN
AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE
SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR
AS DIRECTOR BY THE ENGINEER.
8-07.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT SHALL BE MADE BY THE FOLLOWING:
(1) "Precast Traffic Curb, Type A" per lin. ft.
' (2) "Precast Traffic Curb, Type C" per lin. ft.
(3) "Block Traffic Curb, Type A" per lin. ft.
(4) "Block Traffic Curb, Type C" per lin. ft.
8-08 PLASTIC TRAFFIC BUTTONS
8-08.1 DESCRIPTION (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE
PLANS, OR WHERE DIRECTED BY THE ENGINEER.
8-08.2 MATERIALS (SUPPLEMENTAL SECTION)
THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20.
' 8-18.3 CONSTRUCTION REQUIRE?ENTS (SUPPLEMENTAL SECTION)
THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING:
' 1. Placing Tack Coat of Hot Paving Asphalt on Pavement Surface and firmly pressing the button
onto it.
Supplemental Specifications
(Rev 02/09/87) Page 41
8-08.3 CONTINUED
2. Placing Adhesive (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.
8-08.5 PAYMENT (REPLACEMENT SECTION) ,
PAYMENT SHALL BE BY THE FOLLOWING;
(1) "10" Plastic Traffic Button, color, " per ea.
8-09. LANE MARKERS '
8-09.4 MEASUREMENT (REPLACEMENT SECTION)
MEASUREMENT WILL BE LANE MARKER, TYPE I and TYPE II BY THE UNIT COMPLETE IN PLACE.
8-09.5 PAYMENT (REPLACEMENT SECTION) ,
PAYMENT SHALL BE BY THE FOLLOWING:
(1) "4" LANE LINE MARKER, TYPE I, White" Per Each
(2) "4" LANE LINE MARKER, TYPE II, COLOR(S)" Per Each
8-13 MONUMENT CASES
8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 4 WITH:
THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE
CITIES SURVEYOR.
WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET r
THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONUMENT. IN ALL CASES THE CITIES
SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MONUMENT. '
8 13.5 PAYMENT (SUPPLEMENTAL SECTION)
THE MONUMENT WILL ALSO BE SUPPLIED AND PLACED AS PART OF "MONUMENT, MDNlMIENT-CASE AND COVER" AND '
ALL WORK IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM.
8-14 CEMENT CONCRETE SIDEWALKS '
8-14.2 MATERIALS (PARTIAL REPLACEMENT SECTION) '
DELETE PARAGRAPH 2
8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
THE CONCRETE SIDEWALK SHALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)8 OR AS
Supplemental Specifications
(Rev 02/09/87) Page 42
8-14.3(4) CONTINUED
APPROVED BY THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND
VEHICULAR, SHALL BE EXCLUDED. VEHICULAR"TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS
THE ENGINEER MAY DIRECT.
8-15 RIPRAP
i8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
' REPLACE PARAGRAPH 2 WITH:
HAND PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED.
REPLACE PARAGRAPH 3 WITH:
FILTER BLANKET WILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED.
8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH:
3. "Hand Placed Rip Rap", per Ton
7. "Filter Blanket" Per Ton
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.
' 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL
8-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION)
THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO 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
MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO
INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CONDUIT.
TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACKFILL AND SHALL CONSIST OF MATERIAL AS
INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL
SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE
WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF 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 FOR THE COMPLETION OF THIS
PROJECT.
THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH
WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN
THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER,
8-20.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION)
' THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE
DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE
Supplemental Specifications
(Rev 02/09/87) Page 43
8-20.3(4) CONTINUED
INSTALLED THEREON.
ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT '
THE CONTRACTOR'S EXPENSE.
CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE
CONTRACTOR SHALL BLOCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE
SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATI DNS SHALL BE TROWELED,
8-20.3(4) CONTINUED
BRUSHED, EDGED AND FINISHED IN A WORKMANSHIP-LIKE MANNER. CONCRETE SHALL BE PROMPTLY CLEANED FROM
THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUNDATION SHALL ALL BE CLASS
"B" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE
THEREON.
TABLE 1
TYPE OF DEVICE DIMENSIONS '
Street Light Pole 4' Deep x 3' Sq. or Dia. '
Signal Pole 7' Deep x 3' Sq. or Dia.
Signal Controller See Detail Sheet
Street Light Control Cabinet See Detail Sheet
Special Base See Detail Sheet
ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW:
1) 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. (SEE DETAIL
SHEET)
2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS
SPECIFIED BY 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.
8-20.3(5) CONDUIT (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED '
ON THE PLANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON
PLANS.
CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW:
1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHENEVER THE
CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA.
2) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE
CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA.
ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE MANUFACTURER'S RECOMENDATIONS REGARDING
CEMENT USED AND ENVIRONENTAL CONDITIONS.
8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS
SPECIFIED IN THE PLANS AND AS PER DETAIL SHEETS.
Supplemental Specifications
(Rev 02/09/87) Page 44
' 8-20.3(6) CONTINUED
THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED BELOW:
1) STREET LIGHTING ONLY: "LIGHTING"
2) SIGNAL ONLY: "SIGNALS"
3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT"
4) TELEMETRY ONLY: "TELEMETRY"
' INSCRIPTIONS ON JUNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL,
OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT.
ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD
PLANS AND DETAIL SHEETS.
THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOX SHALL BE FULL
COMPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT
NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKFILLING AND
COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS.
8-20.3(9) GROUNDING (REPLACEMENT SECTION)
ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE
CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 810" IN
LENGTH COMPLETE WITH A #6 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND
RODS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR
CONDUCTORS.
8-20.3(10) SERVICE (REPLACEMENT SECTION)
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 II, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON
CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE)
3) TYPE III SYSTEM SHALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING
CONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE)
THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL
SERVICING UTILITY.
8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION)
UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH
600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE.
SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOXES AND THE SPLICE KIT
' SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED BY
CRIMPING OR BY A COMPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT
HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM
AND FILLED WITH EPDXY TO FORM A WATER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL BE
COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE 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 THE ENGINEER FOR APPROVAL
Supplemental Specifications
(Rev 02/09/87) Page 45
8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) ,
THE HAND HOLE SHALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A
GROUNDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND HOLE FRAM OR
INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP.
ALL POLES AND DAVIT ARMS SHALL BE DESIGNED TO SUPPORT A LUMINAIRE WEIGHT OF 50 LBS. OR MORE AND TO
WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3.
ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD
AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. '
DAVIT ARMS
THE DAVIT STYLE ARM SHALL INCORPORATE A 519" RADIUS BEND AS MASURED FROM THE CENTERLINE OF THE ,
SHAFT. THE OUTER PORTION OF THE ARM SHALL BE NEARLY HDRIZONTAL TO +2' ABOVE HORIZONTAL AND
SHALL BE FURNISHED WITH A 2" DIAMETER SLIPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE
LUMINAIRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP
OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. '
ANCHOR BASE
A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWER END '
OF THE SHAFT 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 ROUND
HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE.
ANCHOR BOLTS
FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNUTS AND TWO WASHERS, SHALL BE
FURNISHED WITH THE POLE. EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOTTOM END AND BE
THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE
ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT
AT ITS YIELD POINT.
MISCELLANEOUS HARDWARE
ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE
STAINLESS STEEL.
I.D. (IDENTIFICATION FOR POLES) ,
THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-DIGITS AND ONE LETTER ON EACH POLE,
WHETHER INDIVIDUAL LUMINAIRE OR SIGNAL POLE WITH LUMINAIR. THE LETTER AND 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 ULTRAVIOLET EXPOSURE. THE DECAL '
MARKERS SHALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK
BACKGROUND. THE I.O. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END BE THE CONTRACT OR
PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE.
COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID.
LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND MALL MEET THE POLE DETAIL REQUIREMENTS
INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS.
THE POLE SHAFT SHALL BE PROVIDED WITH A 4" x 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL
COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS.
ALL TENONS SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING.
ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE
PLANS. '
Supplemental Specifications '
(Rev 02/09/87) Page 46
8-20.3(13)A CONTINUED
THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT HAS BEEN INSTALLED THEREON.
AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE
PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH CONFORMING TO THE
CONTOUR OF THE POLE BASE PLATE.
DRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE OF PORTLAND CEMENT AND FINE SAND WITH JUST
ENOUGH WATER SO THAT THE MIXTURE WILL STICK TOGETHER ON BEING MOLDED INTO A BALL BY HAND, AND WILL
NOT EXUDE MOISTURE WHEN SO PRESSED. A ONE HALF INCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE
GROUT PAD AS SHOWN ON THE STANDARD DETAIL.
' 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION)
ALL SIGNAL CONDUCTORS 91ALL BE STRANDED COPPER AND 91ALL HAVE 601 VOLT TH INSULATION AND BE OF THE
SIZES NOTED ON THE PLANS. ALL MULTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO
DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM.
ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN ENO, CRIMP STYLE SODERLESS
' TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END
SOLDERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE
INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL
NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO
MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE
PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTACHED TO
APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE
THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS.
8-20.3(14)0 TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION)
' THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF
THE RESULTS.
8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS
' AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS.
ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION.
ALL ENTRANCES REQUIRED FOR POLEMOUNTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON
ASSEMBLIES, ETC. SHALL BE FIELD DRILLED.
8-20.4 MEASUREMENT (REPLACEMENT SECTION)
MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR F00T.
MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON.
MEASUREMENT FOR SIGNAL_ STANDAROS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP
SUM.
i€A.SUREMENT 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 JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE.
Supplemental Specifications
(Rev 02/09/87) Page 47
8-20.4 CONTINUED ,
MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN PLACE.
8-20.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT WILL BE MADE UNDER:
1) "TRENCH AND BACKFILL, WIDE, DEEP", per Linear Foot. '
2) "SELECT TRENCH BACKFILL", Per Ton.
THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION
FOR EXCAVATING, LOADING, HAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR
BACKFILLING AND TAMPING 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) " FOUNDATION" PER EACH
4) "CONDUIT, P.V.C., SCHEDULE 40, " Per Lin. Ft.
5) "CONDUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft.
6) "DESIGN JUNCTION BOX", PER EACH.
7) "STREET LIGHT STANDARD ", PER EACH.
8) "SIGNAL STANDARD, TYPE " PER EACH '
9) "DETECTION LOOP RETURN CABLE, 2/C" SHD." PER LINEAL FOOT
10) "SHIELDED PRE- EMPTION CABLE, 3/C SHD" PER LIN. FT.
11) "SHIELDED INTERCONNECT CABLE, PR" PER LIN. FT.
12) "TRAFFIC SIGNAL WIRE" PER LUMP SUM.
13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT.
THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP
SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING
AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS,
EQUIPMENT NECESSARY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT
PLANS AND THESE SPECIFICATIONS. ,
8-22 PAVEMENT MARKINGS
8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION)
SKIP CENTER STRIPE - DELETE AND REPLACE WITH: i
A BROKEN YELLOW LINE 4 INCHES WIDE. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25-FOOT
UNIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE
DELINEATION ON A TWO LANE TWO WAY ROADWAY.
DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH:
TWO SOLID YELLOW LINES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. DOUBLE YELLOW CENTER
STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR
CHANNELIZATION.
EDGE STRIPE - DELETE
GORE STRIPE - DELETE AND REPLACE WITH:
APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH
LANES, FOR TRAFFIC ISLANDS AND CROSS HASH MARKS
LANE STRIPE - DELETE AND REPLACE WITH:
A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME
DIRECTION. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10
FOOT LINE AND 15 FOOT GAP.
Supplemental Specifications
(Rev 02/09/87) Page 48
8-22.1 CONTINUED
NO PASS STRIPE - DELETE
REVERSIBLE LANE STRIPE - DELETE
iTWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH:
A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4
INCH SPACE. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10
FOOT LINE AND A 15 FOOT SPACE (SEE DETAIL SHEET).
BARRIER STRIPE - DELETE AND REPLACE WITH:
iA SOLID YELLOW LINE, 18 TO 24 INCHES WIDE.
CROSSWALK STRIPE - DELETE AND REPLACE WITH:
A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8
FOOT SPACE IN BETWEEN THE LINES.
STOP BAR - DELETE AND REPLACE WITH:
A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE
CONTRACT PLANS.
TRAFFIC ARROW - DELETE AND REPLACE WITH:
A SOLID WHITE MARKING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS.
TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH:
A WHITE MARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET.
CYCLE DETECTOR SYMBOL - DELETE
i8-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION)
ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS:
LENGTH OF STRIPE - THE LONGITUDINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE
SHALL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY
MORE THAN PLUS OR MINUS 1/4 INCH.
8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION)
WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD
CONFLICTING STRIPES OR LINES.
8-22.4 MEASUREMENT (REPLACEMENT SECTION)
MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR
THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER
STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL ITEMS
SHALL BE COMPLETE IN PLACE.
MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF "_" WIDE LINE
i
Supplemental Specifications
(Rev 02/09/87) Page 49
8-22.5 PAYMENT (REPLACEMENT SECTION)
PAYMENT SHALL BE MADE UNDER:
1. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT
2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR F00T
3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT
4. "PAINGTED 12" WIDE CROSSWALK" PER LINEAR FOOT
5. "PAINTED _" WIDE STOP BAR" PER LINEAR FOOT '
6. "PAINTED TRAFFIC ARROW" PER EACH
7. "PAINTED TRAFFIC LEGEND _", PER EACH
8. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT
9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT
10. "PLASTIC TRAFFIC ARROW" PER EACH
11. "PLASTIC TRAFFIC LEGEND " PER EACH
12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT.
13. "REMOVAL OF PLASTIC LINE " WIDE" PER LIN. FT.
i
Supplemental Specifications
(Rev 02/09/87) Page 50
i
DIVISION 9
MATERIALS
9-03 AGGREGATES
' 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION)
' ADD TO PARAGRAPH 2 SENTENCE :
..EXCEPT THAT IN NO CASE SHALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES.
REPLACE PARAGRAPH 3 WITH:
GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS 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 DETERMINED BY THE ENGINEER.
' GRAVEL BASE GRAVEL BASE
CLASS A CLASS B
' % PASSING 1/4" SIEVE 25% MIN. 25% MIN.
75% MAX. 75% MAX.
% PASSING U.S. NO. 200 5% MAX. 10% MAX.
SIEVE (WET SIEVING)
' (DUST RATIO): % PASSING #200 2/3 MAX. 2/3 MAX.
% PASSING #40
' SAND EQUIVALENT 50 MIN. 30 MIN.
9-03.12(1)A CLASS A (REPLACEMENT SECTION)
' GRAVEL BACKFILL FOR FOUNDATION, CLASS A, SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST.
9-03.12(1)B CLASS B (REPLACEMENT SECTION)
GRAVEL BACKFILL FOR FOUNDATIONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR
' FOUNDATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL
FOR FOUNDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10
AGGREGATE FOR GRAVEL BASE, CLASS A.
9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION)
REPLACE SENTENCE 1, PARAGRAPH 1 WITH:
GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF NATURALLY OCCURRING PEA GRAVEL CONFORMING TO
THE FOLLOWING:
' PASSING 3/4" SQUARE SIEVE 100%
PASSING 318" SQUARE SIEVE 70-100
PASSING #4 SEIVE 55-100
PASSING #10 SEIVE 35-95
' PASSING #20 SEEVE 20-80
PASSING #40 SEIVE 10-55
PASSING #100 SEEVE 0-10
' PASSING #200 SEEVE 0-3
SAND EQUIVALENT 35 MINIMUM
' Supplemental Specifications
(Rev 02/09/87) Page 51
9-03.12(3) CONTINUED
ADD: '
WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING
GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE '
BEDDING.
9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) '
GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS
OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE
9-05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS
9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) ,
DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON OR STEEL DRAIN PIPE FROM '
THIS SECTION.
9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION)
DELETE SENTENCE 2 PARAGRAPH 1 '
9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) '
REPLACE: "TREATMENT 5" WITH "TREATMENT 1"
9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) '
DELETE: "except that protective coating shall be Treatment 5". '
9 05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: PARAGRAPH 1 '
ADD:
THE MAXIMUM LENGTH OF PVC PIPE SECTIONS USED SHALL BE 12 FEET. '
9-05.13 DUCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION)
DELETE PARAGRAPH 1 '
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 AND ASTM STANDARDS.
THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: '
(1) SCLEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS.
(2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. '
Supplemental Specifications '
(Rev 02/09/87) Page 52
9-29.2 JUNCTION BOXES (REPLACEMENT SECTION)
' JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL. FRAME ANCHORED IN PLACE AND 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 STREET LIGHTING FACILITIES: "TS-LT"
THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES.
' 9-29.3 CONDUCTORS. CABLE (REPLACEMENT SECTION)
ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT
' THW INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM
SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL BE OF THE
SIZES NOTED ON THE SIGNAL WIRING DIAGRAM.
' THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SMALL BE A SPECIAL COMMUNICATIONS
CABLE. THIS CABLE SMALL BE BELDEN, BELDFOIL 8720, or EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 x
27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD,
' A TINNED COPPER DRAIN WIRE AND A CHROME VINYL JACKET.
THE 3/c SHIEL.DED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M #138 CABLE OR EQUIVALENT. THIS CABLE
' WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED.
THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING:
1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWG.
' 2. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE,WITH TELEPHONE
INDUSTRY COLOR CODING.
3. CABLE CORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST
LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS.
4. SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES)
.008" THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO
PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAME
MANNER IS ACCEPTABLE.
5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED
TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE
1 DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING.
6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE
OUTER JACKET.
' 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM--POLYETHYLENE
GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD.
EACH WIRE SHALL BE NUMBERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE "BERING STRIP ACCORDING
' TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS.
NO SPLICING OF ANY TRAFFIC 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 POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT
THE NEAREST JUNCTION BOX TO THE LOOPS.
' THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO
COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL
MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, 94ALL COMPLY WITH APPLICABLE
' SECTIONS OF THE NATIONAL ELECTRICAL CODE.
Supplemental Specifications
(Rev 02/09/87) Page 53
9-29.3 CONTINUED '
INSTALLATION OF ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD
SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN.
CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: '
(1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER
CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT
PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, '
CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE
USED WHERE EXPOSED TO SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED.
(2) MULTI-CONDUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO '
OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED
WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND '
SHALL BE COLOR COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE
CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK.
INSULATION SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS.
AWG
NM. Strands
CIRCUIT Phase Gauge Gauge Conductor Color Stripe '
Signal heads.... A 14 19/27 Red, Yellow, Green None
As 14 19/27 Red, Yellow, Green White-White
B 14 19/27 Red, Yellow, Green Black '
B' 14 19/27 Red, Yellow, Green Black-Black
C 14 19/27 Red, Yellow, Green White
Signal.......... Cam. 12 19/25 White None
Control......... Com. 12 19/25 White Black or Green '
Detector........ A,B,C 12 19/25 Black None
Com. 12 19/25 White None
Spare........... .... 14 19/27 Red, Yellow, Green Blue '
Flashers........ .... 12 19/25 Black None
Service......... .... 10 19/23 Black None
Alternate..... .... 12 19/25 Black None '
Neutrals
(not listed).. .... 10 19/23 White None
Alternate..... .... 12 19/25 White or Green None '
Multi-conductor cable shall be assembled as per the following typical illustrations:
a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor. '
b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3
No. 14's consisting of Phase A.
c) 8 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. '
14's consisting of Phase A and B.
d) 11 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG white with green or black stripe; and 9
No. 12's consisting of Phase A, B and C
e) 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18
No. 14's consisting of Phase A, A', B, B', C and Spare.
WIRING WILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. '
WITH THE EXCEPTION OF TYPE XHHW INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL
CONDUCTOR SHALL BE 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO ,
Supplemental Specifications t
(Rev 02/09/87) Page 54
9-29.3 CONTINUED
THE THICKNESS OF THAT INSULATION IMMEDIATELY AROLM ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR
JACKET THICKNESS.
INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE
INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP
SHALL BE NO. 12 A.W.G., TYPE USE, RHH OR RHN INSULATION. SEE DETAIL SHEETS.
1 9-29.4 MESSENGER CABLE, FITTINGS - DELETE
9-29.5 POLE LINE HARDWARE - DELETE
' 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION)
LIGHT STANDARDS SHALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN
THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN.
9-29.6(3) TIMBER LIGHT STANDARDS, TIMBER STRAIN POLES, TILER SERVICE SUPPORTS - DELETE
9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION)
ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE
WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL
PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRESSION
FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT.
' THE FUSES SHALL BE LOCATED INSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL
LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND
' SHALL HAVE THE FOLLOWING CHARACTERISTICS:
1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD.
2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR.
' 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE.
4. FUSES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS
FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS THEREFOR:
' LUMINAIRE SIZE SERVICE VOLTAGE 240V
1,000 W15A
400 W10A
250 W10A
200 W10A
175 W10A
150 WIOA
' 100 W10A
5. FUSES SHALL BE UL LISTED
' 9-29.8 MAST ARMS, CROSS ARMS AND TIE ROD - DELETE
9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION)
BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PROPERLY OPERATE 100 WATT 554,
150 WATT 555, 200 WATT 566, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SHALL
BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR).
THE BALLAST SHALL BE PRE-WIRED TO THE LAMP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN
' ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL
Supplemental SpeciPi" ations
(Rev 02/09/87) Page 55
9-29.9 CONTINUED '
EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED BIPHENYLS (P.C.B.) AS DIELECTRIC,
COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO
THE CASE LISTING ALL ELECTRICAL DATA.
9-29.10 LUMINAIRES (REPLACEMENT SECTION)
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-FITTER TYPE MOUNTING AND CAPABLE
OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON.
LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS ,
AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS.
THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE.
THE LUMINAIRE SHALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL '
SHALL BE PLACED BETWEEN THE LAMP SOCKET AND THE REFLECTOR.
THE MANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUMINAIRE. '
EACH LUMINAIRE SHALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING ,
SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE
AND THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH
LAMP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND:
7 FOR 70 WATTS 25 FOR 250 WATTS
10 FOR 100 WATTS 31 FOR 310 WATTS
15 FOR 150 WATTS 40 FOR 400 WATTS '
17 FOR 175 WATTS 70 FOR 700 WATTS
20 FOR 200 WATTS X1 FOR 1,000 WATT
ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL '
MOUNTING HARDWARE (MATS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL
BALLAST, SHALL BE WEATHER-TIGHT.
9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) '
UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF ,
PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT.
9-29.11(1) TIME CLOCK CONTROLS - DELETE '
9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION)
PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO- '
CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES
C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMINAIRE. IN A
CONTACTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LUMINAIRE '
NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS
OF INCANDESCENT LOAD "ON" AS MIN.
Supplemental Specifications t
(Rev 02/09/87) Page 56
' 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION)
ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO
SECURELY JOIN THE WIRES BOTH 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.
9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION)
THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE
POWER LINE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREMENTS OF
THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS.
COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE
UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS
' AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE
SHELF" ITEMS.
' THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER
COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MLTISONIC
MASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL
PHASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN
OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MULTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE
OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH
PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT THE LOCAL
INTERSECTION.
9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION)
' FLASH MIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS LP TO 1000 WATTS PER CIRCUIT
ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE.
' 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION)
EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG
DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM
OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS
CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS.
' WHEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE
CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE
CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR
' NO LONGER DETECTS THE EMERGENCY VEHICLE.
WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SMALL 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 POWER AND SIMULATE DETECTOR
CALLS FOR EACH PHASE.
9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION)
THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE
OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS OF
SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SUB-ASSEMBLIES.
Supplemental Specifications
(Rev 02/09/87) Page 57
9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION)
A CORNELL-DUBILER RADIO INTERFERENCE FILTER W 10801-1 30 AMPS OR EQUIVALENT SHALL BE USED TO
FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER
DEVICES WITHIN THE CABINET. '
9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION)
ALL TIMING.FUICTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION '
SHALL BE PROVIDED IN ACCORDANCE WITH NEMA STANDARDS.
THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED
SETTINGS. THE TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD
ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL
INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A '
FULLY-ACTUATED MODE. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT
LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION
SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY '
OPERATION. TRANSFER FROM COMPUTER SUPERVISION SHALL NOT CALL UP A STARTING YELLOW.
9-29.13(7)A ENVIRONMENTAL. PERFORMANCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS '
(REPLACEMENT SECTION)
THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY
CONTROL EQUIPMENT AND CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING '
AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RENTON
SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR
THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL '
CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED
COMPONENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE
TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A '
MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN
DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING
PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING
OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. '
9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION)
POWER SWITCHES
THERE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT '
ELECTRICALLY DEAD WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER
THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING
OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. '
STOP TIME BYPASS SWITCH
THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE '
INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE
MONITOR, THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE
STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION '
REMAINS IN FLASHING OPERATION.
DETECTOR TEST SWITCH ,
EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH.
WHEN DEPRESSED, THE SWITCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE. '
Supplemental Specifications
(Rev 02/09/87) Page 58 '
9-29.13(7)6 CONTINUED
THE CONVENIENCE OUTLET AND LAMP SOCKET
' A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAMP SOCKET
SHALL BE FURNISHED IN THE MAIN CABINET. A. DOOR SWITCH FOR THE LAMP SMALL BE PROVIDED. THIS
CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS.
FAIL SAFE UNIT
FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR
ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING
INDICATIONS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE
MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS
PREEMPTED NORMAL OPERATION.
SURGE PROTECTOR (LIGHTING ARRESTER)
' THE CONTROLLER SMALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER
INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS.
' FIELD WIRING TERMINAL
THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS
' SHALL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT
NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NJ49ERS SHALL LABEL EACH TERMINAL
AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE
TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINIMUM OF 15 TERMINALS AND A GROUND
BAR WITH A MINIMUM OF 6 TERMINALS SHALL BE PROVIDED.
COMPUTER INTERFACE UNIT
' INTERFACE COMMUNICATION DEVICES SHALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG
DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE
' COMPUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND
SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL
IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPUTER UNIT AND THE
INTERCONNECT CABLES.
9-29.13(7)D CONTROLLER CABINETS (REPLACEMENT SECTION)
EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING
REQUIREMENTS:
1. CONSTRUCTION SHALL BE OF SHEET STEEL.
2. THE CABINET SHALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL
AUXILIARY EQUIPMENT.
3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY
EQUIPMENT AND ANY REQUIRED APPURTENANCES.
4. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL
BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN
THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED.
5. THE CABINET DOOR SHALL BE PROVIDED WITH THE FOLLOWING:
a. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED
WITH A BEST TYPE LOCK. THE MAIN DOOR SHALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL
POLICE LOCK. INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL
PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE
WHEN PLACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUTO-FLASH SWITCH. WHEN
PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SHALL REMAIN ON AND CONTROLLER SHALL STOP
Supplemental Specifications
(Rev 02/09/87) Page 59
9-29.13(7)0 CONTINUED
TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER.
b. THE CABINET SHALL HAVE A FETAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT '
COAT SHALL BE A DURABLE ALUMINUM OR FM4ERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF
PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS.
c. BOTH DOORS (MAIN AND POLICE PANEL) SHALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS._
9-29.15 FLASHING BEACON CONTROL - DELETE
9 29.16 VEHICULAR SIGNAL HEADS (REPLACEMENT SECTION)
VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. '
VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR
VERTICAL MOUNTING. LENS SHALL BE GLASS AND FEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT.
REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 INCH DRAIN HOLE IN ITS BASE. '
VEHICLE SIGNAL HEADS SHALL BE CAST ALUMINUM.
ALL SIGNAL HEADS SHALL INCLUDE A BACK PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING '
OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED
TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE
FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. '
MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL
MOUNTING HARDWARE WILL BE OF THE TOP-MOUNT PLUMBIZER TYPE AS SHOWN ON THE STANDARD PLANS. '
POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES.
SIGNAL. HEADS SHALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS LIE IN THE SAME PLANE
AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SMALL NOT BE LSS THAN 16 FET 6 INCHES NOR
MORE THAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE
STAINLESS STEEL. '
9 29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION)
THE HEAD OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LAMPS '
VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND
TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT
TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LUMENS, 665 MINIMUM INITIAL '
LUMENS, 8000 HR. 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 WATT TRAFFIC SIGNAL LAMPS RATED
FOR 130 VOLT OPERATION, 1750 MINIMUM INITIAL LUMENS, 8000 HR 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 SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND '
SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A
MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN
SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND DUST-TIGHT. THE '
REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL UNLIT
SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TIMES OF THE
DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LENS. ,
Supplemental Specifications '
(Rev 02/09/87) Page 60
' 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION)
' SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS
OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED-ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK
PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL.
' 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE
9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE
9-29.16(3)B 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE
9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION)
VEHICLE AND PEDESTRIAN HEAD 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 BALD ENAMEL.
9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION)
DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION
OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS
SPECIFIED IN THE CONTRACT.
9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION)
' DECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 215B OR DETECTOR SYSTEMS MODEL 810A OR EQUAL.
9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION)
PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT.
THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MODE) IN PORTLAND ORANGE
AND "MAN" (FOR THE 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
POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS OF
FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL, THE VISORS SHALL BE FLAT SACK IN COLOR.
' 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION)
ALL NEON GRID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC
DESIGNED TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS
WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS
' PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND"
SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAN" SYMBOL OPERATING ON A 38 WATT MAX.
9-29.21 FLASHING BEACON - DELETE
' 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION)
THE SIGNAL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL
SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS.
THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR
EXTERIOR SURFACES AND 14 GAUGE FOR 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 TYPE LOCK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE
LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR
' SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET.
Supplemental Specifications
(Rev 02/09/87) Page 61
9-29.24(1) PAINTING (REPLACEMENT SECTION)
THE FINISH COAT SHALL 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 SHALL BE GIVEN A FINISH COAT
OF EXTERIOR GRADE OF WHITE METAL ENAMEL. '
9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION)
THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND '
DETAIL STETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET:
9-29.24(2) CONTINUED
1. MAIN CIRCUIT BREAKER
2. BRANCH CIRCUIT BREAKERS
3. UTILITY PLUG (120 VOLT-20 AMP RATED) G.F.I. TYPE
4. LIGHT CONTROL TEST SWITCH (120 VOLT-15 AMP)
5. CONTACTOR RELAY FOR EACH CIRCUIT
6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT)
7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH BREAKER (FOR UTILITY PLUGS)
8. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE
9. ONE 120 VOLT 40 AMP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) ,
10. COMPLETE PROVISIONS FOR 16 BREAKER POLES
11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH SHALL BE RED
WITH WHITE LETTERING. ALL NAME PLATES SHALL BE ATTACHED BY S.S. SCREWS. ,
12. METER BASE SECTIONS ARE UNNECESSARY
9-29.25 AMPLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION)
THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE
APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE
TERMINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE
SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL.
9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION)
PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52"
9-30.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION
CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN
ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANDI/AWWA '
A104/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS
SHALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECHANICAL JIONT(MU), PLAIN END(PE), FLANGED(FL), OR
SCREW(S). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BONAN, CHLORINATED BUTYL, OR CLOTH- ,
INSERTED RUBBER. RUBBER GASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C111/C21.11-80.
FLANGES (THREADED) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83.
IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-END '
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.1D-82 OF ANSI/AWWA
C153/A21.53-84.
3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE BOTH PUSH-ON (TYTON), OR PLAIN-EMD, OR MECHANICAL
JOINTS AND FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A '
PUSH-ON (TYTON), PLAIN-END, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-
84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA
C110/A21.10-82. I
Supplemental Specifications
(Rev 02/09/87) Page 62 '
9-30.2A CONTINUED
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-
4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE ENGINEER
TOGETHER WITH A CERTIFICATION, ON A FORM SUPPLIED BY THE CITY, THAT ALL FITTINGS MEET THESE
' SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT.
9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL
BE CLOW LIST 14, MUELLER COMPANY NO. A2380, KENNEDY, OR MOH.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING.
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX
AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A
VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
9-30.3E VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS
WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE
VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS.
9-30.5 HYDRANTS (REPLACEMENT SECTION)
FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING.
9-30.5A END CONNECTIONS (REPLACEMENT SECTION)
HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID
PROPOSAL DESCRIPTION.
9-30.58 HYDRANT DIMENSIONS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH
A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 INCH 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 4.875 AND ROOT DIAMETER 4.6263, 1-1/4" PENTAGON
OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
Supplemental Specifications
' (Rev 02/09/87) Page 63
' SPECIAL PROVISIONS
CITY OF RENTON
I-405 Storm Drain Crossing
(North of N.E. 44th Street)
SPECIAL PROVISIONS
1-07.23 TRAFFIC CONTROL (SUPPLEMENTAL SECTION)
' Prior to commencement of work the contractor shall submit a traffic control plan to the Department
of Public Works for approval.
1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION)
The contractor shall be required to maintain at least one lane of traffic at all times.
1-07.23(5) REIMBURSEMENT FOR LABOR FOR TRAFFIC CONTROL (SUPPLEMENTAL SECTION)
All costs associated with traffic control shall be considered incidental to other items and no
further compensation shall be made.
6-02 CONCRETE STRUCTURES
6-02.5 PAYMENT (SUPPLEMENTAL SECTION)
The unit bid price per c.y. for "Concrete Class AX for Headwalls" shall be full compensation for
furnishing all labor, materials and equipment necessary for constructing concrete headwall per the
Plans and Specifications, including reinforcing steel and safety bars and no further compensation
shall be made.
7-04 STORM SEWERS
7-04.2 MATERIALS
Steel storm sewer pipe shall have Treatment 5 protective coating in conformance with Section 9-
05.4(3). Aluminum storm sewer pipe shall have Treatment 5 protective coating in conformance with
Section 9-05.4(3).
7-04.3(2) B-1 PIPE LAYING (NEW SECTION)
FURNISHING AND JACKING STEEL CASING
Steel casing shall be furnished and installed in accordance with the Plans at the location staked
by the Engineer.
' That portion of the casing located under the existing roadway embankment shall be installed by
,jacking, uttering, or combination of both methods in accordance with the Special Provisions. The
7-04.3(2) (CONTINUED)
pipe shall be installed to preclude interference with highway traffic or damage to the traveled
lanes and shoulders. Prior to installation, the contractor shall submit an outline of his
construction procedures to the Engineer. The procedures shall include the following requirements
For a jacking and pit plan:
1. Plan view and elevation view shall show the following:
A. Dimension of pit.
B. Shoring, bracing, struts, valers or sheet pile.
C. Size and type of casing.
2. The proposed method of jacking the casing shall show the following:
A. The ,jacking system.
B. A detail of the separator-cushion at the end of the casing against which the jacking
force will be applied.
C. The support system behind the jack.
D. The support system under the jack and bottom of pit.
The shoring and jacking pit plan shall be prepared by and bear the seal and signature of a
licensed Professional Engineer. Submittal shall be made a minimum of 15 days prior to the
anticipated construction. Construction shall not begin until the construction procedures and plan
drawings have been approved by the Engineer. Approval by the Engineer shall not relieve the
contractor of responsibility for the sufficiency of the shoring and jacking pit plans.
The steel casing material shall conform to ASTM Designation A 53. The contractor shall furnish
pipe thick enough to withstand the forces exerted by the jacking operations as well as those
exerted by the earth during installation, but not less than that specified.
Jacking, augering and tunneling operations shall be conducted to prevent caving ahead of the pipe
which will cause voids outside the pipe. The auger head shall not proceed more than 4 inches
ahead of the pipe being jacked. If the material encountered during the contractor's operations
should make augering ahead of the casing impractical, the auger shall be withdrawn into the casing
and jacking operations shall precede the boring.
Removal of the material from the pits by washing or sluicing will not be permitted. After the
casing pipe is jacked in place, the inside shall be thoroughly cleaned free from grease, dirt,
rust, moisture or other deleterious contaminants. All welding on the steel casing pipe shall be
done by a certified welder.
Measurement of jacking steel casing will be made along the slope of the invert of the complete
pipe. Casing jacked beyond the limits shown shall be considered as being done for the
contractor's benefit and shall be at his expense.
The unit contract prices per linear foot for "Steel Casing" and per linear foot for "Jacking or
' Augering" shall be full compensation for furnishing all labor, materials, tools and equipment
necessary to perform the work. Included in the work is jacking, excavating and jacking pit,
disposing of excavated materials, dewatering, furnishing, hauling and placing
steel casing material and other work necessary to complete the installation.
7-04.3(2) (CONTINUED)
iENCOUNTERING FOREIGN MATERIAL
Additional payment will be made for removing foreign material that impedes the normal progress of
,jacking or boring construction to the extent that special efforts and equipment are required for
the removal. Foreign material may include, large boulders, stumps, logs, miscellaneous debris,
and other non-embankment material.
Payment for "Encountering Foreign Material" will be by force account in accordance with Section 1-
09.6 of the Standard Specifications including all labor, equipment, tools and materials for the
special efforts mentioned herein.
iNo additional compensation will be given for stand-by time for idle equipment used in the ,jacking
■ operation during removal of foreign material.
i7-04.5 PAYMENT
Replace Paragraph 2 with;
The unit contract price per linear foot for storm sewer pipe of the kind and size specified
shall be full compensation for structure excavation, dewatering, backfilling, furnishing,
hauling and assembling in place the completed installation including all special fittings,
,joint materials, testing per section 7-17.3(4) and adjustment of inverts to manholes for the
completion of the installation to the required lines and grades.
i7-05 MANHOLES, GRATE INLETS, DROP INLETS AND CATCH BASINS
i7-05.3(2) BRICK WEIR (NEW SECTION)
The lump sum price for "Brick Weir" shall be full compensation for furnishing and installing
minimum 6" wide tapered manhole bricks to form an overflow weir in Catch Basin No. 2 in accordance
with the plans and as directed by the Engineer.
i
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m f MAX. P/PE 5/ze MAY P>E L/iv1/7-E4 �
L�,Y 1`7VE CW�16VAA' T/OA1 m
I z �
l C B D/A. MAX.P/oE 52E 0 0
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C45T /N PLACE 6A5f
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• FOR C4TG1-1E� MA 5/1t/ TE,P/ALS S�C5. 5�ff 5T�1iUQ4QD SPcC/F/C ,UNS.
cn o • AL L 7Yf rC6 5GU1FFfD W177-1 OPfAl 6,2ATES s1-14L L OE• LG6K/A.6 7YPE. SEE DETA1Z-#84.
m -A • ALL 7YPE-Y C5 NOT/N PAVED AREA5 511ALL BE fQU/FFW A117-d 15:�X/D Lz'!l/Aa L10 AND
m m 5VALL A,dT�UA/CT/OrV A5 CA761-1,54511V OL.YMRC FOUNDRY#5MCo0 SOLD OP EDUAL.(5fE DETA/L-e85)
rn�
• C5 5/-14LL 5E SET SO 57Zf A ?E D/2EC -Y UNDER OPEA//,-t/G.
O p� _
1 �.rD CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
' qb" SLAB Wf F-I- 48"OPEN NG 9lo" 5LA6 W n-W 24''OPE�J I Kn
#co ff)A25 @7''CEI1T�
5Ci14 DIRECTIONS
>�Ut'>'UM PACE
*�o
2 CLR. a��� 2
1 � �
O.D. qy, Ml I SEGTIOQ J
72" SLAB VYI"fl-I 48"OPEIVIIJCa 7Z° SLAB WITu ?1�� UPtIJIK6
/ ff-M 0I2!✓C7101J5
&=o v PACE
i
OQ� p?�u
5 5AR 45 5A2
iO.D. of 72" M u' SEC J
2"CLRF— �i - 2'CLR.
ea4" SLAG W(>- 24-"0PE1J J KG 48" SLAPS I V M7 74'UPE1J i lea
-11-4 P-4R.5 @ Co"CEN7F c25
4 4 Pa41Z
!aa. of
2''CLR
1
DATE
' REINFORCING DETAILS FOR MH TOP SLABS SHEET
OD. OD Span Span Span
/Limits of pipe 3' ma..
compaction 3' max. /Limns doe
compaction
2 ��
\\ O.D.01 pipe \ ¢ \\ �015 rise min.
' D.15 0 D.
r. e r
limns 01 pipe :.e o s o •� "{'n
----Limits of pipe ° -s ° compaction • .o - 10
compaction ° •, •r• -fie
yc Gravel Doc.ldl/ NOTES:
GrO.el backf le 1Q for pipe beading� ° a • �� I. Pipe compaction limits shorn on this don are for pipe construction in
n for ppe Deco Grovel Docklill for
q F--� on embankment. For pipe construction in a trencA, me hOriiomol limits
lwndohons when specified of the p
1 Grovel Da ckfdl for DiD• cant action lone shill be the calls of the trench.
foundations when spe-.itied TYPICAL PIPE-ARCH INSTALLATION 2 All steel and aluminum pipe and pipe-arches shall be installed in occcd-
once with Design A.
DESIGN A
3(For Meal and Concrete Pipe) Concrete pipe with elliptical reinforcement shall be installed in accord-
once with Design A.
CLEARANCE BETWEEN PIPES g
MULTIPLE INSTALLATIONS 4 Concrete pipe, plain or w,th circular reinforcement, shall be installed
MIN. DIST. with Design A or a combination of Designs A and C,as oelermined by
PIPE SIZE ( BETWEEN the Engineer.
BARRELS 5 For Design C, it is essential that the walls for Zone 3 be constructed
CIRCULAR PIPE 12"to 24` I 12' as near vertical as possibit.
CONCRETE 8 METAL
DD. O.D OD DESIGN A 30" to 96" D1AM.-2 6.O.D.is equal to the outside diameter of o pipe or Ine outside soon
3'ma. I I 3'max. Limns of (DIAMETER) 102` to ISO" 48" of pipe-arch. The dimensions shorn as O.D. with 3'and 4'maximum
pipe shall be O.D. until O.D. a tuols 3' and 4'or which point 3'and 4'shall
T1
I ccr ipccfion
CIRCULAR PIPE 12"to 36" � 2D be used.
CONCRETE ONLY
42"to 96` 72" • I'-0" for diameters 12" through 42"and for spans through 50". 2'-0`
Limns of Dtsign of E DESIGN C
c (DIAMETER) 2
2 `
0 to IBO` 72" th diameters greater an 42` and for spans greater than 50".
2 C nenctt cartstr: 10
')
If PIPE-ARCM 18"to 36" 12`
METAL ONLY 43"to 142` SPAN-3
\ (SPAN)
'n0, \ 14d'10 t99" 48`
\\I •` r-0.15 OD min.
a s —1 LEGEND
Limits of pipe • z e ' PIPE COMPACTION ZONE
Compocn0n-- t/° t ' o ® PIPE COMPACTION DESIGNS
\ 1 Sockfill material placed in OS' loose layers AND BACKFILL
Gravel beading
and compacted to 95% maximum density.
for pipe eddinq ..v....o...•n.»...r..a.x.....w,..o.
1 Gravel backfdl for a Msemod 8 or C compaction. °"'^•""�•iOn
foundations when specified .•w,r•...�^...
3.Boled straw or hay with wires or strings cut •"s•r
DESIGN C (dry, corrvnerciol Quality). 1'
(For Conaele Pipe With Circular
Reinforcement Only)
xo e
,,.�•w .to°vary 23,1980
STANDARD PLAN B-11
rs r r rr� rr r� r r� rr rr rf rs � r r r r r ■�
Fill s.ape variable
2"
Fill slope vonaple
1�2
?�.. __a4 eoually soared(mod.15'c to c.) w4 saucily soared (max 1.6 c.m0
sq + �� 2^�
4. T-- I.
C,
Q r \5'r
v Concrete _Y D I i
Class B o-1" Anchor Dns
_./
\ e0uolty spaced C eoncr ate — 'Anchor Its
Var.(see rates) (r.q„.2_p- — —
Cless E pa equally sced
�
.—r -- -- c.to c.) _ -- (mas.2'-0"c.to 0
r—
0/4
C+D/2 IE I II_D/4�1 D/4
DtD/2
STEP MITERED PIPE
FULL MITERED PIPE
PIPES AND STRUCTURAL PLATE PIPES
Fill slope variable NOTES:
Unless 2 otherwise specified, round pipes and round structural plate pipes shall'� N 2,_ 44 eauolly spaced(h,=1.5' c to C �2, be full mitered in conformance with the detalis shown Itereon.
ii se co/ it li
The von°D+e dimension indicated lot the height of step for step mitred pipes
Q tea, -- I_ - shoe conform to monufocturers recommendations unless specified differently on
the plans or in the special provisions.
�� Anchor Dolts of the site shown hereon shall conform with ASTM Designation
ClassetB spaAn:ced
equally
Do+ � A307 and shall be galvanized in accordance with ASTM Designation A153 for
/ s2'-0" equally
i 2 __ - 1 � either steel or °Iuninum pipes, or shall conform with ASTM Designation 8211,
(mars 2�-0"c to t.) T
0' g I S T-� I alloy 2024-T4, treated with iinc Cnromatt Dint 10r aluminum pipes only.
Ir to I �4 u J O (rot Reinforcing steel shall have 11/2 inch clear cover to all concrete surfaces and
o 0 0 3 i II •,i I 1 ioJ shall be Grade 40 or Grade 60.
p N
�I Y4
3/4"4 bolt
STRUCTURAL PLATE PIPE ARCHES AND UNDERPASSES ANCHOR BOLT DETAILS
DID/2 or S+S/2
Fill
slope—HEADWALLS
/! FOR STEEL AND ALUMINUM PIPES
Concrete Class
Pipe 1D a..^....r...,o+
D�
SECTION A—A
D a.
��.A.F f....L..
z•zre a.,.,ea a..e.as:,a r.eDnr.cro„a ..K . e� ` ,...,
12L± Ad—,—r,a-A., -Os TG Jonoors 25,Ifi80
DSTE REVISION I BT I BRIDGE I AP►R•D. �r STANDARD PLAN B-9
1 14111 UU III I- IIIUyL--
' be saw-cut
Saw-CUL or line drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concr.eLe-- , -
Cy. i ;(.inct-.--- -- - - - -I ,ti�.;..��..c- -- - ---
' CemenL Conf:►-ni.c - - -- F- Gir r.'-(41jr''1{ t`� �"•� "
t .t.�.,"3 ., -G min. Cenrc.nL Concr'eLe
Corr(:. sl►ail he Cl , li (.1/4) _ / —'G" min. Crushed Surfacing
3-Day Mix Air En tra i nec► lop Course
Portland Celli. Conc. Con-
forming to Sect. 6-02.3. Compacted Select Trench
EXISTING ASPHALT CONCRETE OVER Dackfill
CEMENT CONCRETE
Final Joint--- Asphalt Concrete (3" min. )
must be saw-cuL replacement patch to be
- - - - - - - - 1" Lhicker-than previnusly
- - - - - - 1 - -- _- - Pxisl.erl.
/ . . ,; �.�(, i1in. (:rushed Surfacing
Cunc:reLe G,� //i///%�/ili/// iop Course
..--Compacted Select Trench
Dackfill
EXISTING ASPHALT CONCRU F_ OVER PREPiRED GRADE
Final Joint must Cement Concrete (D" Hill. ) Replace-
be saw-cut ment patch to be 1" thicker than
previously existed.
IF
Cxisf. incy CenrenL � -
Concrete Pavement --G" Min. Crushed Surfacing
Conc. shall be Cl . D (314) _ Top Course
' 3-Day Mix Air Entrained Compacted SelecL Trench
Portland Cem. Conc. Conforming Dackfill
to Sect. 6-02. 3. EXiSTiNG CEMENT CONCRETE OVER PREPARED GRADE
I . See Sec(.inns 7-18 and 2-09 for Patching -and Ilackfilllng S1lcclfications.
2. Al trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is gran Led
Lo do oLherviise by the CiLy Engineer and City Traffic Engineer.
3. I111 temporary patches on trenches shall be permanently patched within 2
weeks of completion of work wiLhin Lhe roadway area .
4. Saw cuts on concrete pavements shall be made no more than one-half the depth
of the existing slab. '
PAVEMENT PATCHING DETAILS ii-e�
GENERAL NOTES
ENo czo-2
CONSTRUCTION FLOOD LIGHTS SHOULD BE PROVIDED TO
u o MARK FLAGGER STATIONS AT NIGHT AS NEEDED.
]� ho
IF ENTIRE WORK AREA IS VISIBLE FROM ONE
STATION, ONE FLAGGER MAY BE USED.
STEADY BURNING WARNING LIGHTS (TYPE C,
�P MUTCD) SHOULD BE USED TO MARK CHANNEL-
'`top lo,«clol IZING DEVISES AT NIGHT AS. NEEDED.
ry\y�,� III CHANNELIZING DEVISES ARE TO BE EXTEND-
ED TO WHERE THEY ARE VISIBLE TO
APPROACHING TRAFFIC.
SIGNS SHOWN FOR ONE DIRECTION ONLY.
O ALL DISTANCES BETWEEN SIGNS TO BE :.
° ® W20-7o
° o
h�0 /W20-7aP
FLAGGER
�O AHEAD
END '■••-- ONE LANE
G20-2 b CONSTRUCTION ROAD W20-4
AHEAD
h� ROAD
CONSTRUCTION W20-1
AHEAD
LEGEND
° CHANNELIZING DEVICES
FLAGGER
TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A TWO-LANE TRAFFIC CONTROL PLAN
HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING IS PROVIDED.
GENERAL NOTES
ROAD v2 'LE
CONSTRUCTI W20-1 I MINIMUM TAPER LENGTH(L)IN FEET
AHEAD 1000 I Posted Speed(mph)
25 30 35 40 45 50 55
LEFT LAN 1000 I I ENO G20-2 10 105 150 205 270 450 500 MO
w2o-S(L) CLOSED CONSTRUCTICt
IIIIS I65 225 295 495 550 605
AHEAD S 0
W20-5Q-) Vv1_3(L) 12 1
125 180 245 320 540 600 660
0
EFT LAN L p O The maximum spacing between ehannelizing de-
CLOSED 0 vices In a taper should be nearly equal in feel
H L a 00 to the speed limiti the maximum spacing be-
Io tween channelizinq devices used to separate
/� �;•, traffic should be 2 times the speed limit.
6w AREA �r
W4-2(R) a W13-I Pavement markinga no longer applicable which
might create confusion in the minds of vehicle
M.P.H. operators shall be-removed or obliterated as
O O T soon as practicable. Temporary markings shall
0 0
00 o0l L be used as necessary. '
1 W4-2(L)
Stead burning Warning lights(Type C. MU7C0)
0
b should be used to mark channelizinq devices
1 2L at night as needed.
6 W20•S(R)
a Flashing warning lights and/or flags may be
RIGHT L used to call attention to the early warning signs.
G20 2 END ( t0 O CLOSED Signs WI.3(L),W4.2(R), W4-2(L) and W13-1-
CONSTRUCTI L D
Noic"Btackon Orange on PS&E sign plan sheets.
v I I 5 0 Where advisory speed are more than 30mph,
reverse curve signs(WI-4) should be used.
iGHT LAN
I I CLOSED W20-5(R) All distances between signs to bet.
000 1 AHEAD
LEGEND
a a a Channelizinq devices I I
� ROAD
Coo Sequential arrow sign W20-1 0ISTRUCTIOf
I/2MLE AHEAD TRAFFIC CONTROL PLAN
TYPICAL APPLICATION- FOUR-LANE UNDIVIDED ROADWAY, WHERE HALF
THE ROADWAY IS CLOSED. -
■i i i i i i � i i i i i i i i i i i i
TYR SIGNS BARRICADES
USED IN ROADWAY CONSTRUCTION AREAS
ROAD ROAD CLOSED ROAD CLOSED
AHEAD TO I
CLOSED LOCAL RAFFIIC0 THRU TRAFFIC ROAD
48"x30" 60"X30' 6o'x30" CLOSED
BLK.ON SILVER(REFL.) BLK,ON SILVER(REFL.) BLK.ON SILVER (REFL.)
LOCAL
TRAFFIC
ROAD ROAD ONLY
DETOUR
CONSTRUCTI01 CLOSED
AHEAD AHEAD AHEAD
TYPE III BARRICADE TYPE III BARRICADE
ORANGE ON SILVER (REFL.)
48"X48" 48'X4B" 48"X48"
BLK. ON ORANGE(REFL) BLK.ON ORANGE BLK. ON ORANGE �•I
(REFL.) (REFL.) 0
LAGGER
FAHEAD
AHEAD
48'X24' 48 'X24'
48"X 48" BLK.ON ORANGE BLK. ON ORANGE
BLK.ON ORANGE (REFL.) (REFL.) TYPE I BARRICADE
(REFL.) ORANGE ON SILVER
TYPE 11 BARRICADE (REFL.)
ORANGE ON SILVER (REFL.)
END DETOUR X X ROAD
CONSTRUCTION CONSTRUCTION
M.P.H.60'X24" 48'X 18" AHEAD
BLK. ON ORANGE BLK ON ORANGE 240X24'
(REFL.) (REFL.) BLK.ON ORANGE
LOCAL (REFL)
25
DETOUR 10
TRAFFIC
ONLY M.P.H.
VERTICAL PANEL PORTABLE
ORANGE ON SILVER 18" TRAFFIC
48"X18" 30'X38" DELINEATOR
BLK.ON ORANGE BLK.ON ORANGE (REEL.) CONE
(REFL.) (REFL.) ORANGE ORANGE
� tt=
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11
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