05-059.00 Shamrock Paving Co: Montgomery Ave RehabilitationACREEMENT FOR CONSTRUCTION SERVICE "S
Shamrock Paving inc.
THIS AGREEMENT is made by and between the City of Spokane Valley, a code City ofthe State of
Washington, hereinafter "City" and Shamrock Paving, Inc. hereinafter "Contractor," jointly referred to as
"parties."
IN CONSIDERATION of the terms and conditions contained herein the parties agree as follows:
1. Work to Be Performed. The CONTRACTOR shall do all work and furnish all labor, tools,
materials, supplies and equipment for the Montgomery Avenue Rehabilitation Project (hereinafter "work ") in
accordance with, and as described in 17,xhibit 1 (Contract Plans), and 2004 Standard Specifications for Road,
Bridge and Municipal Construction of the Washington State Department of Transportation, which are by this
reference incorporated herein and made part hereof ( "Contract Documents "), and shall perform any changes in
the work in accord with the Contract Documents.
The CONTRACTOR shall, for the amount set forth in the Contractor's bid proposal attached hereto,
assume and be responsible for the cost and expense of al work required for constructing and completing the
work and related activities provided for in the Contract Plans and Contract Documents, except those items
mentioned therein to be furnished by the City of Spokane Valley.
The City Manager, or designee, shall administer and be the primary contact for Contractor. Prior to
commencement of work, Contractor shall exercise best efforts to contact the City Manager or designee to
review the scope of work, schedule, and time of completion. Upon notice from the City, Contractor shall
promptly commence work, complete the same in a timely manner, and cure any failure in performance under
this agreement.
Unless otherwise directed by the City, all work shall be performed in conformance with the Contract
Plans, Contract Documents, City and State standards. Contractor acknowledges review of the Contract Plans
and Contract Documents and accepts the same. Contractor shall exercise best efforts, including the selection of
the highest quality materials, so that all work performed shall be in compliance with current related industry
standards.
2. Term of Contract. This Agreement shall be in full force and effect upon execution and shall
remain in effect until the job is finished, or on October 1, 2005, which ever occurs first.
The City may terminate this Agreement by ten (10) days' written notice to the other party. In the event
of such termination, the City shall pay the Contractor for all work previously authorized and satisfactorily
performed prior to the termination date.
3. Compensation. The Contractor agrees to perform all of the work described in the
contract documents per the unit prices in the bid proposal for an estimated sum of S417,817.65.
4. Payment. The Contractor may elect to be paid in monthly installments, upon presentation of
an invoice to the City, or in a lump sum, upon completion of the work. Applications for payment shall be sent
to the City Clerk at the below- stated address.
Agreement for Construction Services Page I of 4
The City reserves the right to withhold payment under this Agreement which is determined, in the
reasonable judgment of the City Manager, to be noncompliant with the Contract Flans, Contract Documents, or
City or State standards.
Notice. Notice shall be given in writing as follows:
TO THE CITY:
Name: Christine Bainbridge, City Clerk
Phone Number: (509) 921 -1000
Address: 1 1707 East Sprague Ave., Suite 106
Spokane Valley, WA 99206
TO THE CONTRACTOR:
Name: Chuck Green
Phone Number: 509- 244 -2800
Mobile:
Address: P.O. i3ox 19263
Spokane, WA 99219
6. Applicable Laws and Standards. The parties, in the performance of this Agreement, agree
to comply with all applicable Federal, State and local laws, and City ordinances and regulations.
7. Prevailing Wages on Public Works. Unless otherwise required by law, if this contract is for
a "public work" which is defined as "work, construction, alteration, repair or improvement other than ordinary
maintenance executed at the cost of the City," the following provision applies:
This Agreement provides for the construction of a public work and a payment of prevailing
wages according to Washington law. All workers, laborers or mechanics shall be paid a
prevailing rate of wage that is set forth in an Exhibit to this Agreement.
Before any payment may be made to Contractor a "Statement of Intent to Pay Prevailing
Wages" must be submitted to the City. Following final acceptance of the public works
project, the Contractor and each subcontractor shall submit an "Affidavit of Wages Paid"
before retained funds will be released to the Contractor. The affidavit must be certified by the
industrial statistician of the Department of Labor and industries.
8. Relationship of the Parties. It is hereby understood, agreed and declared that the Contractor
shall be an independent Contractor and not the agent or employee of the City, that the City is interested in only
the results to be achieved, and that the right to control the particular manner, method and means ofthe work is
solely within the discretion of the Contractor. Any and all employees who provide services to the City under
this Agreement shall be deemed employees of the Contractor. The Contractor shall be solely responsible for
the conduct and actions of all employees under this Agreement and any liability that may attach thereto.
9. Warrant). Unless provided otherwise in the Contract Plans or Contract Documents,
Contractor warrants all work and materials perfornied or installed under this Contract are free from defect or
failure for a period of one year following final acceptance by the City, unless a supplier or manufacturer has a
warranty for a greater period, which warranty shall be assigned to the City, in the event a defect or failure
occurs in work or materials, the Contractor shall within the warranty period remedy the same at no cost or
expense to the City.
10. Contractor to Be Licensed, Bonded and Insured. The Contractor shall be duly licensed and
bonded by the State of Washington. Contractor shall purchase and maintain, (luring the term of this
Agreement, a comprehensive general liability policy in the amount. of $1,000,000.00 per occurrence, with the
Agreement for Constniction 5ervicus Pagc 2 of 4
City as an additional named insured. A copy of the certificate shall be provided to the City. Contractor's
insurer shall give notice of cancellation of such insurance to the City.
11. Indemnification and Hold Harmless. Each party shall indemnify and hold the other, its
officers, employees, agents, and volunteers, harmless from, and against, any and all claims, demands, orders,
decrees, or judgments for injuries, death, or damage to any person or property arising or resulting from any act
or omission on the part of said party, or its agents, employees or volunteers, in the performance of this
Agreement.
12. Waiver. No officer, employee, agent, or other individual acting; on behalf ofeither party, has
the power, right, or authority to waive any of the conditions or provisions of this Agreement. No waiver in one
instance shall be held to be waiver of any other subsequent breach or nonperformance. All remedies afforded
in this Agreement, or by law, shall be taken and construed as cumulative, and in addition to every other remedy
provided herein or by law. Failure of either party to enforce, at any time, any of the provisions of this
Agreement, or to require, at any time, performance by the other party of any provision hereof, shall in no way
be construed to be a waiver of such provisions, nor shall it affect the validity of this Agreement, or any part
thereof.
13. Assignment and Delegation. Neither party shall assign, transfer, or delegate any or all of the
responsibilities of this Agreement, or the benefits received hereunder, without first obtaining; the written
consent of the other party.
14. .1misdiction and Venue. This Contract is entered into in Spokane County, Washington.
Venue shall be in Spokane County, State of Washington.
15. Arbitration. All disputes arising under this Agreement shall be resolved through arbitration
pursuant to State law. Rules for arbitration shall be those prescribed by the American Association of
Arbitration.
16. Entire Agreement. This written Agreement constitutes the entire and complete agreement
between the parties, and supercedes any prior oral or written agreements. This Agreement may not be
changed, modified, or altered, except in writing and signed by the parties hereto.
17. Anti - kickback. No officer or employee of the City, having the power or duty to perform an
official act or action related to this Agreement, shall have, or acquire, any interest in this Agreement, or have
solicited, accepted, or granted, a present or future gift, favor, service, or other thing of value from any person
with an interest in this Agreement.
18. Business Registration. Prior to commencement of work, Contractor shall register with the
City as a business.
19. Severability. If any section, sentence, clause or phrase of this Agreement should be
held to be invalid for any reason by a court of competent jurisdiction, such invalidity shall not affect
the validity of any other section, sentence, clause or phrase of this Agreement
20. Exhibits. Exhibits attached and incorporated into this agreement are:
I. Contract Provisions and Plans for Construction of Montgomery Avenue
Rehabilitation Project, Bid No. 05 -004 Farr to University
2. Bidder's Packet submitted at bid opening on July I, 2005, 11:00 a.m.
Agreement for Construction Services. Page 3 of 4
IN WITNESS WHEREOF, the parties have executed this Agreement this /Y'itay of 1/
52005.
CITY OF SPOKANE VALLEY:
City Manager
CONTRACTOR:
�G
7i
Owner - R'EDACT�D _
Tax I.D. No.:
APPROVED AS TO FORM:
� r
City Attodiey
This document contains confidential tax information and
has been redacted pursuant to RCW 82.32.330.
You may petition for a review of our findings pertaining to any
redacted or withheld documents pursuant to Spokane Valley
Municipal Code (SVMC) 2.75.080; and obtain judicial review
pursuant to RCW 42.56.550.
Agreement for Construction Services
Page 4 of 4
BIDDER'S PACKET
CITY
L;00*Valle�
Montgomery Avenue Rehabilitation Project
University Road to Westbound I -90 On -Ramp @ SR -27 (Pines Road)
_B [D NO. 05-004
jut ��F®
Cm'OF
CCfY OF SPOKANE VALLFY
M0NrCG0MERY A \IDEREHAVILITAT JFCI'
BID RESPONSE DOCUNIENTS
BID PROPOSA1
PROJECT NUMBER: 05 -004
PROJECT TITLE: Montgomery Avenue Rehabilitation Project
NAME OF FIRM SUBMIT -171NG BID:
SHAMROCK PAVING COMPANY
Each bid shall constitute an offer to the City of Spokane Valley as outlined herein and no bidder
may withdraw his bid after the hour set for the bid closing except under the conditions explained
in the Information to Bidders Section.
RECEIPT OF ADDENDA: Bidder acknowledges receipt of the following addenda:
Addendum No.
Date
Addendum No. Date
a4 -os'
a 5'-c s
REJECTION: The City reserves the right to reject any or all proposals, portions or parts thereof
and to waive all minor irregularities in bidding. Special attention will be directed to the
qualifications of the bidders when considering awarding a contract.
TIME TO COMPLETE: The contract shall be completed in twenty (20) consecutive working
days from the date of commencement stipulated in a Notice to Proceed with the understanding
that time is of the essence in the performance of this contract. The Notice to Proceed is generally
issued between 11 and 15 days after award.
BID IS NOT ELIGIBLE FOR CONTRACTOR'S BOND ELECTION to withhold 50%
retainage in lieu of furnishing a Contractor's Bond (Performance And Payment Bond).
SUBCONTRACTORS LIST: See Special Motes
SUBMITTAL: The "Bid Response Documents" Section constitutes the Bid Proposal when
completed and submitted. Please submit the Bidder's Packet with the completed Bid Response
Documents.
FREIGHT: Bid price(s) to include all freight costs to the job site.
Person/Entity Name: SHAMROCK PAVIVG CO Signature Of Bidder:
WILLIAM T MURPHY— *ICE,;PRESIDENT
CITY OF SPOKANE VALLEY SID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
PROPOSAL
The undersigned hereby certifies that (he /they) (has/have) personally examined the location and construction details
of work as outlined on the plans and specifications for the above project and (has/have) read thoroughly and
understands 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 proposes to undertake and complete the work
embraced in this improvement in accordance with said plans, specifications, and contract and at the following
schedule of rates and prices:
(Note: Unit prices for all items, all extensions, and total amount of bid must be shown.)
All prices shall be in legible figures (not words) written in ink or typed.
Item
Item Description
Units
Quantity
Price/Unit
Total Amounts
I
MOB1L1LATION
L.S.
1
Q
2
CLEARING AND GRLTBBING
L.S.
I
000,
Z� 000, J
3
REMOVE PAINT LINE
Ll:
1,650
J
4
REMOVING PAINTED TRAFFIC MARKING
EA
1
5
ROADWAY EXCAVATION TN`CL. HAUL
CY
1,675
/ .SAO
9/0Z `
6
ADJUST VALVE BOX
EACH
12
325`r
3, 900
7
ADJUST MANHOLE
EACH
4
—
8
ADJUST CATCH BASIN
EACH
12
9
BALLAST
CY
651
10
CRUSHED SURFACING BASE COURSE
CY
550
30' 3S
/�i 1092
11
CRUSHED SURFACING TOP COURSE
CY
550
�Jr �5
` Q 2 Ae
12
CRUSHED SURFACING TOP COURSE - FOR
SHOULDERS
CY
115
� --
QO/
13
PLANING BITUMINOUS PAVEMENT
SY
20,457
�' 952
CITY OF SPOKANE VALLEY 2 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
Item
Item Description
Units
Quantity
Price/Unit
Total Amounts
14
CONSTUCTION GEOTEXTILE
SY
1,955
/ 60
ill / 28
15
HMA CL. A PG 64 -28, 0.33 FT. DEPTH
SY
21,500
9,
203 LOS,
16
SUBGRADE PREPARATION
SY
21,5001
6, So
17
PAVEMENT SAW CUTTING
LF
420
18
PLASTIC LINE
LF
18,135
0,90
19
PLASTIC WIDE LINE
LF
300
20
PLASTIC TRAFFIC ARROW
EACH
20
21
PLASTIC STOP LINE,
LF
100
%ODD
22
PLASTIC RAILROAD CROSSLNG SYMBOL
EACH
2
23
TEMPORARY PAVEMENT MARKING
LF
5,000
0, s-
/
24
PROJECT TEMPORARY TRAFFIC
CONTROL
L.S.
1
21�04,
25
CONSTRUCTIION SIGNS CLASS A
SF
60
/A`
26
OTHER TRAFFIC CONTROL LABOR
HR
400
,` 15�0
/7000
27
MINOR CHANGE
CALC
1
28
TEMPORARY USE OF RAILROAD
PROPERTY
LS
1
�f
29
SPCC PLAN
LS
1
L? --
TOTAL
q 9, 13�
Person/Entity Name: SHAPIROCK PAVING CO.L Signature Of Bidder: �7 4
WILLIAM T MURPH –
,X E. PRESIDENT
CITY OF SPOKANE VALLEY 3 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
S
REPRESENTATIONS AND CERTIFICATIONS
ANTI - KICKBACK No officer or employee of the City of Spokane Valley, having the power or
duty to perform an official act or action related to this submittal, shall have or acquire any
interest in this submittal, or have solicited, accepted or granted a present or future gift, favor,
service, or other thing of value from or to any person involved in this submittal.
REPRESENTATION: In submitting this bid we represent that the bid documents have been read
and understood, that the site has been visited and or that we have familiarized ourselves with the
local conditions under which the work is to be performed, that by signature of this proposal we
acknowledge all requirements and that we have signed all certificates contained herein.
REPRESENTATION: In submitting this bid we acknowledge the requirements and conditions
applicable to bid deposits in the form of a cash bid deposit or surety bond bid deposit.
NON-COLLUSION: That the undersigned person(s), firm, association or corporation has (have)
not, either directly or indirectly, entered into any agreement, participated in any collusion, or
otherwise taken any action in restraint of free competitive bidding in connection with the project
for which this bid is submitted.
I CERTIFY that no final determination of violation of RCW 50.12.070(1)(b), 50.16.070(1)(b), or
A2.3 2.070(1)(b) has been made by the Washington State Departments of Employment Security,
Labor And Industries or Revenue respectively dated within two years of the date of the closing
of this bid. I understand further that no bid may be submitted, considered or contract awarded for
a public work to any person or entity that has a determination of violation of the above
referenced statutes within two years from the date that a violation is finally determined and the
date of this bid closing.
I CERTIFY that to the best of my knowledge the information contained in this proposal is
accurate and complete and that I have the legal authority to commit this Firm to a contractual
agreement. 1 realize the final funding for any service is based upon budget levels and the
approval of the City of Spokane Valley.
I CERTIFY that by signing the signature page of this bid, I am deemed to have signed and have
agreed to the provisions of this declaration.
Name: SHAMROCK PAVING COMPANY
person/entity submitting bid (print)
Signature:
WILLIAM T MUR
Title: VICE PRESIDENT
Date: JULY 1; 2005
CITY OF SPOKANE VALLEY 4 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
CONTRACTOR'S ADMINISTRATIVE INFORMATION
1. PERSON/ENTITY
a. Name as registered with the State Of Washington: ffiffi PI��ING COMAPNY— DIV OF MURPHY
b. Physical Address: N. 110 HAYFORD ROAD, SPOKANE WA 99224
c. Mailing Address including zip code: P.O. BOX 19263 SPOKANE, WA 99219
d. Remit To Address including zip code: P.O. BOX 19263 SPOKANE, WA 99219
e. Telephone number including area code: 509 - 244 -2800
f. Fax number including area code: 509- 244 -2949
g. E -mail address for business correspondence: CHUCKG @SHAMROCK PAVING US•
h. Washington State Contractors License Number: SHAMRPC099LM
i. Federal Tax Identification Number: REDACTED
j. Washington State UBI Number: 328 - 031 -141
k. State Industrial Account Identification Number: 101, 668 0
2. INSURANCE COMPANY:
a. Name of company: MAY DAVIS, INC
b. Mailing Address including zip code:
c. Insurance Agent Name:
E. 5227 TRENT SPOKANE, WA 99212
BILL DAVIS
d. Insurance Agent Telephone number including area code: 509 - 535 -8783
e. Insurance Agent Fax number including area code: 509- 534 -0318
3. BONDING COMPANY:
a. Surety Name: MAY DAVIS, INC
b. Surety Mailing Address including zip code: E. 5227 TRENT SPOKANE, WA 99212
c. Bonding Agent Name: BILL DAVIS
d. Bonding Agent Mailing Address including zip code: E 5227 TRENT AVE SPOKANE WA 99212
e. Bonding Agent Telephone number including area code: 509 -535 -8783
f. Bonding Agent Fax number including area code: 509 - 534 -0318
.Person/Entity Name: SHAMROCK PAVING CO
Signature Of Bidder:
WILLIAM T MURP — V E PRES.
CITY OF SPOKANE VALLEY 5 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
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d. Bonding Agent Mailing Address including zip code: E 5227 TRENT AVE SPOKANE WA 99212
e. Bonding Agent Telephone number including area code: 509 -535 -8783
f. Bonding Agent Fax number including area code: 509 - 534 -0318
.Person/Entity Name: SHAMROCK PAVING CO
Signature Of Bidder:
WILLIAM T MURP — V E PRES.
CITY OF SPOKANE VALLEY 5 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
BIDDER QUALIFICATION STATEMENT
The following statements of experience, personnel, equipment, and general qualifications of the Bidder
are submitted with the assurance that the owner can rely on its accuracy and truthfulness. if more space is
required for your answers please attach a continuation sheet(s) to the corresponding bid response page
referencing the item number.
1. The company has been in business continuously from (month and year) _A- 1.99
2. The company has had experience comparable to that required under the proposed contract:
a. As a prime contractor for 20 years.
b. As a subcontractor for 20 years.
3. The following is a partial list of work completed that was on an order of magnitude equal to or greater
in scope and complexity to that required under the proposed contract.
Year Owner & Person to contact Phone No. Location ntract
Value
2004 CITY SPOKANE 625 -7700 5TH AVE 696,111.68
2004 CITY SPOKANE 625 -7700 LEE STREET 126,254.60
4. A list of supervisory personnel currently employed by the Bidder and available for work on the project
(Construction Manager, principal foreman, superintendents and engineers) is as follows:
Years of
Name Title Experience
BRIAN KLAIBER SUPERINTENDENT 20+
DAVE; BERTELSEN PAVING FOREMAN 20+
MERLE FINCH GRADING FOREMAN 20+
5. Please attach a resume of the qualifications, previous employers, and experience of the project manager
who is proposed to be assigned to the project. If a resume is not included in the bid documents the bidder
agrees to furnish a resume within 24 hours of notice by the Cite.
6. Following is a listing of all projects the company has undertaken in the last Five _Years, which have
resulted in:
a. Arbitration or litigation. N/A
b. Claims or violations being filed by the federal Government or the Washington State Departments of
L &c 1, Employment Security or Revenue.
N/A
c. Liens being filed by suppliers or subcontractors.
N/A
Person/Entity Name: SHAMROCK PAVING CO
Signature Of Bidder:
WILLIAM T MURP — }c,�CE PRES .
CITY OF SPOKANE VALLEY 6 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
10
WIDDER COMPLUUNCE CERTIFICATION
IyR.OJE T COMPLL4NCE
In compliance with the request for quotation, bidder hereby proposes to perform all work for this project
in strict accordance with the contract documents, within the time set fortis therein, and at the prices bid.
SPECIFICAI`ION CON [PL.i.AN -CE
The bidder certifies below that his bid complies in all respects with the attached specification documents,
including the minimum specifications.
YES _U NO
If NO list below, in detail, any and all deviations.
LIST DEVIATIONS:
Person/Entity Name
SHAMROCK PAVING CO
Si&mature Of Bidder: 4�e— ,
WILLIAM T MUR — CE PRES.
CITY OF SPOKANE VALLEY 7 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
BID DEPOSIT
FORM OF BID DEPOSIT - CRECK ONIE: Please submit this sheet with the bid deposit.
CASH. Attach the deposit behind this sheet.
XX SURETY BOND -Attach bid bond behind this sheet. IT IS STRONGLY RECOAfjtTEA'DED THAT_
YOU USE THE AIYACHED FCJRj%,f
Person/Entity Name: SHAMROCK PAVINC CO
Signature Of Bidder:
WILLIAM T MU41-2
ES .
CITY OF SPOKANE VALLEY 8 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
This page left blank intentionally.
CITY OF SPOKANE VALLEY 9 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
000^111b%�
S06Mne ley BOND NO:
BID DEPOSIT SURETY BOND FORM
NAME OF PROJECT: Montgomery Avenue Rehabilitation Project
PROJECTA3 D NUMBER: 05 -004
NAME OF FIRM:
We,
as Principal, and
as Surety, are held and F=ly bound unto the CITY OF SPOKANE VALLEY, a Washington State Municipality, in the
penal sum of FIVE PERCENT (5 %) OF THE TOTAL AMOUNT BID, for the payment of which we jointly and severally
bind ourselves, and our legal representatives and successors.
THE CONI)ITIONS OF THE OBLIGATION are that if the City of Spokane Valley shall make timely award to the
Principal according to the terms of the bid documents; and the Principal shall, within ten (10) days after notice of the
award, exclusive of the day of notice, enter into the contract with the City of Spokane Valley and furnishes the
contractor's bond (performance and payment bond) with Surety satisfactory to the City of Spokane Valley in an amount
equal to one hundred percent (100 %) of the amount of the bid proposed including Washington State Sales Tax then this
obligation shall be null and void; otherwise if the Principal fails to enter into the contract and furnish the contractor's bond
within ten (10) days after notice of the award, exclusive of the day of notice, the amount of the bid deposit shall be
forfeited to the City; but in no event will the Surety's liability exceed this bond's face amount.
SIGNED AND SEALED THIS DAY OF
S UKETY
Signature
Typed Name
Title
(SEAL)
YEAR 20
PRINCIPAL
Signature
Typed Name
Title
CITY OF SPOKANE VALLEY 10 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
n
Contractor Agreement
Special Conditions
The undersigned agree to the following special conditions as part of the Construction Agreement between The City of Spokane Valley
and
SHAMROCK PAVING COMPANY
Contractor
1. Section 3 Plan and Tables A & B (SEE FOLLOWING PAGES)
2. Tide VI of the Civil Rights Act of 1964 Clause
3. Section 109 of the Housing and Community Development Act of 1974 Clause
4. Access to Records Clause
5. 'Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity
6. Standard Federal EEO Construction Contract Specifications (EO 11246)
7. Certification of Non - Segregated Facilities
8. Federal Labor Standards Provisions
9. Federal Wage Decision
A copy of each of these special conditions is attached to this agreement.
Agreed to on this date by:
Contract r WILLIAM -T MU HY ICE PRESIDENT
JULY 1. 2005
Date
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REFIABILITATION PROJECT
CONTRACTOR
Section 3 Plan
SHAMROCK PAVING COMPANY agrees to implement the following specific
affirmative action directed at increasing the utilization of lower income residents and
businesses within Spokane County.
A. To ascertain from the locality's CDBG program official the exact boundaries of the
Section 3 covered project area and where advantageous, seek the assistance of local
officials in preparing and implementing the affirmative action plan.
B. To attempt to recruit from within the County the necessary number of lower income
residents through: local advertising media, signs placed at the proposed site for the
project, and community organizations and public or private institutions operating within or
serving the project area such as the U.S. Employment Service.
C. To send to each labor organization or representative of workers with which the
Contractor has a collective bargaining agreement or understanding notice of Section 3
requirements.
D. To maintain a list of all lower income area residents who have applied either on their own
or on referral from any source, and to employ such persons, if otherwise eligible and if a
vacancy exists.
E. To insert this Section 3 Plan and the Section 3 Clause in all documents, and to require all
bidders on subcontracts to agree to this Section 3 Affirmative Action Plan including
utilization goals and the specific steps planned to accomplish these goals.
F. To insure that all appropriate project area business concerns are notified of pending sub
contractual opportunities.
G. To maintain records, including copies of correspondence, memoranda, etc., which document that all
of the above affirmative action steps have been taken.
H. To list on Table A, information related to subcontracts to be awarded.
I. To list on Table B, all projected workforce needs for all phases of this project by
occupation, trade, skill level and number of positions.
As officers and representatives of
SHAMROCK PAVING COMPANY
We the undersigned have read and fully agree to this Affirmative Action Plan; and become a part to
the full implementation of this prop
%��'
Signature WILLIAM T 9UR
VICE PRESIDENT
Title
JULY 1, 2005
Date
12
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
PROPOSED SUBCONTRACTS BREAKDOWN - TABLE A
For the period covering 20 through _
(Duration of the CDBG - Assisted Project)
20
COLUMN 1
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN 5
Type of Contract
Business or Profession)
Total Number of
Contracts
Total Approximate Dollar
Amount
Estimated Number of
Contracts to Project
Area Businesses"
Estimated Dollar
Amount to Project Area
Businesses'
A
s
S
-�-
o S
1
4 ?Z 0 70,
i
1
e-
-�
1,
o
S
o F-
Owv&2ry
S
3
NOTE 1: The Project Area is coextensive with the Spokane County Boundaries.
NOTE 2: Lower Income Project Area Residents are Individuals residing with Spokane County whose family income does not exceed
80% of the median income in the SMSA.
SHAMROCK PAVING COMPANY
Company
MONTGOMERY AVE REHABILITATIqq PROEJC "T
Project Name /
Company Officcr (Signature) WIL AA9 URPHY— VICE PRESIDENT
05 -004
Project Number
Date
.JULY 1,.•'-2005
CITY OF SPOKANE VALLEY 13 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
PRELIMINARY STATEMENT OF WORKFORCE NEED
'ABLE B
COLUMN 1
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN a
Job
Category
-Estimate of
Positions Needed
Positions Currently
Occupied By Permanent
Employees
Posilons Not
Currently Occupied
Lower Income
Projed Area
Resident Goal
OFFICERS1BUPERVISOAS
3
1
0
PROFESSIONALS
I
TECHNICIANS
OFFICE CLERICAL
1
1
0
OTHERS
TRADE�ABORERS
JDURNEYMEN
3
3
0
HELPERS
APPRENTICES
1
1
0
MAXIMUM NO.
TRAINEES
I
OTHER
TRAOEPPERATORS
JOURNEYMEN
6
b
U
HELPERS
APPRENTICES
1
1
O
MAXIMUM NO.
TRAINEES
I
10THERS
TRADE TEAMSTER
JOURNEYMEN
6
b
U
HELPERS
APPRENTICES
1
1
O
MAXIMUM NO.
TRAINEES
I
OTHERS
TOTALS
MOTE= Lower Income Project Area Residents are Ir4dividuaIs residing with Spokane County whose family income does not exceed
80% of the median income in the SMSA.
CITY OF SPOKANE VALLEY 14 BID RESPONSE DOCUMENTS .
M014TG OM ERY AVENUE REHABILITATION PROJECT
0
Spokane
,,;oO Valley
June 27, 2005
ATTENTION: All Bidders and Planholders
ADDENDUM NO. 1
Bid No. 05 -004
Montgomery Avenue Rehabilitation Project
University Road to Westbound 1 -90 On -Ramp @ SR -27 (Pines Road)
The following corrections/modifications are hereby made a part of the Contract Documents. All
bidders are required to base their bid upon the information furnished in this addendum; and
acknowledge receipt of this addendum as required in the Contract Documents.
THE PROPOSAL FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Page 3, insert $1.00 in the,Price /Unit and Total Amounts for bid Item #27 'Minor Change ".
THE APPENDICES FOR THIS PROJECT ARE AMENDED AS FOLLOWS:
Appendix A —Wage Rates
The latest available federal wage rates (General Decision No. WA030001 Mondification 29, dated
06117/05) are attached to this Addendum and shall replace the existing wage rates in the
Appendix.
THE CONSTRUCTION PLANS FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Sheet 9, Add Note 4. CONTRACTOR TO COORDINATE ROADWAY IMPROVEMENTS WITH
SPOKANE COUNTY UTILITIES SEWER IMPROVEMENTS FROM STATION 54 +74 TO 57 +75.
CONTRACTOR QUESTIONS I CLARIFICATIONS:
Question: Is all traffic control labor paid under "OTHER TRAFFIC CONTROL LABOR "?
Answer: Yes, All Traffic Control Labor shall be paid under the bid item "Other Traffic
Control Labor' in accordance with the construction operations described in section 1-
10.3(1)
END OF ADDENDUM NO. 1
ADDENDUM NO. I
CITY OF SPOKANE VALLEY
MONTTGOMERY AVENUE RERABILITATION PROJECT
JUN - 29. 2005 %3:2EPPr1 Crr�eSP4i�Rf ±E VALLEY � N0. 493 P. I/i
C
S Pokaa��
June 29, 2005
ATTENTION: All Bidders and Planholders
ADDENDUM NO. 2
Bid No. 05 -004
Montgomery Avenue Rehabilitation Project
University Road to Westbound 1 -90 On -Ramp aQ SR -27 (Pines Road)
The following correcdonstmodificaWns are hereby made a part of the Contract Documents. All
bidders are required to base their bid upon the inforrnation furnished in this addendum; and
acknowledge receipt of this addendum as required in the Contract Documents_
THE SPECIAL PROVISIONS FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Page 145, line 4 replace this line with - rhis project shall be physically completed within 25
working days."
END OF ADDENDUM NO. 2
ADDENDUM NO.2
CITY OF 5POKANb VALLEY
MON GOMERy AVENUE REHABILrrATION PROXECr
CONTRACT
PROVISIONS
AND
PLANS
FOR CONSTRUCTION OF:
SPOKANE REGIONAL
PLRN CENTER
PROJ IOu't'MW'* Ilae
BOX
MONTGOMERY AVENUE
REHABILITATION PROJECT
BID NO, 05-004
University Road to Westbound 1-90 (fin -Ramp @ SR-27 (fines Road
i If
Issued for
Bidding
Date:
Issued for
Construction
Date:
:IUD!'. 26, 20+85 3:24PM CITY SPOKANE VALLEY NO. 887 P. 0
S po.Kane
; IIIIIIIAIIIIII* Valley
June 29, 2005
ATTENTION: All Bidders and Planholders
ADDENDUM NO. 2
Bid No. 05-004
Montgomery Avenue Rehabilitation Project
University Road to Westbound 1 -90 On -Ramp @ SR -27 (Pines Road)
The following corrections/modifications are hereby made a part of the Contract Documents. All
bidders are required to base their bid upon the information furnished in this addendum; and
acknowledge receipt of this addendum as required in the Contract Documents.
THE SPECIAL PROVISIONS FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Page 145, line 4 replace this line with This project shall be physically completed within 25
working days."
END OF ADDENDUM NO. 2
ADDENDUM NO.2
CITY OF SPOI:AME VALLEY
MONTQON4ERY AVENUE REHABILITATION PROJECT
PLAN CENTER
RECEIVED
JUN n 2005
BOX #_2/5 TI E_�
BID DATE
// ?6 'O.
µ� SjZkoa'ne %oft&
Milley
PLAN CENTER
RECEIVED
June 27, 2005 BOX # 2t TI
BID DATE 7
ATTENTION: All Bidders and Planholders
ADDENDUM NO. 1
Bid No. 05 -004
Montgomery Avenue Rehabilitation Project
University Road to Westbound 1 -90 On -Ramp @ SR -27 (Pines Road)
The following corrections /modifications are hereby made a part of the Contract Documents. All
bidders are required to base their bid upon the information furnished in this addendum; and
acknowledge receipt of this addendum as required in the Contract Documents.
THE PROPOSAL FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Page 3, insert $1.00 in the Price /Unit and Total Amounts for bid Item #27 "Minor Change".
f
THE APPENDICES FOR THIS PROJECT ARE AMENDED AS FOLLOWS:
Appendix A — Wage Rates
The latest available federal wage rates (General Decision No, WA030001 Mondification 29, dated
06/17/05) are attached to this Addendum and shall replace the existing wage rates in the
Appendix.
THE CONSTRUCTION PLANS FOR THIS PROJECT IS AMENDED AS FOLLOWS:
Sheet 9, Add Note 4_ CONTRACTOR TO COORDINATE ROADWAY IMPROVEMENTS WITH
SPOKANE COUNTY UTILITIES SEWER IMPROVEMENTS FROM STATION 54 +74 TO 57 +75.
CONTRACTOR QUESTIONS I CLARIFICATIONS:
Question: Is all traffic control labor paid under "OTHER TRAFFIC CONTROL LABOR "?
Answer: Yes, All Traffic Control Labor shall be paid under the bid item 'Other Traffic
Control Labor" in accordance with the construction operations described in section 1-
1 0.3(1)
END OF ADDENDUM NO. 1
ADDENDUM NO. I
CITY OF SPOKANE VALLEY
MO \rTGOMERY A\Tt\WF RFHABILTTATION PROJECT
r General Decision Neer: IIA030001 06/17/2005 WA1
Superseded General Decision Number: I- IA020001
State: Washington
Construction Types: Heavy (Heavy, and Dredging) and Highway
Counties: Washington Statewide.
HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes
D.O.E. Hanford Site in Benton and Franklin Counties)
Modification Number Publication Date
Modification
Number Publication Date
0 06/13/2003
15
10/01/2004
1 Oi/23/2004
16
10/15/2004
2 02/06/2004
17
10/22/2004
3 02/13/2004
18
11/05/2004
4 03/05/2004
1L9
11/19/2004
5 03/12/2004
20
12/03/2004
6 04/16/2004
21
02/14/2005
7 05/14/2004
22
02/18/2005
6 06/18/2004
23
03/18/2005
9 06/25/2004
24
03/25/20+05
10 01/02/2004
25
04/01/2005
it 07/23/2004
26
04/22/2005
12 08/06/2004
27
06/03/2005
13 08/20/2004
23
06/10/2005
29
06/17/2005
CARP00o1 -008 06/01/2005
Rates
Fringes
Carpenters:
COLUMBIA RIVER AREA -
ADAMS, BENTON, COLUMBIA,
DOUGLAS (EAST OF THE 120TH
M.ERIDIAN), FERRY,
FRANKL--- K, GRANT, OKANOGAN
(EAST OF THE 120TH
MERIDIAN) AND WALLA WALLA
COUNTIES
GROUP 1: ...................
$ 24.18
7.75
GROUP 2 :...................$
25.29
7.75
CROUP 3: ...................
$ 24.45
7.75
GROUP 4 :...................$
24.18
7.75
GROUP 5: ....................
5 59.90
7.75
GROUP 6: ...................
$ 28.32
7.75
WA030001 Modification 29
Federal Wage Determinations
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN,
AND WHITMAN COUNTIES
GROUP 1: ................... $ 23.51
GROUP 2: ................... $ 24.61
GROUP 3: ....... ...........$ 23.77
GROUP 4 :...................$ 23.51
GROUP 5: ................... $ 58.24
GROUP 6: ................... $ 27.60
CARPENTERS CLASSIFICATIONS
PEN D OREILLE, SPOKANE, STEVENS
7.75
7.75
1.75
7.75
7.75
7.75
GROUP 1: Carpenter; Burner - Yielder; Rigger and Signaler;
Insulators (ail types), Acoustical, Drywall and Metal
Studs, Metal Panels and Partitions; Floor Layer, Sander,
Finisher and Astro Turf; Layout Carpenters; Form Builder;
Rough Framer; Outside or Inside Finisher, including doors,
windows, and jams; Sawfiler; Shingler (wood, composition)
Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and
Dismantling; Stationary Saw -Off Bearer; Wire, Wood and
Metal Lather Applicator
GROUP 2: Millwright, machine erector
GROUP K Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, dock and wharf carpenters
GROUP 5: Divers
GROUP 6: Divers Tender
DEPTH PAYY FOR DIVERS:
Each foot over 50 -100 feet $1.00
Each foot over 100 -175 feet 2.25
Each foot over 175 -250 feet 5.50
HAZMAT PROJECTS:
Anyone working on a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour -'This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
`LEVEL C + $00 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit ".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self- contained breathing apparatus
or a supplied air line.
WA030001 Modification 29 2
Federal Wage Determinations
------------------------------------------------------------
CARP0003 -006 06/01/2004
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LZWIS (Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean) , SK.AMANIA AND 4;ArKI KUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
ZONE 1:
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET
150 TO 200 FEET 2.00 PER FOOT OVER 150 FEET
Zone Differential (Add. up Zone 1 rates):
Zone 2 - $0.35
Zone 3 - i.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
'AM030001 Modification 29 3
Federal Wage Determinations
Rates
Fringes
Carpenters:
CARPENTERS; ACOUSTICAL ......
$ 27.72
10.70
DIVERS TENDERS ..............$
30.27
10.70
DIVERS ......................$
65.51
10.70
DRYWALL .....................$
27.72
10.70
FLOOR LAYERS & FLOOR
FINISHERS (the laying of
all hardwood floors named
and mastic set, parquet
and wood -type tiles, and
block floors, the sanding
and finishing of floors,
% the preparation of old and
new floors when the
materials mentioned above
are to be installed);
INSULATORS {fiberglass and
similar irritating
materils ....................$
27.67
10.70
?MILLWRIGHTS .................$
25.22
10.70
PILEDRIVERS .................$
28.22
10.70
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET
150 TO 200 FEET 2.00 PER FOOT OVER 150 FEET
Zone Differential (Add. up Zone 1 rates):
Zone 2 - $0.35
Zone 3 - i.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
'AM030001 Modification 29 3
Federal Wage Determinations
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE: 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
CA- RP0770 -003 06/01/2005
Rates Fringes
Carpenters:
CENTRJkL WASHINGTON:
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS, OKA.NOGAN (WEST
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
ACCOUSTICAL WORKERS ........$
21.71
10.45
CARPENTERS AND DRYWALL
APPLICATORS ................$
21.45
10.45
CARPENTERS ON CREOSOTE
MATERIAL ....................$
21.55
10.45
DIVERS TENDER ..............$
32.26
10.73
DIVERS .....................5
72.52
10.73
INSULATION APPLICATORS .....
$ 21.45
10.45
MIL"L`nTRIGHT AND MACHINE
ERECTORS ...................$
30.40
10.45
PILEDRIVER, BRIDGE DOCK
AND WHARF CARPENTERS .......
$ 29.40
10.45
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING .......$
29.60
10.45
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
FLOOR FINISHER, FLOOR
LAYER, SHINGLER, FLOOR
SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
TOOLS ......................$
21.5E
10.45
WA030001 Modification 29 4
Federal Wage Determinations
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLNiRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following_
listed cities:
Seattle
Auburn
Renton
Aberdeen- Hogsiam
Ellensburg
Centralia
Chelan
Zone Pay:
Olympia
Bellingham
Bremerton
A.nacortes
Shelton
Yakima
Tacoma
Wenatchee
Everett
Port Angeles
Mount Vernon
Sunnyside
Pt. Townsend
radius
0 -25
radius
miles
Free
25 -35
radius
miles
$1.00 /hour
35 -45
radius
miles
$1.15 /hour
45 -55
radius
miles
$1.35 /hour
Over
55 radius miles
$1.55 /hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Pinion Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
25 -45 radius miles $ .70 /hour
Over 45 radius miles $1.50 /hour
---------------------------------------------------------- - - - - --
WA.030001 Modification 29 5
Federal Wage Determinations
CXRP0770 -006 06/01/2005
Rates Fringes
Carpenters:
radius
miles
Free
WESTERN WASHINGTON: CLALLAM,
GRAYS
HARBOR,
ISLAND, JEFFERSON,
KING, KITSAP, LEWIS (excludes piledrivers
only),
MASON, PACIFIC (North
of a straight line made by extending
45 -55
the north boundary line of
Wahkiaku_m County west to the Pacific
Ocean), PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
COUNTIES
$1.55 /hour
ACOUSTICAL WORKERS .........$
29.56
10.73
BRIDGE, DOCK & WHARF
CARPENTERS .................$
29.40
10.73
CARPENTERS AND DRYWALL
APPLICATORS ................$
29.40
10.73
CARPENTERS ON CREOSOTE
MATERIAL ...................$
29.50
10.73
DIVERS TENDER ..............$
32.26
10.73
DIVERS. .................
$
72.52
10.73
INSULATION APPLICATORS .....
$
29.40
10.73
MILLWRIGHT AND MACHINE
ERECTORS ...................$
30.40
10.73
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING .......
$
29.60
10.73
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
FLOOR FINISHER, FLOOR
LAYER, SHINGLER, FLOOR
SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
TOOLS ......................$
29.53
10.73
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle
Auburn
Renton
Aberdeen- Hoquiam
Ellensburg
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
0 -25
radius
miles
Free
25 -35
radius
miles
$1.00 /hour
35 -45
radius
miles
$1.15 /hour
45 -55
radius
males
$1.35 /hour
Over
55 radius miles
$1.55 /hour
Bellingham
Anacortes
Yakima
Wenatchee
Port Angeles
Sunnyside
WA030001 Modification 29 6
Federal Wage Determinations
r
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
25 -45 radius miles S .70 /hour
Over 45 radius miles 51.50 /hour
----------------------------------------------------------------
ELEC0046 -001 06/01/2004
CALLAOM, JEFFERSON, KING AND KITSAP COUNTIES
r
Rates Fringes
Cable splicer ..................$ 36.85 3% +11.55
Electrician ....................$ 33.50 3% +11.55
----------------------------------------------------------------
ELEC0048 -003 01/01/2005
CLARK, KLICKITA ^a AND SKAMANIA COUNTIES
Rates Fringes
Cable splicer ..................$ 31.60 3€ +,13.05
Electrician ....................$ 31.35 3% +$13.05
----------------------------------------------------------------
ELEC0073 -001 07/01/2004
ADA14S, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
Cable splicer ..................$ 24.07 3% +11.58
Electrician ....................$ 23.67 3% +11.58
----------------------------------------------------------------
ELEC0076 -002 09/01/2004
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
Cable splicer ..................$ 34.13 3% +12.56
Electrician ....................$ 30.75 3a +12.56
-------------------------------------------------------- - - - - --
VXIA030001 Modification 29 7
Federal Wage Determinations
ELEC0077-002 03/01/2005
Rates Fringes
. '
,. .
Line Construction:
CABLE SPLICERS ..............
$ 39.48
3.875%*9'75
GeOUNDMEm ...................
$ 24.68
3.875%*B.00
LINE EQUIPMENT MEN ..........
$ 30.32
3.875#+8.80
LINEMEN, POLE SPRAYERS,
HEAVY LINE EQUIPMENT MAN '''.$
35.25
3'8750*9.75 .
POWDERMEm, J&CyKAuMEnYiEN'.''$
26.44
3.875#+8.00
TREE TRIMMER ................
$ 20.98
3.8750+7'94
----------------------------------------------------------------
ELEcOI-12-005 06/01/3004
ASOTI0, 8EN?O0, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALIA
WALLA., YAKIMA COUNTIES
Rates Fringes
Cable splicer .................. $ 31'24 3%+I2.28
Electrician .................... $ 29'75 3&+12.28
----------------------------------------------------------------
CLECO191-003 09/01/2004
ISLAND, S;0« JUAN, 300HOMIS8, 89AGIT AND wHATCOm COUNTIES
Rates rzinges
Cable splicer .................. $ 33'72 3&+10'33
Electrician .................... $ 30'66 ' 3%+10'33
----------------------------------------------------------------
EL2CO191-004 09/01/3004 �
CHELAw, DOUGLAS, GRANT AND OK8&OGAm COUNTIES
Rates Fringes
Cable splicer .................. S 29.33 3%+10.38
Electrician .... . ............... $ 26.66 3$+I0'2$'
--------------------------------------------------------------
ELE-C¢97¢-001 01/0I/2005
COmLITZ AND W/QHKIAKOM COUNTIES
Rates Fringes
Cable splicer .................. $ 31.57 3%+18'60
Electrician .................... $ 28.70 3%+18'60
-------------------------------------------------------------
o
WA030001 Modification 29 ' 8
Federal Wage Determi-nations
�`���t L'7kGT_V3Q� -0�3 05%212004
CHEELAN (WEST OV THE 120TH MERIDIAN}, CLA,LAM, DOUGLAS JWQT OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, jEFFERSOV, K10C,
[IT5AP, K TTI ?AS, MASON, OTKANOGAV (WEST Or THE 120TH MERIDIAN) ,
SAI all Ar SKAGIT, SNOKOMISHo WHATCOMf AND YAKIMA (WEST OF SHE
120TH MERIDIAN) COUNTIQ
PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY ? PROJECTS, AS
SHOWN BELpw)
Zone 1 (0 -25 radius miles):
SASFPOIN ^_3: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Po=t Townsend, Seattle, Shelton,
J
Wenatchee, Yakima
POWER EQUIPMINT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - C=anes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Towex crane over 175 ft in
height, base to bonin
GROUP It - Cranes, 100 Lens thru i99 tens, or 150 ft of bona,
(including jib with attachments ); Crane - overhead, bridge
type, 100 tons and over; Tower crane up to 115 ft in height
base to boom; Loaders - overhead, B yards and over; ShoveU ,
excavatox, backhoes -5 yards and over with attachments
GROUP 1 - Cableway; Crazes 45 tons thru 99 toms, un6 r 150 ft
of boor (including jib with attachments); Crane- o„exhead,
bridge type, 45 toms thou 99 toms; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard Lail end dump articulating off -road equipment 45 yards
and over; Loader- overhead 6 yards Lo, but not including 8
yards;'Mucking machine, mole, tunnel, drill and/or shield;
Quad 9, HD 41, D-10; Remote control operator an rubber ti=ed
_ earth moving equipment; Rollagon; Scrapers -self propelled 45
yards and aver; Siipform pavers; Transporters, all truck or
track type
030001 1VIodificadon 29
Federal gage De mnina #ions
Rates
Fringes
~
Power equipment operators;
Group IA .......... .......0
30.61
1005
Group lAA ............. __$
31 -15
10,23
Group IAAA ................0
31.67
1Q.25
Croup 1 .....................$
30-09
10.25
Group j _ ..................$
29.63
10,23,
Gn oup 3 ....................$
29,24
10,25
Group 4......... ........$
27,01
10.25
Zone Differential (Add to Zone I
x'ates);
Zone 2 (26 -45 radius miles) - $
.10
Zone 3 (Over 45 radius miles) -
$1.00
SASFPOIN ^_3: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Po=t Townsend, Seattle, Shelton,
J
Wenatchee, Yakima
POWER EQUIPMINT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - C=anes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Towex crane over 175 ft in
height, base to bonin
GROUP It - Cranes, 100 Lens thru i99 tens, or 150 ft of bona,
(including jib with attachments ); Crane - overhead, bridge
type, 100 tons and over; Tower crane up to 115 ft in height
base to boom; Loaders - overhead, B yards and over; ShoveU ,
excavatox, backhoes -5 yards and over with attachments
GROUP 1 - Cableway; Crazes 45 tons thru 99 toms, un6 r 150 ft
of boor (including jib with attachments); Crane- o„exhead,
bridge type, 45 toms thou 99 toms; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard Lail end dump articulating off -road equipment 45 yards
and over; Loader- overhead 6 yards Lo, but not including 8
yards;'Mucking machine, mole, tunnel, drill and/or shield;
Quad 9, HD 41, D-10; Remote control operator an rubber ti=ed
_ earth moving equipment; Rollagon; Scrapers -self propelled 45
yards and aver; Siipform pavers; Transporters, all truck or
track type
030001 1VIodificadon 29
Federal gage De mnina #ions
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane- overhead, bridge type -20 tons through 44
tons; Chipper; Concrete Pump -truck mount with boom
attachment; Crusher; Deck Engineer /Deck Winches (power);
Drillinc machine; Excavator, shovel, backhoe -3 yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch;, Horizontal /directional drill
operator; Loaders- overhead under 6 yards; Loaders -plant feed;
Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor
patrol graders - finishing; Piledriver (other than crane
mount); Roto- mill,roto- grinder; Screedman, spreader, topside
operator -Slaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar
Green; Scraper -self propelled, hard tail end dump,
articulating off -road equipment -under 45 yards; Subgrade
trimmer; Tractors, backhoes -over 75 hp; Transfer material
service machine - shuttle buggy, blaw knox- roadtec; Truck crane
oiler /driver -100 tons and over; Truck Mount portable
conveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments;
A -frame crane over 10 tons; Drill oilers -auger type, truck or
crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and
over with attachments; Horizontal /directional drill locator;
Outside hoists - (elevators and manlifts), air tuggers, strato
tower bucket elevators; Hydralifts /boom trucks over 10 tons;
Loader - elevating type, belt; Motor patrol
grader - nonfinishing; Plant oiler- asphalt, crusher;
Pumps- concrete; Roller, plant mix or multi -lift materials;
Saws - concrete; Scrpers- concrete and carry -all; Service
engineer - equipment; Trenching machines; Truck Crane
Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine -laser screed; Cranes -A frame -10 tons
and under; Elevator and Manlift- permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts /boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding operator;
Pavement breaker; Posthole digger, mechanical; Power plant;
Pumps, water; Rigger and Beilman; Roller -other than plant
mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment
operator
WA030001 Modification 29 10
Federal Wage Determinations
CATEGORY B PROJECTS: 959 OF THE BASIC HOURLY RATE FOR EACH
GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A
PROTECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED
RATES MAY BE PAID ON THE FOLLOWING:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5
million excluding mechanical, electrical, and utility portions
of the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving including, but
utilities excluded.
3. Marine projects (docks, wharfs, ect.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
hazardous perimeter shall be elgible for compensation in
accordance with the following group schedule relative to the
level of hazardous waste as outlined in the specific hazardous
waste project site safety plan.
H -1 Rase wage rate when on a hazardous waste site when not
outfitted with protective clothing.
H -2 Class "C" Suit - Base wage rate plus $.25 per hour.
H -3 Class "B" Suit - Base wage rate plus $.50 per hour.
H -4 Class "A" Suit - Base wage rate plus $.75 per hour.
---------------------------------------------------------------
! ENG10302 -009 06/01/2004
CHELAN (WEST OF THE 120TH MERIDIAN), CLPILAM, DOUGLAS (WEST OF
THE 120TH MMERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW/ THE RATE FOR EACH
GROUP SHALL BE 953 OF TH1 BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
WORK PERFORMED ON HYDRAULIC DREDDGES:
Zone 1 (0 -25 radius miles):
Rates Fringes
Power equipment operators:
GROUP 1
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 23.80
10.25
TOTAL PROJECT COST UNDER
$300,000 ............... ..$
26.96
8.40
GROUP 2
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 28.91
10.25
TOTAL PROJECT COST UNDER
$300,000 ...................$
27.06
8.40
W4030001 Modification 29
Federal Wage Determinations
GROUP 3
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 29.27
10.25
TOTAL PROJECT COST UDDER
$300,000 ...................$
27.38
8.40
GROUP 4
TOTAL: PROJECT COST
$300,000 AND OVER ..........
$ 29.32
10.25
TOTAL PROJECT COST UNDER
$300,000 ...................$
27.43
8.40
GROUP 5
TOATL PROJECT COST
$300,000 AND OVER ..........
$ 30.79
10.25
TOTA!, PROJECT COST UNDER
$300,000 ...................$
26.75
8.40
GROUP 6
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 2B.80
10.25
TOTAL PROJECT COST UNDER
$300,000 ...................$
26.96
3.40
Zone Differential (Add to Zone 1
rates):
'Lone 2 (26 -45 radius miles) - $
.70
Zone 3 (Over 45 radius miles) -
$1.00
BASEPOINaS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port
Townsend,
Seattle, Shelton,
Wenatchee,_Yakima
WA030001 Modification 29 12
Federal Wage Determinations
POWER SQUIPMZOT OPERATORS CLASSIFICATIONS
GROUP 1 - ASSISTANT MATE i KERND)
GROUP 2 - OILER
GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESIL, STEAM OR
BOOSTER PUMP}; MATES AND BOATMEN
CROUP 4 - CRAOEMAN, EPOINCER WELDER.
GROUP 3 T LEVtR_MAN, HYDRAULIC
GROUP 5 - MAIPTENANCE
CATEGORY B PROJECTS 95% OF THE BASIC HOURLY RATS FOR EACH
GROUP PLUS PULL FRINGE BZNEFITS APPLICABLE TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RAT IS
MAY aE PAID ON THE FOLLOWING:
i. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of the
contract.
2. Projects of less than $1 million where. no building is
involved. Surfacing and paving including, but utilities
excluded -
3- Marine projects (docks, wharfs, ect.) less than $150,000,
HEAVE' WACZ RRTnS (CkTEGORY A) APPLIES TO CLAD'! SHELL DREDGE, HOE
AND DIPPZR, SHOVELS AND SHOVEL ATTACHMZ TS, CRANES AW
BULLDOZERS.
HANDLING OF WARDOUS WASTE MATERIALS: Personnel in all craft
Classifications subject to working inside a federally designed
hazardous perimeter shall be elgible for compensation in
accordance with the following g;cup schedule relative to the
level of hazardous waste as outlined in the specific hazardDS
waste project site safety plan.
H-1 5ase wage rate when on a hazardous waste site wheh not
outfitted with protective clothing-
H-2 Class "C Suit - Base wage.rate plus $,25 per hour,
H -2 Class "B" Suit - Base wage rate plus $.50 per hour -
H -4 Class "A " Suit - Sase wage rate plus $ -75 per noun.
'10030001 Pdodifcadon 2 13
Federal Wage, Detenuinations
ENGI0370 -002 08/30/2004
AOAMS, ASOTIN, BENTON, CHEL7L7 (EAST OF THE 120TH MERIDIAN) ,
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKMOGAN (B.kST OF THE 120TH
MERIDIAN) , PEEND ORFTLLE, SPOK;LRE, STEVEENS, IwA'LA, '"H!TmAN
AND YAICIMA (EAST Or THE 120Th MERIDIAN) COUNTIES
ZONE 1:
ZONE DIFFERENTIA1 {Add to Zone I rat s: Zone 2 - $2,00
Zone 1: Within 45 mile radius of Spokane, Moses. Lake, Pasco,
Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Moses taker
Pasco, Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLA55IkTCATIONS
GROUP !A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP !: Bit Grinders; Solt Threading Machine; Compressors
(under 2D00 CL-M, gas, dxesi�l, or electric power); Deck
Hand; Driilers Helper (Assist driller in making drill rocs
conneCti0n5, service drill engine and air compressor,
repair drill rig and Jrill tools, drive drill support truck
to and on the job site, remove chili cuttings from aground
bore hole and inspect drill rig while in operation);
Fireman & Heater Tender; Grade Checker; hydro - seeder,
Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking
Machine; Pumpiman; Rollers, all types on subgrade, including
sea! and chip coatings (=axm type, Case, John Deere &
similar, or Compacting Vibrator), except when pullets by
Dozer with oaerzble blade; melding Machine
i'
030001 Modification 29 14
Federal Wage Determinations
i
Rates
Fringes
Power - equipment operators:.
GROUP
]A ... ................
21.34
7.62
GROUP
7 .....................
21.89
7.62
GROUP
2....... ..............5
-21
7.62
GROUP
3 .............. . . .. —$
22.B2
7.62
GROUP
4..,.,.,... _---$
22.98
?,62
GROUP
5 . ....................$
23.14
7.52
GROUP
6 .. ................
$ 23.42
7.52
GROUP
7 .....................$
3 -69
7.62
GROUP
8.... ..... ... .........$
24.79
7 -62
ZONE DIFFERENTIA1 {Add to Zone I rat s: Zone 2 - $2,00
Zone 1: Within 45 mile radius of Spokane, Moses. Lake, Pasco,
Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Moses taker
Pasco, Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLA55IkTCATIONS
GROUP !A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP !: Bit Grinders; Solt Threading Machine; Compressors
(under 2D00 CL-M, gas, dxesi�l, or electric power); Deck
Hand; Driilers Helper (Assist driller in making drill rocs
conneCti0n5, service drill engine and air compressor,
repair drill rig and Jrill tools, drive drill support truck
to and on the job site, remove chili cuttings from aground
bore hole and inspect drill rig while in operation);
Fireman & Heater Tender; Grade Checker; hydro - seeder,
Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking
Machine; Pumpiman; Rollers, all types on subgrade, including
sea! and chip coatings (=axm type, Case, John Deere &
similar, or Compacting Vibrator), except when pullets by
Dozer with oaerzble blade; melding Machine
i'
030001 Modification 29 14
Federal Wage Determinations
i
f� 't GROUP Z; A -frame Truck (single drum); Assistant refrigeration
E4 Plant {under 100Q ton); Assistant Plant, Operator, Fireman
or Pugmixer (asphalt); Bagley or Stationary Scraper; Bvit
Finishing Machine; Blower Operator (cement); Cement hog;
Compressor (2000 CFM or over, 2 or more, gas diesel o;
electric power); Concrete Saw {multiple cut); Distributor
Laverman; Ditch Witch or simiiaz: Elevator Hoisting
Materials; Dope Pots (power agitated); Pork Lift or Lumber
Stacker, hydra -lift A similar; Gin Trucks (pipeline);
doistr 5zngle dram; Loaders (bucket elevators and
conveyors); Longitudinal Float; Miner (portable - concrete );
Pavement Breaker, Hydra - Kammer & similar; Power Broom,
Railroad Ballast Regulation Operator (self- propelled)
Railroad Power Tamper Onerato; (self- propelled); railroad
Tamper Jack Operator (self - propelled; Spray Curing Machine
(concrete); Spreader Pox (self - propelled); Straddle Buggy
(Ross & similar on construction job only); Tractor (Faxrn
type R/T with attachment, except Bac±choe); Tugger Operatox
GROUP 3; A- frame Truck (2 or more drums ); Assistant
Refrigeration, Plant & Chiller Operator (over 1000 tors};
Backfillexs (Cleveland & similar); Batch Plant & Wet Mix
Operator, single unit (concrete); Belt -Crate Conveyors with
power pack or similar; Belt Loader (Kocal or similar);
Bending Machine; Bob Cat; Baring Machine (earth); Boring
Machine- {rock under e inch bit) (Quarry Master, boy or
similar); Bump Cutter (Wayne, 5agi.nau or similar); Canal
Lining Machine (concretel; Chipper Ni=hout crane);
Cleaning s Doping Machine fpipeline); Deck Engineer;
Elevating Belt -ty?e Loader (Euclid, Barber Green &
5imilav); Elevating Grader -type Loader fDumor, Adams or
similar); Generator Plant Engineers fW asel or electric);
Gunnite Combination Mixer & Compxessor; Locomotive
Engineer; Mixermabile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H ox
similar); Spreader Machine; Tractor (to D -6 or equivalent)
and Trexcavator; Traverse Finish Machine; Turnhead Operator
GROUP 4: Concrete Pumps (squeeze- Crete, flow - Crete, pump -
Crete, Whitman & similar); Curb Extruder fasphait or
concrete };.Drills (churn, core, calyx or diamond )(operate
drilling machine, drive or transport drill rig to and on
job site and weld well casing); Equipment Serviceman,
Greaser A Oiler; Hoist (2 or more drums or Power :foist};
Loaders (overhead a front -end, under 4 yds. RIT) ;
Refrigeration Plant Engineer (under 100Q ton); Rubber -tired
Skidders (R /T with or without attachments); Surface Heater
& Plait Machine; Trenching Machines (under 7 ft. depth
capacity); Turnhead (with re- screening); Vacuum Drill
(rsversa circulation drill under 8 inch bit)
NVA030001 Modification 29 15
Federal Wage Determinations
GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes
(25 tons & under), all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons); Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar)(operates drilling machine, drive or transport
drill rig to and on job site and weld well casing); Hoe
Ram; Piledriving Engineers; Paving (dual drum); Railroad
Track Liner Operattr (self - propelled); Refrigeration Plant
Engineer (1000 tons & over); Signalman (Whirleys, Highline
Hammerheads or similar)
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade
wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes
& Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units);
Batch & Wet Mix Operator (multiple units, 2 & incl. 4);
Blade Operator (motor patrol & attachments, Athey & Huber);
Boom Cats (side); Cable Controller (dispatcher); Clamshell
Operator (under 3 yds.); Compactor (self - propelled with
blade); Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons), all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar;
Draglines (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D.
Welder; Loader Operator (front -end & overhead, 4 yds. incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad -Track or similar
equipment; Rolierman (finishing asphalt pavement); Roto
Mill (pavement grinder); Scrapers, all, rubber - tired;
Screed Operator; Shovel(under 3 yds.); Tractors (D -6 &
equilvalent & over); Trenching Machines (7 ft. depth &
over); Tug Boat Operator Vactor guzzler, super sucker
GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds
& over); Blade (finish & biuetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning /Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Elevating Belt
(Holland type); Heavy equipment.robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front -end, over 3 yds. to 10 yds.);
Rubber -tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirieys & Hammerheads,
ALL
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower), all attachments including
clamshell, dragline; Loaders (overhead and front -end, 10
yards and over); Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .30 over scale
Over 250 ft $ .60 over scale
WA030001 Modification 29 16
Federal Wage Determinations
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone working on :AZNdrT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0370 -006 06/01/2004
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, G_ARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120T=
MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIN,A (EAST OF THE 120TH MERIDIAN) COUNTIES
WORK PERFORMED ON HYDRAULIC DREDGES
Hydrauli
GROUP
GROUP
GROUP
GROUP
GROUP
GROUP
Rates
Dredge
1: .................... 31.43
2: .................... 31.90
3: .................... 31.95
4 :....................$ 33.42
5: .................... 31.43
6: ............... ...$ 31.54
GROUP 1: Assistant Mate (Deck]-hand)
GROUP 2: Assistant Engineer (Electric,
Booster Pump); Mates and Boatmen
GROUP 3: Engineer Welder
GROUP 4: Leverman, Hvdraulic
GROUP 5: Maintenance
GROUP 6: Oiler
Fringes
7.62
7.62
7.62
7.62
7.62
7.62
Diesel, Steam, or
HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS.
------------------------------------------- --------------- - - - - --
NVA030001 Modification 29 17
Federal Wage Determinations
ENGID612 -001 06/01/2004
LETATI , PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A
PARALLEL UNE EXTENDED WEST FROM THE ?NORTHERN BOUNDARY OF
WAFKAIKUM COUNTY TO THE-SEA IN THE STATE OF WASHINGTON) AND
THURSTON COGNT12�5
PROJECTS=
CATEGORY A PPOJZCT3 (excludes Category B projects, as shoxTri
below)
Rates
Power equipment operators:
WORK PERFORMED ON
HYDRAULIC DREDGES:Total
Project Cost $300,000 and
over
GROUP 1 ....................$ 28.80
GROUP 2 . ..................$ 28.91
GROUP 3. 29,27
'GROUP 9,...,.....- r -- — $ 29.32
GROUP 30.79
CROUP G. ........ $ 28.80
WORK PERFORMED ON
HYDRAULIC DREDGES:Total
Froject Cost under $300,000
GROUP 1....,.- ------ - - -..$ 26.6
GROUP 2--- ............ $ 27.06
GROUP 3. ......... 27,38
GROUP 4 ....... r..r..r.,.,r-$ 27,43
GROCIP 5 $ 28.75
GROUP 6 ....................$ 26.96
Fringes
10 -25
10.25
10.25
10.2.5
10.25
10 -25
8.40
8,�0
8 -SO
8.410
8,90
8.98
ZON 2 (26 -45 raaiuE miles) - Add $.70 to Zone 1 races
2006-, 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates
BASEPOINT5; Tacoma, Olympia, and Centreiia
CAT ±GORY S PROJECTS - 95% of the basic hourly rate ;ox each
group plus Eull Zzinge benefits applicable to Category A
projects shall apply to the following projects; Reduced
rates may be paid on the following,
3. Projects involving work on structures such as buiadings
and structures whose total value is less than $1.5 million
excluding -mechanical, electrical, and utility portions of
the contract.
2. Projects of less than 1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. ?urine projects (ducts, wharfs, etc -} less than $150,000
WA030001 edification 29
Federal Wage Determinations
a
18
WORK PERFORMED ON HYDRAULIC DREDGES:
GROUP 1: Assistant Mate (Deckhand
GROUP 2: Oiler
GROUP 3: Assistant Engineer (^Llectric, Diesel, Steam or
Booster Pump); Mates and Boatmen
GROUP 4: Craneman, Engineer Welder
GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance
HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS
HANDLING OF HAZARDOUS WASTE MATERIALS
H -1 - When not outfitted with protective clothing of level D
equipment - Base wage rate
H -2 - Class "C" Suit - Base wage rate + $.25 per hour
H -3 - Class "B" Suit - Base wage rate + $.50 per hour
H -4 - Class "A" Suit - Base wage rate +$.75,per hour
----------------------------------------------------------------
ENGI0612 -002 06/01/2004
LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROTECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE OLLOWING RATES APPLY.
Zone 1 (0 -25 radius miles):
Rates
Power equipment operators:
GROUP IA ...................$ 30.61
GROUP 1P- A ..................$ 31.15
GROUP 1P_AA .................$ 31.67
GROUP 1 .....................$ 30.09
GROUP 2 .....................$ 29.63
GROUP 3 .....................S 29.24
GROUP 4 .....................$ 27.01
Zone Differential (Add to Zone 1 rates):
Zone 2 (26 -45 radius miles) = $ .70
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: CENTPLALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Fringes
10.25
10.25
10.25
10.25
10.25
10.25
10.25
GROUP l AAA - Cranes -over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
WA030001 Modification 29
Federal Wage Determinations
19
GROUP IA - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane- overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders- overhead, 8 yards and over; Shovels,
excavator, backhoes -6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including .jib with attachments); Crane - overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off -road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and /or shield; Quad 9 HD 41, D -10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers -
self- propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator -
concrete; Bump Cutter; Cranes, 20 tors thru 44 tons with
attachments; Crane - Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump -truck mount with boom
attachment; Crusher; Deck engineer /deck winches (power);
Drilling machine; Excavator, shovel, backhoe -3 yards and
under; Finishing machine, Bidwell, Ga,:iaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders - plaint feed; Locomotives -all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto -mill, roto-
grinder; Screedman, spreader, topside operator -Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper -self- propelled, hard tail end dump, articulating
off -road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 ;hp; Transfer material service
machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler /driver -100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane -A -frame over 10 tons; Drill oilers -auger type, truck
or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and
over with attachments; Horizontal /directional drill
locator; Outside Hoists - (elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts /boom
trucks over 10 tons; Loaders - elevating type, belt; motor
patrol grader- nonfinishing; Plant oiler- asphalt, crusher;
Pump- Concrete; Roller, plant mix or multi -lfit materials;
Saws- concrete; Scrapers, concrete and carry all; Service
engineers - equipment; Trenching machines; Truck crane
oiler /driver under 100 tons; Tractors, backhoe under 75 hp
WA030001 Modification 29 20
Federal Wage Determinations
F-
i GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine -laser screed; Cranes A- frame 10
tons and undex: Elevator and manliEt (permanent and shaft
type); Forklifts -under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydraiifts /boors trucks, 10 tons and
under; Oil M tri butozs, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
dz;gex- mechanical; Power plant; Pumps -vats r; Rigger and
Bellman; Roller -othex than plant mix; Wheel Tractors,
fa-rmall type; S hatcrerelgunzte equipment operator
FOOTNOTE A- Reduced rates may paid on the following!
1, . Projects involving work on structures such as buildings
and bridges whose total value is less than $1,5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
ineoived. Surfacing and paving included, out utilities
excluded,
3. ?urine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS KASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
/ schedule relative to the level of hazardous waste as
V J outlined in the specific hazardous waste project site
safety plan:.
M -1 Base .age rate when on a hazardous .taste site when not
outfitted with protective clothing
H-2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H -3 Class "S" Suit - Ba :e wage rate plus S ,50 per hour.
H -9 Class "A" Suit - haae wage _ate plus $ _75 per hour.
ENGID701 -002 01/01/2005
CLARK, COWLITZ, KLiCK ITAT, PACIFIC (a"OUTP, SKPNANIA, AND
WAH K1?KUM COUNTIES .
Rates
Power equipment operators;
(See Footnote A)
GROUP i .......... _ _ .......$ 30.49
GROUP !A ....................$ 31_96
GROW 1P ....................$ 33. ?s
GROUP. 2 .....................$ 29.19
GROUP 3 .....................$ 2B.34
GROUP 4 .....................$ 27.78
GROUP 5 .....................$ 27.15
GROW V. 29.56
Zone Differential (add to Gone 1 rates):
Zone 2 - $1,50
Zane 3 3.00
Fringes
9.95
9.95
9.95
9.95
9.95
�. 95
9,95
9,95
01030001 ModilicE= 29 21
Federal %go DekTaKahons
For the following metropolitan counties: MULTN!OMAH;
CLACKAM�AS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamds and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of ?bile Post 30 on Interstate 64
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or poojects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone 11 pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KI.." ATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone lI pay for all
classifications.
All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three
units or more; CRANE: Helicopter Operator, when used in
erecting work; Whirley Operator, 90 ton and over; LATTICE
BOOM CRANE: Operator 200 tons through 299 tons, and /or over
200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90
tons through 199 tons with cuffing or tower attachments;
FLOATING EQUIPMENT: Floating Crane, 150 ton but less than
250 ton
GROUP IA: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and
over {with luffing or tower attachment}; LATTICE BOOM
CRANE: Operator, 200_tons through 299 tons, with over 200
feet boom; FLOATING EQUIPMENT:.Flcating Crane 250 ton and
over
WA030001 Modification 29 22
Federal Wage Determinations
' GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399
tons with over 200 feet boom; Operator 400 tons and over;
FLOATING EQUIPMENT: Floating Crane 350 ton and over
GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Rote
Mill, pavement profiler, operator, 6 foot lateral cut and
over; BLADE: Auto Grader or "Tri— mimer" (Grade Checker
required); Blade Operator, Robotic; BULLDOZERS: Bulldozer
operator over 1-20,000 lbs and above; Bulldozer operator,
twin engine; Bulldozer Operator,tandem, quadnine, D10, D11,
and similar type; Bulidozere Robotic Equipment (any type;
CONCRETE: Batch Plant and /or Wet Mix Operator, one and two
drum; Automatic Concrete Slip Form Paver Operator; Concrete
Canal Line Operator; Concrete Profiler, Diamond Head;
CRANE: Cableway Operator, 25 tons and over; HYDRAULIC
CRANE: Hydraulic crane operator 90 tons through 199 tons
(with luffing or tower attachment); TOWER /WHIRLEY OPERATOR:
Tower Crane Operator; Whirley Operator, under 90 tons;
LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200
feet boom; CRUSHER: Crusher Plant Operator; FLOATING
EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds.
and over; Floating Crane (derrick barge) Operator, 30 tons
but less than 150 tons; LOADERS: Loader operator, 120,000
lbs. and above; REMOTE CONTROL: Remote controlled
earth - moving equipment; RUBBER -TIRED SCRAPERS: Rubber -
tired scraper operator, with tandem scrapers, multi- engine;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel,
Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING
MACHINE: Wheel Excavator, under 750 cu. yds. per hour
{Grade Oiler required); Canal Trimmer (Grade Oiler
required); Wheel Excavator, over 750 cu. yds. per hour;
Bard Wagon (in conjunction with wheel excavator);
UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote
or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator over
130,000 lbs.
GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up
to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic
crane operator, 50 tons through 89 tons (with luffing or
tower attachment); LATTICE BOOM CRANIES: Lattice Boom
Crane -50 through 89 tons (and less than 150 feet boom);
FORKLIFT: Rock Hound Operator; HYDRAULIC HOES- EXCAVATOR:
excavator over 60,000 lbs. through 130,000 lbs.; LOADERS:
Loader operator 60,000 and less than 120,000; RUBBER -TIRED
SCRAPERS: Scraper Operator, with tandem scrapers;
Self - loading, paddle wheel, auger type, finish and /or 2 or
more units; SHOVEL, DRAGLINE, CLAMSHELL,SK00PER OPERATOR:
Shovel, Dragline, Clamsheli operators 3 cu. yds. but less
than 5 cu yds.
WA030001 Modification 29 23
Federal Wage Determinations
GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator
(screeman required); BLADE: Blade operator; Blade operator,
finish; Blade operator, externally controlled by
electronic, mechanical hydraulic means; Blade operator,
multi- engine; BULLDOZERS: Bulldozer Operator over 20,000
lbs, and more than 100 horse up to 70,000 lbs; Drill Cat
Operator; Side -boom Operator; Cable -Plow Operator (any
type); CLEARING: Log Skidders; Chippers; Incinerator; Stuirp
Splitter (loader mounted or similar type); Stump Grinder
(loader mounted or similar type; Tub Grinder; Land Clearing
Machine (Track mounted forestry mowing & grinding machine);
Hydro Axe (loader mounted or similar type); COMPACTORS
SELF- PROPELLED: Compactor Operator, with blade; Compactor
Operator, multi- engine; Compactor Operator, robotic;
CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete
Cooling Machine Operator; Concrete Paving Road Mixer;
Concrete Breaker; Reinforced Tank Banding Machine (K -17 or
similar types); Laser Screed; CRANE: Chicago boom and
similar types; Lift Slab Machine Operator; Boom type
lifting device, 5 ton capacity or less; Hoist Operator, two
(2) drum; Hoist Operator, three (3) or more drums; Derrick
Operator, under 100 ton; Hoist Operator, stiff leg, guy
derrick or similar type, 50 ton and over; Cableway Operator
up to twenty (25) ton; Bridge Crane Operator, Locomotive,
Gantry, Overhead; Cherry Picker or similar type crane;
Carry Deck Operator; Hydraulic Crane Operator, under 50
tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane
Operator, under 50 tons; CRUSHER: Generator Operator;
Diesel - Electric Engineer; Grizzley Operator; Drill Doctor;
Boring Machine Operator; Driller- Percussion, Diamond, Core,
Cable, Rotary and similar type; Cat Drill (John Henry);
Directional Drill Operator over 20,000 lbs pullback;
FLOATING EQUIPMENT: Diesel - electric Engineer; Jack
Operator, elevating barges, Barge Operator, self -
unloading; Piledriver Operator (not crane type) (Deckhand
required); Floating Clamshells, etc. Operator, under 3 cu.
yds. (Fireman or Diesel - Electric Engineer required);
Floating Crane (derrick barge) Operator, less than 30 tons;
GENERATORS: Generator Operator; Diesel - electric Engineer;
GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types);
Guardrail Auger Operator (all types); Combination Guardrail
machines, i.e., punch aucer, etc.; HEATING PLANT: Surface
Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR:
Robotic Hydraulic backhoe operator, track and wheel type up
to and including 20,0000 lbs. with any or all attachments;
Excavator Operator over 20,000 lbs through 80,000 lbs.;
LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders
Operator, front end and overhead, 25,000 lbs and less than
60,000 lbs; Elevating Grader Operator by Tractor operator,
Sierra, Euclid or similar types; PILEDRIVERS: Hammer
Operator; Piledriver Operator (not crane type); PIPELINE,
SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping
Machine Operator; Pipe Bending Machine Operator; Pipe
Wrapping Machine Operator; Boring Machine Operator; Back
Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning
Decontamination Machine Operator; Ultra High Pressure Water
Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting
VX,A030001 Modification 29 24
Federal Wage Determinations
Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel
Electric Engineer (Plant or Floating; Bolt Threading
Machine operator; Drill Doctor (Bit Grinder); H.D.
Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS:
Rubber -tired Scraper Operator,single engine, single
scrapez; Self- loading, paddle wheel, auger type under 15
cu. yds.; Rubber- tired.Scraper Operator, twin engine;
Rubber -tired Scraper Operator, with push- uli attachments;
Self Loading, paddle wheel, auger type 15 cu. yds. and -
over, single engine; Water pulls, water wagons; SHOVEL,
DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric
Engineer; Stationay Drag Scraper Operator; Shovel,
Dragline, Clamshell, Operator under 3 cy yds.; Grade -all
Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders,
Ulrich and similar types; TRP.CTOR- RUBBERED TIRED: Tractor
operator, rubber- tired, over 50 hp flywheel; Tractor
operator, with boom.attachment; Rubber -tired dozers and
pushers (Michigan, Cat, dough type); Skip Loader, Drag Box;
TRENCHING MACHINE: Trenching Machine operator, digging
capacity over 3 ft depth; Back filling machine operator;
TUNNEL: Mucking machine operator
GROUP 5: ASPHALT: Extrusion Machine Operator; Roller
Operator (any asphalt mix); Asphalt Burner and
Reconditioner Operator (any type); Roto -Mill, pavement
profiler, ground man; BULLDOZERS: Bulldozer operator,
20,000 lbs. or less or 100 horse or less; COMPRESSORS:
Compressor Operator (any power), over 1,250 cu. ft. total
capacity; COMPACTORS: Compactor Operator, including
vibratory; Wagner Pactor Operator or similar type (without
blade); CONCRETE: Combination mixer and Compressor
Operator, gunite wort; Concrete Batch Plant Quality Control
Operator; Beltcrete Operator; Pumperete Operator (any
type); Pavement Grinder and /or Grooving Machine Operator
(riding type); Cement Pump Operator, Fuller- Kenyon and
similar; Concrete Pump Operator; Grouting Machine Operator;
Concrete mixer operator, single drum, under (5) bag
capacity; Cast in place pipe laying machine; maginnis
Internal Full slab vibrator operator; Concrete finishing
mahine operator, Clary, Johnson, Bidwell, Burgess Bridge
deck or similar type; Curb Machine Operator, mechanical
Berm, Curb and /or Curb and Gutter; Concrete Joint Machine
Operator; Concrete Planer Operator; Tower Mobile Operator;,
Power Jumbo Operator setting slip forms in tunnels; Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Concrete Paving Machine Operator; Concrete
Finishing Machine Operator; Concrete Spreader Operator;
CRANE: Helicopter Hoist Operator; Foist Operator, single
drum; Elevator Operator; A -frame Truck Operator, Double
drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR:
Hydraulic Boon Truck, Pittman; DRILLING: Churn? Drill and
Earth Boring Machine Operator; Vacuum Truck; Directional
Drill Operator over 20,000 lbs pullback; FLOATING
EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or
robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe
Operator, wheel type (Ford, John Deere, Case type);
Hydraulic Backhoe Operator track type up to and including
WA030001 Modification 29 25
Federal Wage Determinations
20,000 lbs.; LOADERS: Loaders, rubber- tired type, less
than 25,000 lbs; Elevating Grader Operator, Tractor Towed
requiring Operator or Grader; Elevating loader operator,
Athey and similar types; OILERS: Service oiler (Greaser);
PIPELINE -SEWER WATER: Hydra hammer or simialr types;
Pavement Breaker Operator; PUMPS: Pump Operator, more than
5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT:
Locomotive Operator, under 40 tons; Ballast Regulator
Operator; Ballast Tamper Multi- Purpose Operator; Track
Liner Operator; Tie Spacer Operator; Shuttle Car Operator;
Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat
wagon DJBs Volvo similar types; Conveyored material hauler;
SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled;
Pulva -mixer or similar types; Chiip Spreading machine
operator; Lime spreading operator, construction job liter;
SWEEPERS: Sweeper operator (Wayne type) self- propelled
construction job site; TRACTOR- RUBBER TIRED: Tractor
operator, rubber- tired, 50 hp flywheel and under; Trenching
machine operator, maximum digging capacity 3 ft depth;
TUNNEL: Dinkey
GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmiil
Operator (any type); Truck mounted asphalt spreader, with
screed; COMPRESSORS: Compressor Operator (any power), under
1,250 cu. ft. total capacity; CONCRETE: Plant Oiler,
Assistant Conveyor Operator; Conveyor Operator; Mixer Box
Operator (C.T.B., dry batch, etc.); Cement Hog Operator;
Concrete Saw Operator; Concrete Curing Machine Operator
(riding type); Wire Mat or Brooming Machine Operator;
CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler
Driver; A -frame Truck Operator, single drum; Tugger or
Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher
Feederman; CRUSHER: Crusher oiler; Crusher feederman;
DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT:
Deckhand; Boatman; FORKLIFT: Self- propelled Scaffolding
Operator, construction job site (exclduing working
platforn.); Fork Lift or Lumber Stacker Operator,
construction job site; Ross Carrier Operator, construction
job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL
EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail
machines; Guardrail Punch Oiler; HEATING PLANT: Temporary
Heating Plant Operator; LOADERS: Bobcat, skid steer (less
than 1 cu yd.); Bucket Elevator Loader Operator,
BarberGreene and similar types; OILERS: Oiler; Guardrail
Punch Oiler; Truck Crane Oiler- Driver; Auger Oiler; Grade
Oiler, required to check grade; Grade Checker; Rigger;
PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman
(power agitated); PUMPS: Pump Operator (any power);
Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman;
Oiler; Switchman; Motorman; Ballast Jack Tamper Operator;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler,
Grade Oiler (required to check grade); Grade Checker;
Fireman; SWEEPER: Broom operator, self propelled,
construction job site; SURFACING (BASE) MATERIAL: Roller _
Operator, grading of base rock (not asphalt); Tamping
Machine operartor, mechanical, self- propelled; Hydrographic
Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade
WA030001 Modification 29 26
Federal Wage Determinations
Oiler; TUNNEL: Conveyor operator; Air filtration ecuipment
operator
----------------------------------------------------------------
ENG10701 -003 06/01/2004
CLARK, COWLIT_Z, KLICKITAT, PACIFIC (SOUTH), SKA.MANIA, AND
jn'AHKIAKUt, COUNTIES
DREDGING:
ZONE DESCRIPTION FOR DREDGING:
ZONE A - All jobs or projects located within 30 road miles of
Portland City Mall.
ZONE B - Over 30 -50 road miles from Portland City Hall.
ZONE C - Over 50 road miles from Portland City Hall.
'All jobs or projects shall be computed from the city hall by
the shortest route to the geographical center of the
project.
----------------------------------------------------------------
IRON0014 -005 07/01/2004
ADJANiS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GA.RFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Frinces
Ironworker .....................$ 26.37 13.30
- ---------------------------------------------------------- - - - - --
WA030001 Modi-fication 29
Federal Rage Determinations
27
Rates
:Tinges
Dredging:
`LONE A
ASSISTANTT
ENGINEER .........
S 31.52
9.75
ASSISTANT
MATE .............$
27.62
9.75
LEVERMAN,
DIPPER,
FLOATING
CLAMSHELL .........$
33.84
9.75
LEVERMAN,
HYDRAULIC ........$
33.84
9.75
TENDERMA.N
..................$
30.46
9.75
ZONE B
ASSISTANT
ENGINEER .........
$ 33.52
9.75
ASSISTANT
MATE .............$
29.62
9.75
LEVERNIAN,
DIPPER,
FLOATING CLAMSHELL .........
$ 35.84
9.75
LEV=RA4IAN,
HYDRAULIC ........
$ 35.84
9.75
TENDERmAx ...................S
32.46
9.75
ZONE C
ASSISTANT
ENGINEER .........$
34.52
9.75
ASSISTANT
MATE .............$
30.62
9.75
LEVERIMA.N,
DIPPER,
FLOATING CLIAMSHE-LL.........$
36.84
9.75
LEVERYAN,
HYDRAULIC ........
$ 36.34
9.75
TZNDERLAN
..................$
33.46
9.75
ZONE DESCRIPTION FOR DREDGING:
ZONE A - All jobs or projects located within 30 road miles of
Portland City Mall.
ZONE B - Over 30 -50 road miles from Portland City Hall.
ZONE C - Over 50 road miles from Portland City Hall.
'All jobs or projects shall be computed from the city hall by
the shortest route to the geographical center of the
project.
----------------------------------------------------------------
IRON0014 -005 07/01/2004
ADJANiS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GA.RFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Frinces
Ironworker .....................$ 26.37 13.30
- ---------------------------------------------------------- - - - - --
WA030001 Modi-fication 29
Federal Rage Determinations
27
IRON0029 -002 07/01/2004
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
Ironworker .....................$ 28.47 13.30
--------------------------------------------------------------
IRON0086 -002 07/01/2004
YAKIMA, KITTITAS AND CHSLAN COUNTIES
Rates Fringes
Ironworker .....................$ 28.02 13.30
----------------------------------------------------------------
IRON0086 -004 07/01/2004
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
Ironworker .....................$ 29.82 13.30
---------=--------------------------------- --------------- - - - - --
WA030001 Modification 29 28
Federal Wage ]determinations
LAF00001 -002 06/01/2005
ZONE 1:
Rates Fringes
Laborers:
CALL.AM, GRAYS HARBOR,
ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON,
PACIFIC (NORTH OF STRAIGHT
LINE MADE BY EXTENDING THE
NORTH BOUNDARY WAHKIAKUM
COUNTY WEST TO THE PACIFIC
OCEAN), PIERCE, SAWN JUAN,
SKAGIT, SNOHOMIS.,
TH URSTON AND WHA^aCOM COUNTIES
GROUP 1 ....................$
18.56
8.01
GROUP 2 ....................$
20.8E
6.01
GROUP 3 ....................$
25.56
8.01
GROUP 4 ....................$
26.04
8.01
GROUP 5 ....................$
26.40
8.01
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAIN) ,
KITTITAS AND YP.KIMA COUNTIES
GROUP 1..........•..........$
15.14
8.01
GROUP 2 ....................$
17.46
8.01
GROUP 3 ....................$
19.18
8.01
GROUP 4 ....................$
19.66
8.01
GROUP 5 ....................$
20.02
8.01
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $ .70
ZONE 3 - $1.00
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIFA
ZONE 1 - Projects within 25 radius males of the respective
city hall
ZONE 2 - More than 25 Sut less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOIWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1•- Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE13 - More than 45 radius miles from the respective city ha
WA030001 Modification 29
Federal Wage Determinations
9
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer /Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weichman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean -up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Ga:oian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C); Maintenance Person; Material Yard
Person; Pot Tender; Rip Rap Person; Riggers; Scale Person;
Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper;
Toolroom Man (at job site); Topper - 'railer; Track Laborer;
Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper - Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper /Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B); High Scaler;
Jackhammer; Laserbeam Operator; Manhole Builder - Mudman;
Mortarman and Hodcarrier; Nozzleman (concrete pump, green
cutter when using combination of high pressure air and
water on concrete and rock, sandblast, gunite, shotcrete,
water blaster-, vacuum blaster); Pavement areaker; Pipe
Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not
insert type); Pipe Wrapper; Power Jacks; Railroad Spike
Puller- Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper
(over 20 ft); Spreader (concrete); Tamper and Similar
electric, air and glas operated tool; Timber Person -sewer
(lagger shorer and cribber); Track Liner Power; Tugger
Operator; Vibrator; Well Point Laborer
GROUP 5: Caisson Worker.; Miner; Powderman; Re- Timberman;
Hazardous Haste Worker (Level A).
WA030001 Modification 29 30
Federal Wage Determinations
LAB00238 -004 06/01/2005
L�.
ADAMS, ASOTIN, BENTON; COLUMBIA, DOUGLAS (EAST OF THE 120TH
MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN,
PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0 -95 radius miles from the main post office.
Zone 2: 95 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson);
l� Window Slasher /Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner).
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean -up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean -up,
burning, loading, wrecking and salvage of all material);
D•umpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right -of -way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); Miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly h dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold'Erector (wood or steel); Stake Jumper; Structural
Mover (to-include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (water nozzle); Timber Bucker and Faller (by
hand); Track Laborer (RR); Truck Loader; Well -Point Man;
` All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
`VA030001 -Modification 29 31
Federal Wage Determinations
Rates
Fringes
Laborers:
ZONE 1:
GROUP
1 ....................$
17.71
6.95
GROUP
2 ....................$
19.81
6.95
GROUP
3 ....................$
20.08
6.95
GROUP
4 ....................S
20.35
6.95
GROUP
5 ....................$
20.63
6.95
GROUP
6 ....................$
22.00
6.95
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0 -95 radius miles from the main post office.
Zone 2: 95 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson);
l� Window Slasher /Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner).
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean -up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean -up,
burning, loading, wrecking and salvage of all material);
D•umpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right -of -way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); Miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly h dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold'Erector (wood or steel); Stake Jumper; Structural
Mover (to-include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (water nozzle); Timber Bucker and Faller (by
hand); Track Laborer (RR); Truck Loader; Well -Point Man;
` All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
`VA030001 -Modification 29 31
Federal Wage Determinations
GROUP 3: Aspahit Raker; Asphalt Roller, walking; Cement
Finisher Tender; Concrete Saw, walking; Demolition Torch;
Dope Pot Firemen, non - mechanical; Driller Tender (when
required to move and position machine); Form Setter,
Paving; Grade Checker using level; Hazardous Waste Worker,
Level C (uses a chemical "splash suit" and air purifying
respirator); Jackhammer Operator; Miner, Class "B" (to
include brakeman, finisher, vibrator, form setter);
Nozzleman (to include squeeze and flo -crete nozzle);
Nozzleman, water, air or steam; Pavement Breaker (under 90
lbs.); Pipelayer, corrugated metal culvert; Pipelayer,
multi- plate; Pot Tender; Power Buggy Operator; Power Tool
Operator, gas, electric, pneumatic; Railroad Equipment,
power driven, except dual mobile power spiker or puller;
Railroad Power Spiker or Puller, dual mobile; Rodder and
Spreader; Tamper (to include operation of Barco, Essex and
similar tamr)ers); Trencher, Shawnee; Tugger Operator; Wagon
Drills; Water Pipe Liner; Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to
include horizontal construction joint cleanup brush
machine, power propelled).; Caisson worker, free air; Chain
Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high);
Gunite (to include operation of machine and nozzle);
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical "splash suit "); High Scaler;
Laser Beam Operator (to include grade checker and elevation
control); Miner, Class C -(to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels);
Monitor Operator (air track or similar mounting); Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
!,200 lbs., jet blast machine power propelled, sandblast
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
include working topman, cavIker, collarman, jointer,
mortarman, rigger, jacker, shores, valve or meter
installer); Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self- contained breathing apparatus or a supplied air line);
Miner Class "D ", (to include raise and shaft miner, laser
beam operator on riases and shafts)
GROUP S - Powderman
---------------------------------------------------------- - - - - --
WA030001 Modification 29 32
Federal Wage Determinations
r
L_�OQ23B�Q06 �5f0I1�U0{
R
,� .'. R
L_�OQ23B�Q06 �5f0I1�U0{
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTYN, EENTON,
COLUMBIA, DOUGLAS, FERRY, FRANK110, GPRP'IELD, GRANT, LINCOLN,
ONANOGAP, PEND OREZLLE, STEVENS,
SPOKANE, NOI,LA WALLA, WHI!MAN
Rates Fringes
Had Carrie= .............. ......$
Z1.05 6.80
LAB00335 -001 0510112009
CLARK, COWLITZ, KLICKITAT, PACIFIC
(SOUT? OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDAlY LINE OF Wh.HI{Ih.KUM COUNTY
WEST TO TRZ lVIFIC OCEAN) , SKAMANZA AVO W HKIAKUN COUNTIP.S
Rates Fringes
Laborers:
zo9z 1:
QRQUP J ...... ...............3
23.73 7.58
GROUP 2—i--- .........
5 24,27 7.50
GROUP 3....................5
24,68 7.50
GROUP 4 ....................$
25,03 x.50
GROUP 5 ... ................$
21.44- 7.50
GROUP 6----------- - ----- —$
19.22 7,50
GROUP 7 ....................$
16.30 7,50
2cne Differential (Add to Zone 1
rates)
Zone 2 4.65
Zone 3 - 1.15
Zone 9'- 1.70
Zane 5 - 2.75
_
BASE POINTS: GOs OENDALt, LONGVIEW, AND VANCOUVER
ZONE.Z= Projects within 34 miles
of the respective city all-
ZONE 2: More than 30 miles but
less than 40 miles from the
respective city hall.
ZON7 3= More than 40 miles but
less than 50 miles from the
respective city hall.
ZONE 9: More than 50 miles but
leas than 80 miles from the
respective city hall.
ZONE 5: More than 80 Miles i om the respective city hail.
A030001 Modification 29 .33
Federal Wage DeWrABOons
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch•
weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change -House Man or Dry
Shack Man; Choker Setter; Clean -up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Guard Rail,, Median Rail Reference Post,
Guide Post, Right of way marker; Fine Graders; Fire match;
Form Strippers (not swinging stages); General Laborers;
Hazardous waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender, Sewer Labor; Signalman; Skipman; Siopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); Weight -Man- Crusher.
(aggregate when used)
GROUP 2: Applicator (including pot power tender for same),
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw); Burners; Choker-Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman -Green Cutter (concrete,
rock, etc.); Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers o= all Materials of an
irritating nature (including cement and lime); Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackharrmer; Chipping Guns; Paving Breakers); Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (wet);
Stake - Setter; Tunnel- Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Sit Grinder; Drill Doctor; Drill
Operators,,air tracks, cat drills, wagon drills,
rubber - mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring -down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling); Pumperete Nozzlemen;
Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and
Timber-men; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls);
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)- applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman -Dinky
Locomotive - Tunnel; Powderman- Tunnel; Shield Operator- Tunnel
WA030001 Modification 29 34
Federal Wage Determinations
' r
i
GROUP 5: Txa==ic Flaggers
..tom
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
LkSO0335 -010 06101/2004
CLAYX, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINy
MADE BY aXTENDING TEE NORTH BOUNDAP Y LINE OF WAHKIa.KUM COUNTY
WEST TO TNZ PACITIC OCEAN), SKAMANIA AND WAMKZAKUM COUNTIES
Rates Fringes
Hod Carriex ... ... ... ...........$ 25.49 1.50
PAIN0005 -002 D610112009
STATEWIDE EXWT CLARZ, COWLI 9, KLICVITAT, PACIFIC (SOUTO),
SEAMANIA, AND WkWA[CUM COUNTIES
Rates Fringes
Fa�nt�xs:
SiRI?ES ......... ..... ...... 22,79 9.16
* PAW 005 -004 03/14/2005
CI.A LAA, GRAYS HARBOR, ISLAND, J=ZRSON, KING, rCITSAP, LWIS,
MASON, PIERCE, SAS.; JUAN, WACIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates
Painter. .... 1 -00
Fringes
6.60
WAD30001 Modification 29 3
Fedem 'Wage T uRTI=i ,w6uns
PAIN0005 -006 07/01/2004
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KZTTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, W L•LA WALLA,
WHITMAN AND Y.AKIMA COUNTIES
Rates Fringes
Painters:
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, mater
and Sandblasting, Bridges,
Towers, Tanks, Stacks,
Steeples ....................$
19.69
6.43
Brush, Roller, Striping,
Steam - cleaning and Spray ....
$ 16.69
6.43
Lead Abatement, Asbestos
Abatement ...................$
19.89
6.43
TV Radio, Electrical
Transmission Towers .........
$ 20.64
6.43
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
----------------------------------------------------------------
* PAIN00S5 -002 05/16/2005
CLARK, COWLITZ, KL•ICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
Painters:
Brush & Roller ..............$ 18.03 6.63
High work - All work 60
ft. or higher ...............$ 18.76 6.63
Spray and Sandblasting ...... $ 18.63 6.63
------------------------------------=---------------------------
PAIN0055 -007 06/01/2005
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY. & PARKING LOT
STRIPER .....................$ 25.49 8.05
-------------------------------------------------------- - - - - --
WA030001 Modification 29 36
Federal Wage Determinations
7
PLAS0072 -004 06/01/2004
ADPAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GAR_IELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA. WALLA, WHITMAN, AND YAKIMLA
COUNTIES
Rates Fringes
Cement Mason
ZONE 1: ................. $ 22.48 7.28
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston
Zone 1: 0 - 45 radius miles from the main host office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528 -001 06/01/2005
CLAL:LAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KTTSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
Cement Masons:
CEMENT MASON ................$ 29.59 11.52
COMPOSITION, COLOR MASTIC,
TROWEL MACHINE, GRINDER,
POWER TOOLS, GUNNI ^_E NOZZLE.$ 29.84 11.52
----------------------------------------------------------------
PJAS0555 -002 06/01/2005
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
ZONE 1:
Rates
Cement Masons:
CEMENT MASONS DOING BOTH
COMPOSITION /POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 27.89
CEMENT MASONS ON
SUSPENDED, SWINGING AND /OR
HANGING SCAFFOLD ............ $ 27.39
CEMENT MASONS ...............$ 26.89
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 27.39
Fringes
11.05
11.05
11.05
11.05
WA030001 Modification 29 37
Federal Wage Determinations
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE OALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 males from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
------------------------------------------- =--------------------
PLUM0032 -002 01/01/2005
CLALLAM, KING AND JEFFERSON COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 35.53 15.43
----------------------------------------------------------------
PLUM0032 -003 01/01/2005
CiELAN, KITTITAS (NORTHERN TIP) , DOUGLAS (NORTH) , AND OKANOGAN
(NORTH) COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 25.88 12.78
PLUM0044 -003 06/01/2004
ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN
PART), LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN
COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 28.21 11.24
---------------------------------------------------------- - - - - --
WA030001 Modification 29 38
Federal Wage Determinations
t
PLUM00 82 -001 01/01/2005
CLARK (NORTHERN TIP INCLUDING WOODIAND), COWLITZ, GRAYS HARBOR,
LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA,
THURSTON AND WAHKIAKUM COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 31.90 13.77
----------------------------------------------------------------
PLTJM0265 -003 01/01/2005
ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 31.80 13.77
----------------------------------------------------------------
PLUM0290 -003 04/01/2005
CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND)
Rates Fringes
Plihnbers and Pipe-fitters ....... $ 33.16 15.09
----------------------------------------------------------------
PLUM0598 =005 06/01/2009
ADAMS (SOUTHERN PART), ASOTIN (EXCL•UDING THE CITY OF
CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY
(WESTERN PART), FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT
NORTHERN TIP), KL•ICKITAT, LINCOLN (WESTERN PART), OKANOGAN
(EASTERN), WALLA WALLA AND YAKIMA COUNTIES
Rates Fringes
Plumbe- ........................$ 31.57 15.25
---------------------------------------------------------- - - - - --
WA030001 Modification 29 39
Federal Wage Determinations
PLUM0631 -001 01/01/2005
MASON WE SECTION), AND KITSAP COUNTIES
Rates Fringes
Plumbers and fipefitters
All new construction,
additions, and remodeling
of commercial building
projects such as: cocktail
lounges and taverns,
professional buildings,
medical clinics, retail
stores, hotels and motels,
restaurants and fast food
types, gasoline service
stations, and car washes
where the plumbing and
mechanical cost of the
project is less than
$100,000 ....................$ 21.45 5.18
All other work where the
plumbing and mechanical
cost of the project is
$100,000 and over ........... $ 30.99 13.77
* TENH0037 -002 06/01/2005
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean), SXAMANIA, AND WAEKIAKUM COUNTIES
Rates Fringes
Truck drivers:
ZONE 1
GROUP
1 ....................$
24.65
10.00
GROUP
2 ....................$
24.77
10.00
GROUP
3 ....................$
24.90
10.00
GROUP
4 ....................$
25.16
10.00
GROUP
5 ....................$
25.36
10.00
GROUP
6 ....................$
25.54
10.00
GROUP
7 ....................$
25.74
10.00
WA030001 Modification 29 40
Federal Wage Determinations
Ij
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DAL -LES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
•respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w /load bearing
surface; Articulated Damp Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated); Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site); Loader and /or Leverman on Concrete Dry Batch
Plant (manually operated); Pilot Car; Pickup Truck; Solo
Flat Bed and mist. Body Trucks, 0 -10 tons; Truck Tender;
Truck Mechanic Tender; water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication-Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
GROUP 2: Boom Truck /Hydra -lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks /Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi- trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver - Straddle Carrier (used in loading,
unloading and transporting of materials on job site); Oil
Distributor Driver or Leveririan; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum Trucks; water truck /wagons (rated capacity) over
3,000 to 5,000 gallons
WA030001 Modification 29 41
Federal Wage Determinations
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps•, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self - Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds.; Truck
Mechanic - Welder -Body Repairman; Utility and Clean -up Truck;
Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cutups, including Semi- Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Nix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including_
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
-------- 7 -------------------------------------------------------
TEAM0174 -001 06/01/2005
CLA.LLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP
1: ...................
$ 26.94
11.58
GROUP
2: ...................
$ 26.36
11.58
GROUP
3: ...................
$ 23.96
11.58
GROUP
4 :...................$
19.71
11.58
GROUP
5 :...................$
26.70
i1.58
ZONE B (25 -45 miles from center of
per hour to Zone A rates.
ZONE C (over 45 miles from centr of
$1.00 per hour to Zone A rates.
listed cities*): Add $30
listed cities *): Add
WA030001 Modification 29 42
Federal Wage Determinations
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "A -frame or F+ydralift" trucks and Boom trucks or
similar equipment when "A" frame or "Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowaacn, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four - Wheeled power tractor with trailer and similar
top - loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi - trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; H ster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck -3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four - wheeled power tractor with trailer and similar
top - loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi - trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Man and /or Tire Service Man;
Levermian and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno -Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber- tired)(when used within Teamster jurisdiction);
Vacuum truck; Water Wagon and Tank trucks -less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
WA030001 Modification 29 43
Federal Wage Determinations,
'Zone pay will be calculated
from the city
center of the
- following
listed cities:
BELLING HAM
CENTRALIA
RAYMOND
OLYMPIA
EVERETT
SHELTON
ANACORIES
BELLEVUE
SEATTLE
PORT_ ANGELES
MT. VERNON
KENT
TACOMA
PORT TOWNSEND
ABERDEEN
BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "A -frame or F+ydralift" trucks and Boom trucks or
similar equipment when "A" frame or "Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowaacn, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four - Wheeled power tractor with trailer and similar
top - loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi - trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; H ster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck -3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four - wheeled power tractor with trailer and similar
top - loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi - trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Man and /or Tire Service Man;
Levermian and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno -Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber- tired)(when used within Teamster jurisdiction);
Vacuum truck; Water Wagon and Tank trucks -less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
WA030001 Modification 29 43
Federal Wage Determinations,
HAZMAT PROJECTS
Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition_ to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit.''
LEVEL A: +$.75 per hour - This level utilizes a fully -
encapsulated suit with a self- contained breathing apparatus
or a suonlied air line.
TEAM0760 -002 06/01/2004
ADAMS, ASOTIN, B NTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGaN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (ANYONE
WORKING ON
HAZMAT JOBS SEE
FOOTNOTE A
BELOW)
ZONE 1:
(INCLUDES ALL OF
YAKIMA
COUNTY)
GROUP
1 ....................$
17.63
9.50
GROUP
2 ....................$
20.10
9.50
GROUP
3 ....................$
20.60
9.50
GROUP
4 ....................$
20.93
9.50
GROUP
5 ....................$
21.04
9.50
GROUP
6 ....................$
21.21
9.50
GROUP
7 ....................$
21.74
9.50
GROUP
8 ....................$
22.07
9.50
Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00)
BASE POINTS: Spokane, Noses Lake, Pasco, Lewiston
Zone 1: 0 -45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office
TRUCK .DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under); Leverperson (loading trucks at bunkers); Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber- tired,
pulling trailer or similar equipment)
WA030001 Modification 29 44
Federal Wage Determinations
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Fiat Bed Truck with Hydraullic System; Fork Lift
(3001 - 16,000 lbs.); Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar); Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds.);
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.); Warehouseperson (to include
shipping & receiving); wrecker & Tow Truck
GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; warehouseperson; Water Tank truck (0 -8,000 gallons)
GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under}.;
Self- loading Roll Off; Semi -Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds.); Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.);
Truck - Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds.); Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.); Truck and Pup;
Tournarocker, DVIs & similar with 2 or more 4 wheel -power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver.; Stringer Truck (cable
oeprated trailer); Transit Miners & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons);
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a _:AZMAT job, where _'AZM.AT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C -D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
LEVEL A -B: - Y1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self - contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
-� and eight(8) hours.
WA030001 Modification 29 45
Federal Wage Determinations
NOTE.
Trucks Pulling Equipment Trailers: shall receive $.15/hour
over applicable truck rate
WELD RS - Receive rata prescribed for craft performing
operation to which welding is incidental.
___________� __ =___=
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
( 9CFP 5.5 (a) (1) (ii)).-
zn the listing above, the "50" designation means that rates
listed under the identifier do not refiect collectively
bargained wage and cringe benefit rates. other designations
indicate unions whose rates have been determined to be
prevailing.
TRAGE DETERMIN -;T100 APPEALS PROCESS
I-) Has there been an initial decision inn the matter? This can
be
• an existing published wage determination
• a survey underlying a wage determination
* a wage apd Hour Division letter setting forth a position on
a wage determination utter
x a conformance {additional classification and rate ruling
on survey related matters, initial contact, including requests
for fiummaries of surveys, should be with the Wage and Hour
Recional Office for the area in which the survey was conducted
because those Regional. Offices have responsibility for the
Davis -Bacon survey program,. If the response from this initial
contact is not satisfactory, then the process described zr, -)
and 3.) should be followed-
with regard to any other matter not yet ripe foi7 the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.P.
Washington, DC 20210
WA030001 Modification 29 4
Federal Wage Determinations
- 1 4
1
2.) If the answer to the question in l.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Stage and Hour Administrator
(See 29 CM Part 1.8 and 29 CFR Part 7). Write to:
Huge and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description., area practice material,
etc.) that the requestor considers relevant to the issue.
3.) if the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative .
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
WA030001 Modification 29 47
Federal Wage Determinations
r�
MONTGOMERY AVENUE REHABILITATION PROJECT
BID NUMBER 05 -004
City of Spokane Valley
The technical material and data contained in these Project Drawings and Specifications were
prepared under the supervision and direction of the undersigned whose seal as a professional
engineer licensed to practice as such in the State of Washington is affixed below.
9.s
City of Spokane Valley
Department of Public Works
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
C '
NOTICE TO CONTRACTORS
' CITY OF SPOKANE VALLEY
PUBLIC WORKS DEPARTMENT
11707 E SPRAGUE AVENUE, SUITE 106
SPOKANE VALLEY, WA 99206 -6124
Notice is hereby given that the City of Spokane Valley, Spokane Valley, Washington
will receive sealed bids up to 11:00 A.M. on July 1st, 2005 at City Hall, 11707 E.
Sprague Avenue, Spokane Valley, Washington 99206 -6124. Bid opening will be
held at 11:00 A.M. in the council chambers at Spokane Valley City Hall, 11707 E.
Sprague Avenue, Spokane Valley, Washington. After a last call for bids, all bids will
be opened and publicly read aloud for this improvement project.
i
BID DEPOSIT REQUIRED. No bid may be considered for public work unless it is
accompanied by a bid deposit in the form of a surety bond, postal money order,
cash, cashier's check, or certified check in an amount equal to five percent (5 %) of
the amount of the bid proposed. - if the bidder to whom the contract is awarded fails
to enter into the contract and furnish the contractor's bond as required within ten
days after notice of the award, exclusive of the day of notice, the amount of the bid
deposit shall be forfeited to the City and the contract awarded to the next lowest and
best bidder.
If the deposit is "cash" and is in the form of a postal money order, cashier's check, or
E certified check the checks are to be made payable to the City of Spokane Valley.
Cash bid deposits are to be accompanied by a completed Bid Deposit Form (see
-" Appendix). Cash bid deposits of all unsuccessful bidders shall be returned after the
contract is awarded and the required contractor's bond and proof of insurance given
` by the successful bidder is accepted by the City of Spokane Valley.
If the bid deposit is. in the form of a surety bond it must be of a corporate surety
licensed to do business in the State of Washington accompanied by a completed Bid
Deposit Surety Bond Form (see Appendix).
WARNING: If the bidder is to submit a bid deposit in the form of a Surety
Bond the City strongly recommends the use of the City Bid Deposit Surety
Bond Form contained in the Appendix. If the City's Bid Deposit Surety Bond
Form is not used, the bidder is warned to take special care in assuring that the
form used does not materially alter, qualify or conflict with the terms and
conditions set forth in the City's Bid Deposit Surety Bond Form. The failure to
furnish a bid bond in compliance with the City's Bid Deposit Surety Bond
Form shall make the bid non - responsive and shall cause the bid to be rejected
-v; by the Cif.
MY OF SPOKANE VALLPY
MONTGOMERY AVLNFUE REHAnILI1'ATION PROJECT
.J
The following is applicable to Federal -aid projects. The City of Spokane Valley, in
accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000-4 and Title 49, Code of Federal Regulations, Department of
Transportation, subtitle A, Office of the Secretary, Part 21, non - discrimination in
Federally assisted programs of the Department of Transportation issued pursuant to
such Act, hereby notifies all bidders that it will affirmatively insure that in any contract
entered into pursuant to this advertisement, minority business enterprises will not be
discriminated against on the grounds of race, color or national origin in consideration
for an award.
THIS PROJECT is funded through the federally funded Spokane County Community
Development Block Grant Program. All work performed will be subject to federal or
state prevailing wage rates, whichever are higher. Award of the construction
contract is contingent upon approval by the funding agency. -
Maps, plans and specification may be obtained from Spokane Valley City Hall upon
payment of the amount of $15.00 (Non - refundable). -,
Informational copies of maps, plans and specifications are on file for inspection at
City of Spokane Valley, City Hall, 11707 E Sprague Avenue, Suite 106, Spokane
Valley, Washington, (509) 921 -1000.
CITY OF SPOKANE V&LLEY
MONTGOMERY ANTNUP, KERAB[LITATION PROJECT
BIDDER'S PACKET
1 Valle
Montgomery Avenue Rehabilitation Project
University Road to Westbound I -90 On -Ramp @ SR- 27s(Pines Road)
BID NO.
CITY OF SPOKANE VALLEY BID RESPONSE DOC:UNIF -NTS
MONTGOMERY AVENUE RE-HABn.ITAvoN- PROJECT'
BID RESPONSE DOCUMENTS
BID PROPOSAL
PROJECT NUMBER.: 05 -004
PROJECT TITLE: Montgomery Avenue Rehabilitation Project
NAME OF FIRM SUBMITTING BID:
Each bid shall constitute an offer to the City of Spokane Valley as outlined herein k
may withdraw his bid after the hour set for the bid closing except under the conk ditic
in the Information to Bidders Section. y
RECEIPT OF ADDENDA: Bidder acknowledges es recei t of the follower ng add nda:
�
Addendum No.
Date
Addendum No.
Date
v
bidder _
REJECTION: The City reserves the right to reject any or all proposals, portions or parts thereof
1 '�,
and to waive all minor irregularities in bidding' Special attention will be directed to the
qualifications of the bidders when considering w,arduig a contract.
TIME TO COMPLETE: The contrad1shalhbe completed in twenty (20) consecutive working
days from the date of commencement stipulated in a Notice to Proceed with the understanding
that time is of the essence in the perfrtnance of this contract. The Notice to Proceed is generally
issued between 11 and 15 days; er award.
BID IS NOT ELIGIBLE N0RZGQ1gTR.ACT0R'S BOND ELECTION to withhold 50%
retainage in lieu ofd' ushin a- Contractor's Bond (Performance And Payment Bond).
SUBCONT C ORS LIST: See Special Notes
SUBMITTAL:The -`Bid Response Documents" Section constitutes the Bid Proposal when
comple�ed andsubmitted. Please submit the Bidder's Packet with the completed Bid Response
FREIGHT: Bid price(s) to include all freight costs to the job site.
Person/Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT -
c�
-I
PROPOSAL
The undersigned hereby certifies that (be/they) (has/have) personally examined the location and construction details
of work as outlined on the plans and specifications for the above project and (has/have) read thoroughly and
understands 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 proposes to undertake and complete the work-
embraced in this improvement in accordance with said plans, specifications, and contract and at the following
schedule of rates and prices:
(Note: Unit prices for all items, all extensions, and total amount of bid must be shown.)
All prices shall be in legible figures (not words) wTitten in ink or typed.
CITY OF SPOKANE VALLEY 2
MONTGOMERY AVENUE REHABILITATION PROJECT
BID RESPONSE DOCUMENTS
��"
Item
#
Item Description
Units
Quantity
Price[Unit
Tbtali.Amounts
1
MOBILIZATION
L.S.
1
2
CLEARING AND GRUBBING
L.S.
1
y
3
REMOVE PAINT LINE
I >�
1,65.0
4
REMOVING PAINTED TRAFFIC MARKING
EA.
]
5
ROADWAY EXCAVATION Pei °CL.•NAL3.1
� CY
1,675
Q.
6
ADJUST VALVE BOX Vll�
EACI4
12
7
ADJUST MANHOLE �r
EACH
4
EACH
12
8
ADJUST CAATTTC rIN
9
BALLAST�
CY
651
I' O
CRUSHED SURFACING BASE COURSE
CY
550
I l
CRUSHED SURFACING TOP COURSE
CY
550
12
CRUSHED SURFACING TOP COURSE - FOR
CY
115
SHOULDERS
13
PLANTING BITUMINOUS PAVEMENT
SY
20,457
CITY OF SPOKANE VALLEY 2
MONTGOMERY AVENUE REHABILITATION PROJECT
BID RESPONSE DOCUMENTS
Item
Item Description
Units
Quantity
PricefUnit
Total Amounts
14
CONSTUCTION GEOTEXTILE
SY
1,955
15
HMA CL. A PG 64-28,0.33 FT. DEP'T'H
SY
21,500
16
SUBGRADE PREPARATION
SY
21,500
.
r
17
PAVEMENT SAW CUTTING
LF
420
a,
18
PLASTIC LINE
LF
18,135
19
PLASTIC WIDE, LINE
LF
300
20
PLASTIC TRAFFIC ARROW
EACH
0
21
PLASTIC STOP LINE
�w
ELF
100
Ct
22
PLASTIC RAILROAD CROSSING S -8 IS
ACH
2
j
5,000
23
TEMPORARY PAVEMENT MARKING
LF
PROTECT TEMPORARY TRAFFIC �
24
CONTROL A\
L.S.
1
A
25
CONSTRUCTIION 1G3�S CLASS A
SF
60
"CONTROL
IIR
400
26
OT,' 1'RAFFIC LABOR
CH
27
GRANGE
OR
CALC
1
28
? TEMPORARY USE OF RAILROAD
LS
1
PR.OPER"TY
29
SPCC PLAN
I-S
1
TOTAL
CITY OF SPOKANE VALLEY 3 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
Person/Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 4
MONTGOMERY AVENUE REHABILITATION PROJECT
los
BID RESPONSE DOCUMENTS
REPRESENTATIONS AND CERTI)l<'ICATIONS
ANTI- KICKBACK No officer or employee of the City of Spokane Valley, having the power or
duty to perform an official act or action related to this.submittal, shall have or acquire any
interest in this submittal, or have solicited, accepted or granted a present or future gift, favor,
service, or other thing of value from or to any person involved in this submittal.
REPRESENTATION: In submitting this bid we represent that the bid documents have been read
and understood, that the site has been visited and or that we have familiarized ourselves with the
local conditions under which the work is to be performed, that by signature of this proposalkwe
acknowledge all requirements and that we have signed all certificates contained herein
REPRESENTATION: In submitting this bid we acknowledge the req
applicable to bid deposits in the form of a cash bid deposit or surety I
NON - COLLUSION: That the undersigned person(s), firm, associatioAr corporation has (have)
not, either directly or indirectly, entered into any agreement, participatedin -any collusion, or
otherwise taken any action in restraint of free competitive bidding in connection with the project
for which this bid is submitted.
I CERTIFY that no final determination of violation
82.32.070(1)(b) has been made by the Washington
Labor And Industries or Revenue respectively dates
of this bid. I understand further that no bid ma §,�be
a public work to any person or entity that haas,�a�det(
referenced statutes within two years from the'datel
date of this bid closing.
I CER71UY that to the best
accurate and complete and
agreement. I realize the fin;
approval of the City of_Spo
I CERTIFY that-,
Ae
agreed to the pro
N
)fRCW5o 12 70(1)(b), 50.16.070(1)(b), or
t'ate-l7epents of Employment Security,
within two years of the date of the closing
8m. teed, considered or contract awarded for
urination of violation of the above
at a violation is finally determined and the
ledge the information contained in this proposal is
ie legal authority to commit this Firm to a contractual
r any service is based upon budget levels and the
=tge signature page of this bid, I am deemed to have signed and have
this declaration.
person /entity submitting bid (print)
Signature:
Title:
Date:
CITY OF SPOKANE VALLEY 5 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
I..
CONTRACTOR'S ADMINISTRATIVE INFORMATION
1. PERSON/ENTITY
a. Name as registered with the State Of Washington:
b. Physical Address:
c. Mailing Address including zip code:
d. Remit To Address including zip code:
e. Telephone number including area code:
f. Fax number including area code:
g. E -mail address for business correspondence:
h. Washington State Contractors License hTumber.
i. Federal Tax Identification Number:
j. Washington State LTBI Number:
k. State Industrial Account Identification Number:
2. INSURANCE COMPANY:
a. Name of company:
b. Mailing Address including zip code: ti
c. Insurance Agent Name:
d. Insurance Agent Telephone number mcluding-area code:
e. Insurance Agent Fax number mcludingararea code:
3. BONDING COMPANY:
a. Surety Name:
b. Surety Mailingress including zip code:
C.
Person/Entity Name:
ailing Address including zip code:
Telephone number including area code:
Fax number including area code:
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
0
Signature Of Bidder:
BID RESPONSE DOCUMENTS
BIDDER QUALI:I±ICATION STATEMENT
The following statements of experience, personnel, equipment, and general qualifications of the Bidder
are submitted with the assurance that the owner can rely on its accuracy and truthfulness. If more space is
required for your answers please attach a continuation sheet(s) to the corresponding bid response page
referencing the item number.
1. The company has been in business continuously from (month and year)
2. The company has had experience comparable to that required under the proposed contract:
a. As a prime contractor for years.
b. As a subcontractor for years.
3. The following is a partial list of work completed that was on an order of magnitu-de e%04to or greater
in scope and complexity to that required under the proposed contract. %J
Year Owner & Person to contact
Value
4. A list of supervisory personnel currently employed
(Construction Manager, principal foreman, superintei
Name
5. Please attach a resume of the
who is proposed to be assigned
agrees to furnish a resume with.
6. Following is a listi
resulted in:
a. Arbitration or litieation.
Phone No. L cation Contract
y
)y 6e Bidddeer and available for work on the project
cents ?and engineers) is as follows:
Years of
Title Experience
tt ons, previous employers, and experience of the project manager
o�ect:� a resume is not included in the bid documents the bidder
irs of notice by the City.
the company has undertaken in the last five years, which have
b. Claims or violations being filed by the federal Government or the Washington State Departments of
U&J, Employment Security or Revenue.
c. Liens being filed by suppliers or subcontractors.
Person/Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 7
MONTGOMERY AVENUE REHABILITATION PROJECT
BID RESPONSE DOCUMENTS
i
BIDDER COMPLIANCE CERTIFICATION
PROTECT COkf TANCE
In compliance with the request for quotation, bidder hereby proposes to perform all work for this project
in strict accordance with the contract documents, within the time set forth therein, and at the prices bid.
SPECIFICATION COMPLLANCE
The bidder certifies below that his bid complies in all respects with the attached specification documents,
including the minimum specifications.
YES NO
If NO list below, in detail, any and all deviations.
LIST DEVIATIONS:
1
1 I
I
� 1
I
' 1
I �
Person/Entity Name: Signature Of Bidder:
CITY OF SPOKANE VALLEY 8 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
BID DEPOSIT
FORM OF BTD DEPOSIT - CHECK ONE: Please submit this sbect with the bid deposit.
CASH. Attach the deposit behind this sheet.
SURETY BOND -Attach bid bond behind this sheet. IT IS STRONGLYRECOMMFNDEDITHAT
YOU USE TIIE ATTACHED FORM
Person/Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 9 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
SiZIS;��
BID DEPOSIT SURETY BOND FORM
NAME OF PROJECT: Montgomery Avenue Rehabilitation Project
PROJECT /BfD NUMBER: 05 -004
NAME OF FIRM:
BOND NO:
We, as Principal, and -\N1- J
as Surety, are held and firmly bound unto the CITY OF SPOKANE VALLE>'' a Washington State Municipality, in the
penal sum of FIVE PERCENT (5 %) OF THE TOTAL AMOUNT BID, for the �p yment of which we jointly and severally
bind ourselves, and our legal representatives and successors.`
THE CONDITIONS OF THE OBLIGATION are that if the Cit) >of'Spol:ane Valley shall mile timely award to the
Principal according to the terms of the bid documents; and then eip h$ all, within ten (10) days after notice of the
t1=
award, exclusive of the day of notice, enter into the contracri4VWthe ity of Spokane Valley and furnishes the
contractor's bond (performance and payment bond) with, Suety satisfactory to the City of Spokane Valley in an amount
equal to one hundred percent (100 %) of the amount of the bid proposed including Washington State Sales Tax then this
obligation shall be null and void; otherwise if I:heGPn ccipal fails to enter into the contract and furnish the contractor's bond
within ten (10) days after notice of the award, exclusive of th-c day of notice, the amount of the bid deposit shall be
forfeited to the City; but in no event will the Surety's lia exceed this bond's face amount.
SIGNED AND SEALED THIS DAY OF, V'� r YEAR 20
SURETY
Signature
C
Typed Nam %
1
Title
(SEAL)
PRINCLPA.L
Signature
Typed Name
Title
CITY OF SPOKANE VALLEY 10 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
Contractor Agreement
Special Conditions
The undersigned agree to the following special conditions as part of the Construction Agreement between The City of Spokane Valley
and
Contractor
1. Section 3 Plan and Tables A & B (SEE FOLL.OWTNG PAGES) ' --
2. Title VI of the Civil Rights Act of 1964 Clause
3. Section 109 of the Housing and Community Development Act of 1974 Clause —'
4. Access to Records Clause
5. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity
6. Standard Federal EEO Construction Contract Specifications (FO 1 1246
7. Certification of Non - Segregated Facilities �.
8. Federal Labor Standards Provisions r
9. Federal Wage Decision
A copy of each of these special conditions is attached to this agreement`'
Agreed to on this date by: t
Contractor
Date
i
I
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
CONTRACTOR
Section 3 Plan
agrees to implement the following specific
affirmative action directed at increasing the utilization of lower income residents and
businesses within Spokane County.
A. To ascertain from the locality's CDBG program official the exact boundaries of the
Section 3 covered project area and where advantageous, seek the assistance of local
! officials in preparing and implementing the affirmative action plan.
B. To attempt to recruit from within the County the necessary number of lower income
residents through: local advertising media, signs placed at the proposed site4lfor the
project, and community organizations and public or private institutions operating within or
serving the project area such as the U.S. Employment Service.
C. To send to each labor organization or representative of workers with which the
Contractor has a collective bargaining agreement or understanding notice of Se tion 3
requirements.
D. To maintain a list of all lower income area residents who have applied either on their own
or on referral from any source, and to employ such persons., if otherwise eligible and if a
- vacancy exists.
E. To insert this Section 3 Plan and the Section 3 Clausen all�documents, and to require all
bidders on subcontracts to agree to this Section 3 Affirmative Action Plan including
utilization goals and the specific steps plannAto ac� mpp`lish these goals.
F. To insure that all appropriate project areabusinessyconcerns are notified of pending sub
contractual opportunities.
G. To maintain records, including copies vespondence, memoranda, etc., which document that all
of the above affirmative action steps have been taken.
H. To list on Table A, i
I. To list on Table
occupation, trade
As officers and��ri re,,
We the_undersigned hal
the fuill'i `' le entation
i v
Signature
Title
Date
to subcontracts to be awarded.
bd workforce needs for all phases of this project by
number of positions.
of
,e read and fully agree to this Af1irmative Action Plan, and become a part to
of this program.
12
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
PROPOSED SUBCONTRACTS BREAKDOWN - TABLE A
For the period covering 20 through 20
(Duration of the CDBG- Assisted Project) —
COLUMN 1
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN 5
Type of Contract
(Business or Profession)
Total Number of
Contracts
Total Approximate Dollar
Amount
Estimated Number of
Contracts to Project
Area Businesses"
EstimateADollar
Amoun-06- Prqect Area `-
ZilbusinessiAv
v
X
, 7
NOTE 1: ThA Projectt Area is coextensive with the Spokane County Boundaries.
NOTE 2' Lower lncome�Project Area Residents are Individuals residing with Spokane County whose family inoome does not exceed
f— .- � . t�
80 %1of•the-median,mcome in the SMSA. ;
Company
Project Name
Company Officer (Signature)
CITY OF SPOKANE VALLEY 13
MONTGOMERY AVENUE REHABILITATION PROJECT
Project Number
Date
BIO RESPONSE DOCUMENTS
t
1
PRELIMINARY STATEMENT OF WORKFORCE NEEDS
TABLE B
COLUMN 1
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN 5
Job
Category
Estimate of
Positions Needed
Positions Currently
Occupied By Permanent
Employees
Positions Not
Currently Occupied
Lover Income
P'Nect,k, ea
,-Resident,Goal
OFFICERS /SUPERVISORS'
PROFESSIONALS
TECHNICIANS
OFFICE CLERICAL
�.
OTHERS
TDAnC• ��
JOURNEYMEN
\N
HELPERS
APPRENTICES
MAXIMUM NO.
TRAINEES
OTHERS
JOURNEYMEN
\N
HELPERS
APPRENTICES
MAXIMUM NO.
TRAINEES
OTHERS
TDAnC-
JOURNEYMEN
\N
HELPERS.
APPRENTICES
MAXIMUM,140. '
TRAINEES
OTFCRS_ •, Y
TOTALS -,� ' I
NOTE: Lower Income Project Area Residents are Individuals residing with Spokane County whose family income does not exceed
80% of the median income in the SMSA.
CITY OF SPOKANE VALLEY 14 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
i
S�' `':kale
13orro No:
,;oOValley -
CONTRACTOR'S PERFORMANCE AND PAYMENT BOND TO DUAL OBLIGEES
KNI OW ALL MEN BY THESE PRESENTS, that
(Contractor), as Principal, and
a corporation of
(Bonding Company), as Surety,
whose principal office is located �"
firmly bound unto the State of Washington and the City of Spokane Valley, a political subdivision the Sane of 1Vashiriginn, as Obligees,
to fulfill the obligations of the Principal and the Surety under the Contract to which reference is hereafter madet� thew hou bf
S (including Washington State sales tax) for payment whereof Principal and Surety bind
themselves, their heirs, executors, administrators, successors and assigns jointly and severally, firmly byffhm ptes�nts.
WHEREAS, Principal has by written Proposal dated offered to enter into; Contract with the City of
Spokane Valley for Contract No. pursuant to the terms and conditions set forth 4the Contradt'Docu ents dated
NOW, THEREFORE, the condition of this obligation is such that if the
Contract on its part, and pay all laborers, mechanics, subcontractors and material
persons or subcontractors with provisions and supplies for the carrying on of sucl
from all loss, cost or damage which it may suffer by reason of the failure to do at
void; otherwise it shall remain in full force and effect
All persons who have furnished labor, materials or supplies for use
direct right of action under this bond, to the extent and in the manner se# fort
s- 1. z �.
ifiully perform all the provisions of the
Mwns who supply such person or
ify and hold harmless the Obligees
then this obligation shall be null and
ut the work provided for in the Contract shall have a.-
3 9.08.
The said Surety for value received hereby stipulate\d agrees ,thha change, extension of time, alteration or addition to the
terms of the Contract or to the WORK to be performed thereunder or thejSPECI m
17ICATIONS accompanying the sae shall in any way
affect its obligation on this BOND, and it does hereby waive no'iice of any such change, extension of time, alteration or addition to the
terms of the Contract or to the WORK or to the SPECT�FI_CATIONS?
No final settlement between the OWNER and �OiM
CRACTOR shall abridge the right of any beneficiary hereunder, whose
claim may be unsatisfied \ \\
SIGNED AND SEALED THIS
(Sh.AL)
YEAR 20
PRINCIPAL
Signature
Typed Name _
Title
AGREEMENT FOR CONSTRUCTION SERVICES
[Name of Contractor]
TIUS AGREEMENT is made by and between the City of Spokane Valley, a code City of the State of
Washington, hereinafter "City" and hereinafter "Contractor," jointly referred to as
"parties."
IN CONSIDERATION of the terms and conditions contained herein the parties agree as follows:
x�N-) Y,
1. Work to Be Performed, The CONTRACTOR shall do all work and= fum.iWall labor, tools,
materials, supplies and equipment for the Improvement Project (hemmafter "work'') in
accordance with, and as described in Exhibit _(Contract Plans), and 2004 Stan "dand Spe�cifcations for Road
Bridge and Municipal Construction of the Washington State Department of Transportation which are by this
reference incorporated herein and made part hereof ( "Contract Documents "), and perform any changes in
the work in accord with the Contract Documents.
The CONTRACTOR shall, for the amount set forth in the Contractor; bid proposal attached hereto,
assume and be responsible for the cost and expense of all work requ�* & 'for constricting and completing the
work and related activities provided for in the Contract Plans and Contract Documents, except those items
mentioned therein to be furnished by the City of Spokani,V@ley
The City Manager, or designee, shall administ
��d be the primary contact for Contractor. Prior to
commencement of work, Contractor shall exercise best edits to contact the City Manager or designee to
review the scope of work, schedule, and time of completion. Upon notice from the City, Contractor shall
promptly commence work, complete the same tna timely manner, and cure any failure in performance under
this agreement.
Unless otherwise directed b��the City, all work shall be performed to conformance with the Contract
IV
Plans, Contract Documents, Gi and date standards. Contractor acknowledges review of the Contract Plans
and Contract Documents and accept the same. Contractor shall exercise best efforts, including the selection of
the highest quality tnateracy so tfiat all work performed shall be in compliance with current related industry
standards.
2. Term of.Contrnct. This Agreement shall be in full force and effect upon execution and shall
remain in a ect unhl�
T,he City may terminate this Agreement by ten (10) days' written notice to the other party. In the event
of /uch ter nation, the City shall pay the Contractor for all work previously authorized and satisfactorily
verfnrrinc prior to the termination date.
3. Compensation. The City agrees to pay the Contractor:
[*] a fee of
done under this Agreement.
Agreement for Construction Services
for the work, as full compensation for everything furnished and
Page 1 of 4
or
[�] on a time and material basis as set forth in the attached bid up to a maximum fee of
as full compensation for everything furnished and done under this Agreement.
4. Payment. The Contractor may elect to be paid in monthly installments, upon presentation of
an invoice to the City, or in a lump sum, upon completion of the work. Applications for payment shall be sent
to the City Clerk at the below - stated address.
The City reserves the right to withhold payment under this Agreement which i� de erminedy' the _
reasonable judgment of the City Manager, to be noncompliant with the Contract Plans, Con tract•Documents, or
City or State standards.
5. Notice. Notice shall be given in writing as follows: '
TO TI-E CITY:
Name: Christine Bainbridge, City Clerk Name:
Phone Number: (509) 921 -1000 Phone Nnber:
Address: 11707 East Sprague Ave., Suite 106 Moll:
Spokane Valley, OVA 99206 Address:
6. Applicable Laws and Standards. e p ies,'in the performance of this Agreement, agree
to comply with all applicable Federal, State and local a «s',fand City ordinances and regulations.
7. Prevailing Rages on Public Works. Unless otherwise required by law, if this contract is for
a "public work" which is defined as "wdrk o`nstruction, alteration, repair or improvement other than ordinary
maintenance executed at the cost of the'City,'rthe following provision applies:
This Agreement pr OQi&s the`cvonstruction of a public work and a payment of prevailing
wages according -[b Wash gton law. All workers, laborers or mechanics shall be paid a
prevailing rate dWage t11ja is set forth in an Exhibit to this Agreement. '
Before man paymenemay be made to Contractor a "Statement of intent to Pay Prevailing
Wages" must behubmitted to the City. Following final acceptance of the public works
pfolECtlie Contractor and each subcontractor shall submit an "Affidavit of Wages Paid"
before retained funds will be released to the Contractor. The affidavit must be certified by the
ndusfrial statistician of the Department of Labor and Industries.
Relationship of the Parties. It is hereby understood, agreed and declared that the Contractor
shall bean independent Contractor and not the agent or employee of the City, that the City is interested in only
the results to be achieved, and that the right to control the particular manner, method and means of the work is
solely within the discretion of the Contractor. Any and all employees who provide services to the City under
this Agreement shall be deemed employees of the Contractor. The Contractor shall be solely responsible for
the conduct and actions of all employees under this Agreement and any liability that may attach thereto.
Agreement for Constriction Services Page 2 of 4
9. Warranty. Unless provided otherwise in the Contract Flans or Contract Documents,
Contractor warrants all work and materials performed or installed under this Contract are free from defect or
failure for a period of one year following final acceptance by the City, unless a supplier or manufacturer has a
warranty for a greater period, which warranty shall be assigned to the City. In the event a defect or failure
occurs in work or materials, the Contractor shall within the warranty period remedy the same at no cost or
expense to the City.
10. Contractor to Be Licensed. Bonded and Insured. The Contractor shall be duly licensed and
bonded by the State of Washington. Contractor shall purchase and maintain, during the term of this
Agreement, a comprehensive general liability policy in the amount of S 1,000,000.00 per occurrenc;Jwith the
City as an additional named insured. A copy of the certificate shall be provided to the.City: Co tradtor's
insurer shall give notice of cancellation of such insurance to the City.
11. Indemnification and Hold Harmless. Each party shall indemnify�and hold the other, its
officers, employees, agents, and volunteers, harmless from, and against, any l clanns --demands, orders,
decrees, or judgments for injuries, death, or damage to any person or property ansi . o resulting from any act
or omission on the part of said party, or its agents, employees or volunteers, i the performance of this
Agreement.
12. Waiver. No officer, employee, agent, or other inOMual adfing on behalf of either party, has
4 �i.�
the power, right, or authority to waive any of the conditions or p�ovtstous of this Agreement. No waiver in one
instance shall be held to be waiver of any other subsequenr�reacli =or nonperformance. All remedies afforded
in this Agreement, or by law, shall be taken and construcd.as um I--thve, and in addition to every other remedy
provided herein or by law. Failure of either party, to enforce; at any time, any of the provisions of this
Agreement, or to require, at any time, performance U)4the other party of any provision hereof, shall in no way
be construed to be a waiver of such provision novshallIt affect the validity of this Agreement, or any part
thereof.•
13. Assignment and Delegation. Neither party shall assign, transfer, or delegate any or all of the
responsibilities of this AgreemeA or Ili benefits received hereunder; without first obtaining the written
consent of the other party. kK
14. Jurisdiction and Venue. This Contract is entered into in Spokane County, Washington.
Venue shall be in SpoMaane,tn ur►t ,State of Washington.
15. Arbitration: All disputes arising under this Agreement shall be resolved through arbitration
pursuant tq�§tate lam Aules for arbitration shall be those prescribed by the American Association of
�6 `-`=aEntire Agreement. This written Agreement constitutes the entire and complete agreement
between the parties, and supercedes any prior oral or written agreements. This Agreement may not be
change ',,modified, or altered, except in writing and signed by the parties hereto.
. 17. Anti- kickback. No officer or employee of the City, having the power or duty to perform an
official act or action related to this Agreement, shall have, or acquire, any interest in this Agreement, or have
solicited, accepted, or granted, a present or future gift, favor, service, or other thing of value from any person
with an interest in this Agreement.
18, Business Registration. Prior to commencement of work, Contractor shall register with the
City as a business.
Agreement for Construction Services Page 3 of 4
19. Exhibits. Exhibits attached and incorporated into this agreement are:
IN WITNESS WHEREOF, the parties have executed this 'Agreement this, day of
2003.
CITY OF SPOKANE VALLEY: CONTRACTOR:
City Manager Owner
Tax I.D. No.:
ATTEST: APPROVED 'S TO FORM:
Y
City Clerk
Agrceroent for Construction Services Page 4 of 4
2
3
4
5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
CONTENTS
INTRODUCTION 1
AMENDMENTS TO THE STANDARD SPECIFICATIONS
SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ---1
SECTION 1 -09, MEASUREMENTAND PAYMENT
4
SECTION 1 -10, TEMPORARY TRAFFIC CONTROL
5
SECTION 1 -99, APWA SUPPLEMENT
19
SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
20
SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT - --
21
SECTION 2-09, STRUCTURE EXCAVATION
21
SECTION 2 -10, DITCH EXCAVATION
21
SECTION 4-04, BALLAST AND CRUSHED SURFACING
21
SECTION 5 -01, CEMENT CONCRETE PAVEMENT REHABILITATION -
22
SECTION 5-04, HOT MIX ASPHALT
22
SECTION 6-02, CONCRETE STRUCTURES
23
SECTION 6 -03, STEEL STRUCTURES
38
SECTION 6-06, BRIDGE RAILINGS
39
SECTION 6 -07, PAINTING --- ----39
SECTION 6 -09, MODIFIED CONCRETE OVERLAYS
39
SECTION 6 -10, CONCRETE BARRIER
39
SECTION 6-11, PRECAST CONCRETE RETAINING WALL STEMS --------
----40
SECTION 6-12, NOISE BARRIER WALLS
44
SECTION 6 -13, STRUCTURAL EARTH WALLS
49
SECTION 6 -14, GEOSYNTHETIC RETAINING WALLS
59
SECTION 6 -15, SOIL NAIL WALLS
63
SECTION 6 -16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS
72
SECTION 6 -17, PERMANENT GROUND ANCHORS - --
77
SECTION 6 -18, SHOTCRETE FACING
87
SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
---91
SECTION 7 -12, VALVES FOR WATER MAINS ------ ---- --
91
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
49
SECTION 7 -14, HYDRANTS
92
SECTION 7 -15, SERVICE CONNECTIONS
92
SECTION 7 -17, SANITARY SEWERS -
92
SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL
92
SECTION 8 -04, CURBS, GUTTERS, AND SPILLWAYS
93
SECTION 8 -07, PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
93
SECTION 8 -08, RUMBLE STRIPS
94
SECTION 8 -12, CHAIN LINK FENCE AND WIRE FENCE
95
SECTION 8 -14, CEMENT CONCRETE SIDEWALKS
95
SECTION 8 -15, RIPRAP
96
SECTION 8 -17, IMPACT ATTENUATOR SYSTEMS
96 -
SECTION 8-18, MAILBOX SUPPORT
97
SECTION 8 -19, REDIRECTIONAL LAND FORM
98
SECTION 8- 20,ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL98
SECTION 8 -22, PAVEMENT MARKING
99
SECTION 9 -02, BITUMINOUS MATERIALS
102
SECTION 9 -03, AGGREGATES
103
SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS
104
SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
104
SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS
105
SECTION 9 -07, REINFORCING STEEL
106
SECTION 9-08, PAINTS
107
SECTION 9 -09, TIMBER AND LUMBER
107 -
SECTION 9 -10, PILING
107
SECTION 9 -14, EROSION CONTROLAND ROADSIDE PLANTING
107
SECTION 9 -15, IRRIGATION SYSTEM
108 _
SECTION 9 -16, FENCE AND GUARDRAIL
108 _.
SECTION 9 -17, FLEXIBLE GUIDE POSTS
114 ;
SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES
114
SECTION 9 -28, SIGNING MATERIALS AND FABRICATION
114
SECTION 9 -29, ILLUMINATION, SIGNALS, ELECTRICAL
- -115
SECTION 9 -30, WATER DISTRIBUTION MATERIALS
124
SECTION 9 -32, MAILBOX SUPPORT----- ---- -- -125
SECTION 9 -33, CONSTRUCTION GEOSYNTHETIC
125
SECTION 9 -34, PAVEMENT MARKING MATERIAL
133 -
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT -
I
B
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS 133
SPECIAL PROVISIONS
DIVISION 1
GENERAL REQUIREMENTS
DESCRIPTION OF WORK
139
BID PROCEDURES AND CONDITIONS
140
Examination Of Plans, Specifications And Site Of Work
140
Public Opening Of Proposal
140
AWARD AND EXECUTION OF CONTRACT
141
Execution Of Contract
141
SCOPE OF WORK
141
Coordination of Contract Documetns, Palns, Specail Provisions, Specifications
and Addenda
141
CONTROL OF MATERIAL
141
Foreign Made Materials
141
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
142
State Taxes
142
Permits And Licenses
142
Wages
142
Contractor's Responsibility for Work .142
Utilities And Similar Facilities
143
Public Liability And Property Damage Insurance
143
Public Convenience And Safety
143
PROSECUTION AND PROGRESS
144
Preliminary Matters ---- ---- --
144
Prosecution of Work
144
Time for Completion --- ----------- ---- --
144
TEMPORARY TRAFFIC CONTROL
145
Traffic Control Management -
145
DIVISION 2
EARTHWORK
CLEARING, GRUBBING, AND ROADSIDE CLEANUP — —145
Description 145
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
C
1
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
145
2
Description
145
3
ROADWAY EXCAVATION AND EMBANKMENT
146
4
Construction Requirements
146
5
SUBGRADE PREPARATION
146
6
7
DIVISION 4
8
BASES
9
10
BALLAST AND CRUSHED SURFACING
147
11
12
DIVISION 5
13
SURFACE TREATMENTS AND PAVEMENTS
14
HOT MIX ASPHALT
147
15
Construction Requirements
147
16
17 DIVISION 7
18 DRAINAGE STRUCTURES, STORMSEWERS, SANITARY SEWERS, WATER
19 MAINS, AND CONDUITS
20
21 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 148
22
23 DIVISION 9
24 MATERIALS
25
26 CONSTRUCTION GEOTEXTILE 148
27 STANDARD PLANS 149
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
D
i
I
1
2 APPENDIX A
3 Required Contract Provisions
4 Federal -Aid Construction Contracts .
5
6 Amendment
7 Required Contract Provisions
8 Federal -Aid Construction Contracts
9
10 APPENDIX B
11 Title VI of the Civil Fights Act of 1954 Clause
12 Section 109 of the Housing and Community Development Act of 1974 Clause
13 Access to Records Clause
14 Standard Federal EEO Construction Contract Specifications (EO 11246)
15 Certification of Non - Segregated Facilities
16 Federal Labor Standards Provisions
17
18
APPENDIX
19
Wage Rates
0
APPENDIX D
21 Washington State Department of Labor and Industries
22 Policy Statement
24 APPENDIX E
25 U P R R Temporary Use of R/R Property Agreement
26 And Insurance Requirements
27
28 APPENDIX F
29 Pavement Core Information
30
31 APPENDIX D
32- Standard Plans
3
34
5
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
E
1 INTRODUCTION
2 The following Amendments and Special Provisions shall be used in conjunction with the 2004 Standard
3 Specifications for Road. Bridge, and Municipal Construction.
4
5 AMENDMENTS TO THE STANDARD SPECIFICATIONS
6
7 The following Amendments to the Standard Specifications are made a part of this contract and
8 supersede any conflicting provisions of the Standard Specifications For informational purposes, the
9 date following each Amendment title indicates the implementation date of the Amendment or the latest
10 date of revision.
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12 Each Amendment contains all current revisions to the applicable section of the Standard Specifications
13 and may include references which do not apply to this particular project.
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15 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
16 April 4, 2005
17 1 -07.11(10)B Required Records and Retention
18 The third and fourth paragraphs are revised to read
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20 Monthly Employment Utilization Reports
21 WSDOT Form #820 -010 or substitute form as approved by the Contracting Agency. This form is
22 required for all federally assisted projects if the contract is equal to or greater then S10,000 and for
23 every associated subcontract equal to or greater than $10,000. These monthly reports are to be
24 maintained in the respective Contractor or subcontractor's records.
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26 In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies of
27 the completed WSDOT form 820 -010 or approved substitute to the Contracting Agency by the fifth
28 of each month throughout the term of the contract The Contractor shall also collect and submit
29 these forms monthly from every subcontractor who holds a subcontract with a value of $100,000
30 or more.
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32 Failure to submit the required reports by their due dates may result in the withholding of progress
33 estimate payments.
35 1 -07.13(4) Repair of Damage
36 This section is revised to read:
37
38 The Contractor shall promptly repair all damage to either temporary or permanent worts as
39 directed by the Engineer For damage qualifying for relief under Sections 1 -07.13(1), 1- 07.13(2)
40 or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4 using the estimated bid
41 item "Reimbursement for Third Party Damage"
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43 In the event the Contracting Agency pays for damage to the Contractor's work or for damage to
44 the Contractor's equipment caused by third parties, any claim the Contractor had or may have
45 had against the third party shall be deemed assigned to the Contracting Agency, to the extent of
46 the Contracting Agency's payment for such damage.
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48 Payment will be limited to repair of damaged work only. No payment will be made for delay or
49 disruption of work
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHA81LFTATION PROJECT
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For the purpose of providing a common
entered an amount for 'Reimbursement
part of the total bid by the Contractor.
1 -07.16(1) Private /Public Property
This section is revised to read-
proposal proposal for all bidders, the Contracting Agency has
For Third Party Damage" in the proposal to become a
The Contractor shall not use Contracting Agency owned or controlled property other than that
directly affected by the contract work without the approval of the Engineer If the Engineer grants
such approval, the Contractor shall then vacate the area when ordered to do so by the Engineer.
Approval to temporarily use the property shall not create any entitlement to further use or to
compensation for any conditions or requirements imposed
The Contractor shall protect private or public property on or in the vicinity of the work site. The
Contractor shall ensure that it is not removed, damaged, destroyed, or prevented from being used
unless the contract so specifies.
Property includes land, utilities, trees, landscaping, improvements legally on the right -of -way,
markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and other
property of all description whether shown on the plans or not.
If the Engineer orders , or if otherwise necessary, the Contractor shall install protection,
acceptable to the Engineer, for property such as that listed in the previous paragraph, The
Contractor is responsible for locating and protecting all property that is subject to damage by the
construction operation.
If the Contractor (or agentstemployees of the Contractor) damage, destroy, or interfere with the
use of such property, the Contractor shall restore it to original condition. The Contractor shall also
haft any interference with the property's use. If the Contractor refuses or does not respond
immediately, the Engineer may have such property restored by other means and subtract the cost
from money that will be or is due the Contractor.
The Contractor may access the worksite from adjacent properties. The Contractor shall not use
or allow others to use this access to merge with public traffic. During non - working hours, the
Contractor shall provide a physical barrier that is either locked or physically unable to be moved
without equipment. The access shall not go through any existing structures. The access may go
through fencing. The Contractor shall control or prevent animals from entering the worksite to the
same degree that they were controlled before the fence was removed. The Contractor shall
prevent persons not involved in the contract work from entering the worksite through the access
or through trails and pathways intersected by the access. If the contract documents require that
existing trails or pathways be maintained during construction, the Contractor will insure the safe
passage of trail or pathway users. The Contractor shall effectively control airborne particulates
that are generated by use of the access. The location and use of the access shall not adversely
affect wetlands or sensitive areas in any manner. The Contractor shall be responsible for
obtaining all haul road agreements, permits and/or easements associated with the access. The
Contractor shall replace any fence, repair any damage and restore the site to its original state
when the access is no longer needed The Contractor shall bear all costs associated with this
worksite access.
1 -07.16(2) Vegetation Protection and Restoration
The new paragraph below is inserted to follow the third paragraph,
CITY OF SPOKANE VALLEY
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Any pruning activity required to complete the work as specified shall be performed by persons
qualified as a Certified Arborist at the direction of the Engineer
In the fifth paragraph, "Guide for Plant Appraisal, Eighth Edition" is revised to read "Guide for Plant
Appraisal, Current Edition"
1 -07.16(3) Fences, Mailboxes, Incidentals
The first sentence in the first paragraph is revised to read
The Contractor shall maintain any temporary fencing to prevent pedestrians from entering the
worksite and to preserve livestock, crops, or property when working through or adjacent to private
property.
1 -07.18 Public Liability and Property Damage Insurance
This section Is revised to read
The Contractor shall obtain and keep in force the following policies of insurance. The policies
shall be with companies or through sources approved by the State Insurance Commissioner
pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in
force from the execution date of the contract until the date of acceptance by the Secretary
(Section 1- 05.12).
Owners and Contractors Protective Insurance providing bodily injury and property damage
liability coverage with limits of 53,000.000 per occurrence and in the aggregate for each
policy period, written on Insurance Services Office (ISO) form CG0009 together with
Washington State Department of Transportation Amendatory Endorsement No. CG 29 08,
specifying the State of Washington as a named insured
The Contractor may choose to terminate this insurance after the date of Substantial
Completion as determined by the Engineer or, should Substantial Completion not be
achieved, after the date of Physical Completion as determined by the Engineer. In the event
the Contractor elects to terminate this coverage, prior to acceptance of the contract, the
Contractor shall first obtain an endorsement to the Commercial General Liability Insurance
descnbed below that establishes the Contracting Agency on that policy as an additional
insured.
2. Commercial General Liability Insurance written under ISO Form CGO001 or its equivalent
with minimum limits of $3,000,000 per occurrence and in the aggregate for each policy
period. This protection may be a CGL policy or any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than 53,000,000 Products
and completed operations coverage shall be provided for a period of one year following final
acceptance of the work.
3. Commercial Automobile Liability Insurance providing bodily injury and property damage
liability coverage for all owned and nonowned vehicles assigned to or used in the
performance of the work with a combined single limit of not less than $1,000,000 each
occurrence with the State named as an additional insured in connection with the Contractor's
Performance of the contract.
The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or
contain provisions for a deductible. The Commercial General Liability policy and the Commercial
CrrY OF SPOKANE VALLEY
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1 Automobile Uability Insurance policy may, at Lhe discretion of Fine Contractor. contain such
2 provisions. If a deductible applies to any claim under these policies, then payment of that
3 deductible will be the responsibility of the Contractor. notwithstanding any claim of liability against
4 the Contracting Agency, However in no event shall any provision for a deductible provide for a
5 deductible in excess of $50,000.00.
8
7 Prior to contract execution, the Contractor shall file with the Department of Transportation,
8 Contract Payment Section, P.O. Box 47429, Olympia, WA 98504 -7420, ACORD Form Certificates
9 of Insurance evidencing the minimum insurance ooverages required under these specifications
10
11 All insurance policies and Certificates of insurance shall include a requirement providing for a
12 minimum of 45 days prior written notice to the Contracting Agency of any cancellation or reduckbon
13 of overage. All insurance coverage required by this section shall be written and provided by
14 'occurrence - based" policy forms rather than by 'claims made" forms.
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16 Failure on the part of the Contractor to maintain the insurance as required shall constitute a
17 material breach of contract upon which the Contracting Agency may. after giving ftve working days
18 notice to the Contractor to correct the breach. immediately terminate the Contract or, at its
19 discretion, procure or renew such insurano and pays any and all premiums in connection
20 therewith. with any sums so expended to be repaid to the Contracting Agency on demand, or at
21 the sale discretion of the Contracting Agency, oftet :against funds due the Contractor from the
22 Contracting Agency.
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24 All costs for lnWranre, inducing any payments of deductible amounts. shall be considered
25 incidental to and included in the unit contract prices and no additional payment vvill be made.
26
27 1- 07.23(l) Construction Under Traffic
28 The firsi paragraph is supplemented with the following.
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30 The Contractor shall enter interstate highways only through legal movements from existing roads,
31 streets. and through other access points specifically allowed by the contract documents.
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33 The fourth sentence in the second paragraph is revised to reach
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35 Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor, when
35 ordered by the Engineer, at the Contracting AgenWs expense.
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38 In the sixth paragraph, 3. "C ", the first sentence is revised to read:
39
40 Temporary concrete harrier or other approved barrier installed can the traffic side of the drop-off
41 with 2 feet between the drop -riff and the bar, of the ban ier and a new edge of pavement stripe a
42 min imurm of 2 feet from the face of the barrier_
43
44 SECTION 1.09,MEASUREMENT AND PAYMENT
45 April 5, 2004
1-09.6 Force Account
47 On ,page 1 -91, urxder'For Labor". the fourth and fifth sentences in the second paragraph are deleted_
48
49 1-09.7 Mobilization
50 Under the second paragraph. item 3 is revised to read,
51
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When the substantial completion date has been established for the project, payment of any
amount bid for mobilization in excess of 10 percent of the total original contract amount will be
paid.
SECTION 1 -10, TEMPORARY TRAFFIC CONTROL
August 2, 2004
Section 1 -10 is revised in its entirety to read:
1 -10.1 General
The Contractor, utilizing contractor labor and contractor- provided equipment and materials (except
when such labor, equipment or materials are to be provided by the Contracting Agency as
specifically identified herein,) shall plan, manage, supervise and perform all temporary traffic
control activities needed to support the work of the contract.
1- 10.1(1) Materials
Materials shall meet the requirements of the following sections:
Stop/Slow Paddles
9 -35.1
Construction Signs
9 -35.2
Wood Sign Posts
9 -35.3
Sequential Arrow Signs
9 -35.4
Portable Changeable Message Signs
9 -35.5
Barricades
9 -35.6
Traffic Safety Drums
9 -35.7
Bamer Drums
9 -35.8
Traffic Cones
9 -35.9
Tubular Markers
9-3510
Warning Lights and Flashers
9 -35.11
Truck- Mounted Attenuator
9 -35.12
1- 10.1(2) Description
The Contractor shall provide flaggers, spatters and all other personnel required for labor for traffic
control activities and not otherwise specified as being fumished by the Contracting Agency
The Contractor shall perform all procedures necessary to support the contract work.
The Contractor shall provide signs and other traffic control devices not otherwise specified as
being furnished by the Contracting Agency. The Contractor shall erect and maintain all
construction signs, warning signs, detour signs, and other traffic control devices necessary to
warn and protect the public at all times from injury or damage as a result of the Contractor's
operations which may occur on or adjacent to highways, roads, or streets. No work shall be done
on or adjacent to the roadway until all necessary signs and traffic control devices are in place.
The traffic control resources and activities described shall be used for the safety of the public, of
the Contractor's employees, and of the Contracting Agency's personnel and to facilitate the
movement of the traveling public. They may be used for the separation or merging of public and
construction traffic when such use is in accordance with a specific approved traffic control plan
Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and remove signs,
or provide, erect, maintain, and remove other traffic control devices when ordered to do so by the
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1 Engineer, the Contracting Agency may. w4hout further notice to the Contractor or the Surety,
2 perform any of the above and deduct all of the costs from the Contractor's payments.
3
4 The Contractor shall be responsible for providing adequate labor, sufficient signs, and other traffic
5 control devices, and for performing traffic control procedures needed for the protection, of the work
6 and the public at all times regardless of whether or not the labor, devices or procedures have
7 been ordered by the Engineer, fumished by the Contracting Agency, or paid for by the Contracting
8 Agency-
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10 'Wherever passible when performing contract work, the Contractor's equipment shall follow normal
11 and legal traffic movements. The Contractor's ingress and egress of the work area shall be
12 accomplished with as little disruption to traffic as possible. Traffic control devices shall be
13 removed by picking up the devices in ,a reverse sequence to that used for installation. This may
14 require moving backwards through the work7-one. When 1pr-ated behind barrier or at other
15 loc"ons shown on approved traft=rc control plants, equipment may operate in a direction opposite
16 to adjacent traffic.
17
1B The Contractor is advised that the Contracting Agency may have entered into operating
19 agreements with one or more law enfo,roement organizations for cooperabve activities. Under
20 such agreements, at 'the sole discretion of the Contracting Agency. law enforcement personnO
21 may enter the workzcone for enforcement purposes and may participate in the Cointractor's traffic
22 control activities, The responsibility ender the contract for all traffic control resides with the
23 Contractor ar}d any such participation by law enforcement personnel in Contractor traffic control
24 activities will be referenced in the Special Provisions or will be preceded by an agreement arid, 4
25 appropriate, a cost adjustment_ Nothing in this contract is inten€ied to create an entitlemenL, on
26 the part of the Contractor. to the services or participation of the law enforcement organization.
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23 1-10.2 Traffic Control Management
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30 1- 111.2 (1) General
31 It is the Contractor's responsibility to plan. conduct and safety perform the work. The Contractor
2 shall manage temporary traffic control with its own staff. Traffic control management
33 responsibilities shall be formally assigned to one or more company supervisors who are actively
34 inuroived in the planning and management of field contract activities. The Contractor shall provide
35 the Engineer with a copy of the forrnal assignment The duties of traffic control management rimy
36 not be subcontracted
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38 The Contractor shall designate an individual or indivaiduals to perform the dAes of the primary
39 Traffic Control Supervisor (TCS)- The designation shall also identify an alternate TCS who can
40 assume the duties of the p6makry TCS in the event of that person's inability to perform. Tie TCS
41 shall be responsible for safe implernentation of approved Traffic Control Plans provided by the
42 Caritractor.
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44 The designated individuals shall be certified as worksite traffic control supervisors by one of the
45 organizations listed in the Special Provisions, Possession of a current flagging card by the TCS is
46 mandatory, A traffic control management assignment and s TCS designation are required on all
47 projecis that gill utilize traffic control
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49 The Contractor shall maintain 24 -hour telephone numbers at which the Contractor's assigned
50 traffic control management ,personnel and the TCS can be contacted and be available upon the
51 EngineeCs request at other than normal working hours... These persons shall have the rescaurces.,
52 ability and authority to expeditiously correct any deficiency in the traffic control system.
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2 1- 10.2(1)A Traffic Control Management
3 The responsibilities of the Contractor's traffic control management personnel shall include
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5 1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) to ensure
6 that proper safety and traffic control measures are Implemented and consistent with the
7 specific requirements created by the Contractors workzones and the Contract. Some
8 form of oversight must be in place and effective even when the traffic control
9 management personnel are not present at the jobsite.
10
11 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCP's)
12 which are compatible with the work operations and traffic control for which they will be
13 implemented Having the latest adopted edition of the Manual On Uniform Traffic Control
14 Devices for Streets and Highways (MUTCD,) Including the Washington State
15 Modifications to the MUTCD and applicable standards and specifications available at all
16 times on the project_
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18 3. Discussing proposed traffic control measures and coordinating implementation of the
19 Contractor- adopted traffic control plan(s) with the Engineer.
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21 4 Coordinating all traffic control operations, including those of subcontractors and
22 suppliers, with each other and with any adjacent construction or maintenance
23 operations
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25 5. Coordinating the project's activities (such as ramp closures, road closures, and lane
26 closures) with appropriate police, fire control agencies, city or county engineering,
27 medical emergency agencies, school districts, and transit companies.
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29 6 Overseeing all requirements of the contract which contribute to the convenience, safety,
30 and orderly movement of vehicular and pedestrian traffic
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32 7 Reviewing the TCS's diaries dally and being aware of `field' traffic control operations_
33
34 B. Being present on -site a sufficient amount of time to adequately satisfy the above-4isted
35 responsibilities.
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37 Failure to carry out any of the above - listed responsibilities shall be a failure to comply with the
38 contract and may result in a suspension of work as described in Section 1 -08.6.
39
40 1- 10.2(1)B Traffic Control Supervisor
41 A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or spotting or
42 other traffic control labor is being utilized or less frequently, as authorized by the Engineer
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44 The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS
45 shalt be available to the job site within a 45- minute time period after notification by the Engineer.
46
47 The TCS's duties shall include:
48
49 1 Having a current set of approved traffic control plans (TCPs), applicable contract
50 provisions as provided by the Contractor, the latest adopted edition of the MUTCD,
51 including the Washington Stale Modifications to the MUTCD, the book Quality Standards
52 for Work Zone Traffic Control Devices, and applicable standards and specifications.
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2 2 Inspecting traffic control devices and nighttime lighting for proper location, installation.
3 message, cleanliness, and effect on the traveling public Traffic control devices shall be
4 inspected each work shift except that Class A signs and nighttime lighting need to be
5 checked only once a week. Traffic control devices left in place for 24 hours or more
6 should also be inspected once during the nonworking hours when they are initially set up
7 (during daylight or darkness, whichever is opposite of the working hours). The TCS shall
8 correct, or arrange to have corrected, any deficiencies noted during these inspections
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10 3 Preparing a daily traffic control diary on DOT Forms 421 -040A and 421 -0406, which
11 shall be submitted to the Engineer no later than the end of the next working day to
12 become a part of the project records. The Contractor may use alternate forms if
13 approved by the Engineer Diary entries shall include, but not be limited to:
14
15 a Time of day when signs and traffic control devices are installed and removed,
16 b. Location and condition of signs and traffic control devices,
17 c. Revisions to the traffic control plan.
18 d. Lighting utilized at night, and
19 e. Observations of traffic conditions.
20
21 4. Making minor revisions to the traffic control plan to accommodate site conditions
22 provided that the original intent of the traffic control plan is maintained and the revision
23 has the concurrence of both the Contractor and the Engineer.
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25 5 Attending traffic control coordinating meetings or coordination activities as necessary for
26 full understanding and effective performance.
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28 6 Ensuring that all needed traffic control devices and equipment are available and in good
29 working condition prior to the need to install or utilize them
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31 The TCS may perform the work described by "Flaggers and Spotters" or "Other Traffic Control
32 Labor' provided that the duties of the TCS are accomplished.
33
34 1- 10.2(2) Traffic Control Plans
35 The traffic control plan or plans appearing in the contract documents show a method of handling
36 traffic All construction signs, flaggers, spotters and other traffic control devices are shown on the
37 traffic control plan(s) except for emergency situations. Where mainline contract traffic control
38 plans are developed with the intent of operating without the use of flaggers or spotters, the plans
39 shall note that intent. The use of flaggers or spotters to supplement these traffic control plans will
40 not be allowed except in a case where no other means of traffic control can be used or in the
41 event of an emergency. If the Contractor proposes the use of flaggers or spotters with one of
42 these plans, this will constitute a modification requiring approval by the Engineer. The modified
43 plans must show locations for all the required advance waming signs and a safe, protected
44 location for the flagging station. If flagging is to be performed during hours of darkness, the plan
45 must include appropriate illumination for the flagging station.
46
47 When the Contractor's chosen method of performing the work in the contract requires some form
48 of temporary traffic control, the Contractor shall either. (1.) designate and adopt, in writing, the
49 traffic control plan or plans from the contract documents that support that method. or (2.) submit a
50 Contractor's plan that modifies, supplements or replaces a plan from the contract documents. Any
51 Contractor - proposed modification, supplement or replacement shall show the necessary
52 construction signs, flaggers, spotters and other traffic control devices required to support the work
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1 Any Contractor- proposed traffic control plan shall conform to the established standards for plan
2 development as shown in the MUTCD, Part VI The Contractor's submittal, either designating and
3 adopting a traffic control plan from the contract documents or proposing a Contractor - developed
4 plan, shall be provided to the Engineer for approval at least ten calendar days in advance of the
5 time the signs and other traffic control devices are scheduled to be installed and utilized The
6 Contractor shall be solely responsible for submitting any proposed traffic control plan or
7 modification, obtaining the Engineer's approval and providing copies of the approved Traffic
8 Control Plans to the Traffic Control Supervisor
9
10 1- 10.2(3) Conformance to Established Standards
11 Flagging, signs, and all other traffic control devices and procedures furnished or provided shall
12 conform to the standards established in the latest adopted edition of the Manual On Uniform
13 Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. Department of
14 Transportation and the Washington State Modifications to the MUTCD. Judgment of the quality of
15 devices furnished will be based upon Quality Standards for Work Zone Traffic Control Devices,
16 published by the American Traffic Safety Services Association. Copies of the MUTCD may be
17 purchased from the Superintendent of Documents, U.S Government Printing Office, Washington.
18 D.C. 20402. The Washington State Modifications to the MUTCD and Quality Standards for Work
19 Zone Traffic Control Devices may be obtained from the Department of Transportation, Olympia
20 Washington 98504
21
22 In addition to the standards of the MUTCD described above, the Contracting Agency has
23 scheduled the Implementation of crashworthiness requirements for most workzone devices. The
24 National Cooperative Highway Research Project (NCHRP) Report 350 has established
25 requirements for crash testing. Workzone devices are divided into four categories. Each of those
26 categories and, where applicable, the schedule for implementation is described below:
27
28 Category 1 Includes those items that are small and lightweight, channelizing, and delineating
29 devices that have been In common use for many years and are known to be crashworthy by crash
30 testing of similar devices or years of demonstrable safe performance These include cones,
31 tubular markers, flexible delineator posts, and plastic drums. All Category 1 devices used on the
32 project shall meet the requirements of NCHRP 350 as certified by the manufacturer of the device.
33
34 Category 2 includes devices that are not expected to produce significant vehicular velocity
35 change, but may otherwise be hazardous. Examples of this class are barricades, portable sign
36 supports and signs, intrusion alarms and vertical panels. Any new Category 2 device purchased
37 after October 1. 2000 shall meet the requirements of NCHRP 350 Existing equipment,
38 purchased prior to October 1, 2000, may be used on the project until December 31, 2007 For the
39 purpose of definition, a sign support and sign shall be considered a single unit. A new sign may be
40 purchased for an existing sign support and the entire unit will be defined as "existing equipment
41
42 Category 3 is for hardware expected to cause significant velocity changes or other potentially
43 harmful reactions to impacting vehicles Barners, fixed sign supports, crash cushions, truck
44 mounted attenuators (TMA's) and other work zone devices not meeting the definitions of Category
45 1 or 2 are examples from this category. Many Category 3 devices are defined in the design of the
46 project. Where this Is the case, NCHRP 350 requirements have been incorporated into the design
47 and the Contractor complies with the requirements by constructing according to the plans and
48 specifications Where the device is a product chosen by the Contractor, the device chosen must
49 be compliant with the requirements of NCHRP 350.
50
51 Category 4 includes portable or trailer- mounted devices such as Arrow Displays, Temporary
52 Traffic Signals, Area Lighting Supports, and Portable Changeable Message Signs There is
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1 presently no Implementation schedule for mandatory crashworthiness compliance for these
2 devices
3
4 The condition of signs and traffic control devices shall be new or "acceptable' as defined in the
5 book Quality Standards for Work Zone Traffic Control Devices, and will be accepted based on a
6 visual inspection by the Engineer The Engineer's decision on the condition of a sign or traffic
7 control device shall be final A sign or traffic control device determined to be "not acceptable' shall
8 be removed from the project and replaced within 12 hours.
9
10 1 -10.3 Traffic Control Labor, Procedures and Devices
11
12 1- 10.3(1) Traffic Control Labor
13 The Contractor shall fumish all personnel for flagging, spotting, for the execution of all procedures
14 related to temporary traffic control and for the setup, maintenance and removal of all temporary
15 traffic control devices and construction signs necessary to control traffic during construction
16 operations
17
18 Workers engaged as flaggers or spotters shall wear reflective vests and hand hats During hours
19 of darkness, white coveralls or white or yellow rain gear shall also be wom. The vests and other
20 apparel shall be in conformance with Section 1 -07.8.
21
22 1- 10.3(1)A Flaggers and Spotters
23 Faaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where
24 directed by the Engineer. Any flagger or spotter shall possess a current flagging card issued by
25 the State of Washington, Oregon, or Idaho. The flagging card shall be immediately available and
26 shown to the Contracting Agency upon request_
27
28 Flagging stations shall be shown on Traffic Control Plans at locations where construction
29 operations require stopping or diverting public traffic. Flagging stations shall be staffed only when
30 flagging is required. This staffing may be continuous or intermittent, depending on the nature of
31 the construction activity. Whenever a flagger is not required to stop or divert traffic, the flagger
32 shall move away from the flagging station to a safer location. During hours of darkness, flagging
33 stations shall be illuminated in a manner that insures that flaggers can easily be seen but that
34 does not cause glare to the traveling public. Faaggers shall be equipped with portable two-way
35 radios, with a range suitable for the project. The radios shall be capable of having direct contact
36 with project management (foremen, superintendents, etc ).
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38 The Contractor shall furnish the MUTCD standard Stop /Slow paddles for all flagging operations.
39 The specification for Stop/Slow paddles (9 -35.1) calls for 24' paddles and all new paddles
40 purchased for the project shall conform to those provisions. Previously specified 18' paddles may
41 be used at the request of the Contractor until December 31. 2005
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43 Spotting stations shall be shown on Traffic Control Plans at locations where a spotter can detect
44 errant drivers or other hazards and provide an effective waming to other workers. Spotting
45 stations will not be allowed at locations where the spotter will be in unnecessary danger. The ,
46 Contractor shall fumish noise - makers or other effective waming devices for spotting operations
47 '48 1- 10.3(1)B Other Traffic Control Labor
49 In addition to flagging or spotting duties, the Contractor shall provide personnel for all other traffic
50 control procedures required by the construction operations and for the labor to install, maintain
51 and remove any traffic control devices shown on Traffic Control Plans.
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MONTGOMERY AVENUE REHA8IUTATION PROJECT
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1- 10.3(2) Traffic Control Procedures
1- 10.3(2)A One -Way Traffic Control
The project work may require that traffic be maintained on a portion of the roadway during the
progress of the work using one -way traffic control. If this is the case. the Contractor's operation
shall be confined to one -half the roadway, permitting traffic on the other half. If shown on an
approved traffic control plan or directed by the Engineer, one -way traffic control, in accordance
with the MUTCD, shall be provided and shall also conform to the following requirements:
In any one -way traffic control configuration, side roads and approaches will be closed or controlled
by a flagger or by appropriate approved signing. A side road flagger will coordinate with end
flaggers where there is line of sight and with the pilot car where the end flaggers cannot be seen
Queues of vehicles will be allowed to take turns passing through the workzone in the single open
lane. When one -way traffic control is in effect, contractor vehicles shall not use the open traffic
lane except while following the same rules and routes required of the public traffic.
As conditions permit, the Contractor shall, at the end of each day, leave the work area in such
condition that it can be traveled without damage to the work, without danger to traffic, and without
one -way traffic control. If, In the opinion of the Engineer, one -way traffic control cannot be
dispensed with after working hours, then the operation will be continued throughout the non-
working hours.
1- 10.3(2)B Rolling Slowdown
For work operations on multi -lane roadways which necessitate short-term roadway closures of 15
minutes or less, the Contractor shall implement a rolling slowdown. Where included in an
approved traffic control plan, a rolling slowdown shall be accomplished using one traffic control
vehicle with flashing amber lights for each lane to be slowed down plus one control vehicle to
serve as a chase vehicle for traffic ahead of the blockade. The traffic control vehicles shall enter
the roadway and form a moving blockade to reduce traffic speeds and create a clear area in front
of the moving blockade to accomplish the work without a total stoppage of traffic
A portable changeable message sign shall be placed ahead of the starting point of the traffic
control to warn traffic of the slowdown The sign shall be placed far enough ahead of the work to
avoid any expected backup of vehicles.
The location where the traffic control vehicles shall begin the slowdown and the speed at which
the moving blockade will be allowed to travel will be calculated to accommodate the estimated
time needed for closure. The chase control vehicle shall follow the slowest vehicle ahead of the
blockade. When the chase vehicle passes, the Contractor may begin the work operation. In the
event that the work operation is not completed when the moving blockade reaches the site, all
work except that necessary to clear the roadway will cease immediately and the roadway shall be
cleared and reopened as soon as possible
All ramps and entrances to the roadway between the moving blockade and work operation shall
be temporarily closed using flaggers. Radio communications between the work operation and the
moving blockade shall be established and utilized to adjust the speed of the blockade to
accommodate the closure time needed
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MONTGOMERY AVENUE REHABILITATION PROJECT
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1- 10.3(2)C Lane Closure Setup/Takedown
Where allowed by the contract and where shown on approved traffic control plans or directed by
the Engineer, the Contractor shall set up traffic control measures to close one or more lanes of a
multi -lane facility. When this is to occur, the following sequence shall be followed
1 Advance warning signs are set up on the shoulder of the roadway opposite the lane to
be closed,
2. Advance warning signs are set up on the same shoulder as the lane to be dosed.
3. A truck - mounted attenuator, with arrow board, is moved into place at the beginning of the
closure taper,
4. Channelization devices are placed to mark the taper and the length of the closure as
shown on the traffic control plan.
Once the lane is dosed, the TMAlarrow board combination may be replaced mth an
arrow board without attenuator
If additional lanes are to be closed, this shall be done in sequence with previous lane closures
using the same sequence of activities A truck- mounted attenuator with arrow board is required
during the process of closing each additional lane and may be replaced with an arrow board
without attenuator after the lane is closed Each closed lane shall be marked with a separate
arrow board at all times.
Traffic control for lane closures shall be removed in the reverse order of its installation.
1- 10.3(2)D Mobile Operations
Where construction operations are such that movement along the length of a roadway is
continuous or near - continuous to the extent that a stationary traffic control layout will not be
effective, the Contractor shall implement a moving, or mobile, traffic control scheme. Such
moving control shall always be conducted in the same direction as the adjacent traffic.
Where shown on an approved traffic control plan or where directed by the Engineer, mobile traffic
control shall consist of portable equipment, moving with the operation. A portable changeable
message sign shall be established in advance of the operation, far enough back to provide
warning of both the operation and of any queue of traffic that has formed during the operation.
The advance sign shall be continuously moved to stay near the back of the queue at all times. A
truck- mounted attenuator, with arrow board, shall be positioned and maintained at a fixed distance
upstream of the work. A shadow vehicle, with truck- mounted attenuator shall be positioned and
maintained immediately upstream of the work.
1- 10.3(2)E Patrol & Maintain Traffic Control Measures
At all times, when temporary traffic control measures are in place, the Contractor shall provide for
patrolling and maintaining these measures The work shall consist of resetting mislocated
devices, assuring visibility of all devices, cleaning and repairing where necessary, providing
maintenance for all equipment, including replacing batteries and light bulbs as well as keeping
motorized and electronic items functioning, and adjusting the location of devices to respond to
actual conditions, such as queue length, unanticipated traffic conflicts and other areas where
planned traffic control has proven ineffective
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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1 This work shall be performed by the Contractor, either by or under the direction of the Traffic
2 Control Supervisor Personnel, with vehicles if necessary, shall be dispatched so that all traffic
3 control can be reviewed at least once per hour during working hours and at least once during
4 each non - working shift.
5
6 1- 10.3(3) Traffic Control Devices
7
8 1- 10.3(3)A Construction Signs
9 All construction signs required by approved traffic control plans, as well as any other appropnate
10 signs directed by the Engineer shall be fumished by the Contractor The Contractor shall provide
11 the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition
12 until the need for them has ended. Post mounted signs shall be installed as shown in Standard
13 Plans G -1 and G-4a Sign attachment to posts shall conform to the applicable detail shown in
14 Standard Plan G -9b When the need for construction signs has ended, the Contractor, upon
15 approval of the Engineer, shall remove all signs, posts. and supports from the project and they
16 shall remain the property of the Contractor
17
18 No passing zones on the existing roadway that are marked with paint striping and which striping is
19 to be obliterated by construction operations shall be replaced by "Do Not Pass` and 'Pass With
20 Care" signs. The Contractor shall provide and install the posts and signs The signs shall be
21 maintained by the Contractor until they are removed or until the contract is physically completed.
22 When the project includes striping by the Contractor, the signs and posts shall be removed by the
23 Contractor when the no passing zones are reestablished by striping. The signs and posts will
24 become the property of the Contractor. When the Contractor is not responsible for striping and
25 when the striping by others is not completed when the project is physically completed, the posts
26 and signs shall be left in place and shall become the property of the Contracting Agency.
27
28 All existing signs, new permanent signs installed under this contract, and construction signs
29 installed under this contract that are inappropriate for the traffic configuration at a given time shall
30 be removed or completely covered with metal, plywood, or an Engineer approved product
31 specifically manufactured for sign covering during periods when they are not needed.
32
33 Construction signs will be divided into two classes Class A construction signs are those signs
34 that remain in service throughout the construction or during a major phase of the work They are
35 mounted on posts, existing fixed structures, or substantial supports of a semi - permanent nature
36 Class A signs will be designated as such on the approved Traffic Control Plan 'Do Not Pass' and
37 "Pass With Care' signs are classified as Class A construction signs. Sign and support installation
38 for Class A signs shall be in accordance with the Contract Plans or the Standard Plans Class B
39 construction signs are those signs that are placed and removed daily, or are used for short
40 durations which may extend for one or more days They are mounted on portable or temporary
41 mountings.
42
43 Where it is necessary to add weight to signs for stability, the only allowed method will be a bag of
44 sand that will rupture on impact. The bag of sand shall have a maximum weight of 40 pounds,
45 and shall be suspended no more than 1 foot from the ground
46
47 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems
48 to be unacceptable while their use is required on the project shall be replaced by the Contractor
49
50 1- 10.3(3)B Sequential Arrow Signs
51 Where shown on an approved traffic control plan or where ordered by the Engineer. the
52 Contractor shall provide, operate and maintain sequential arrow signs. In some locations, the sign
CITY OF SPOKANE VALLEY
' MONTGOMERY AVENUE REHA8IUTAT)ON PROJECT
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will be shown as a unit with an attenuator In other locations, the plan will indicate a stand -alone
unit
1- 10.3(3)C Portable Changeable Message Sign
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, operate and maintain portable changeable message signs. These signs
shall be available, on -site, for the entire duration of their projected use.
1- 10.3(3)D Barricades
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, install and maintain barricades Barricades shall be kept in good repair
and shall be removed immediately when, in the opinion of the Engineer, they are no longer
functioning as designed
Where It Is necessary to add weight to barricades for stability, the only allowed method will be a
bag of sand that will rupture on impact. The bag of sand shall have a maximum weight of 40
pounds, and shall be suspended no more than 1 foot from the ground.
1- 10.3(3)E Traffic Safety Drums
Where shown on an approved Traffic Control Plan, or where ordered by the Engineer, the
Contractor shall provide, install and maintain Traffic Safety Drums.
Used drums may be utilized, provided all drums used on the project are of essentially the same
configuration.
The drums shall be designed to resist overturning by means of a weighted lower unit that will
separate from the drum when impacted by a vehicle.
Drums shall be regularly maintained to ensure that they are clean and that the drum and reflective
material are in good condition. If the Engineer determines that a drum has been damaged
beyond usefulness, or provides inadequate reflectivity, a replacement drum shall be furnished
When the Engineer determines that the drums are no longer required, they shall be removed from
the project and shall remain the property of the Contractor
1- 10.3(3)F Barrier Drums
Where shown on approved Traffic Control Plans and as ordered by the Engineer, barrier drums
shall be placed on temporary concrete barrier at the following approximate spacing
Concrete Barrier
Placement
Tangents % mile or less
Tangents greater than 11z mile
Tapers and Curves
Barrier Drum
Spacing in Feet
2 times posted speed limit
4 times posted speed limit
posted speed limit
Note 1 A minimum of 3 barrier drums shall be used
Note 2 A minimum of 5 barrier drums shall be used.
Temporary concrete barrier reflectors may be excluded when using barrier drums.
Both legs of the barrier drums shall be completely filled with sand. The top oval should not be
filled
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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2 Used barrier drums may be used, provided all barrier drums used on the project are of essentially
3 the same configuration.
4
5 Barrier drums shall be regularly maintained to ensure that they are clean and that the barrier drum
6 and reflective material are in good condition If the Engineer determines that a barrier drum has
7 been damaged beyond usefulness, or provides inadequate reflectivity. a replacement barrier drum
8 shall be furnished
9
10 When the Engineer determines that the drums are no longer required, they shall be removed from
11 the project and shall remain the property of the Contractor
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13 1- 10.3(3)G Traffic Cones
14 Where shown on an approved traffic control plan or where ordered by the Engineer, the
15 Contractor shall provide, Install and maintain traffic cones. Cones shall be kept in good repair and
16 shall be removed immediately when directed by the Engineer Where wind or moving traffic
17 frequently displace cones, an effective method of stabilizing cones, such as stacking two together
18 at each location, shall be employed
19
20 1- 10.3(3)H Tubular Markers
' 21 Where shown on an approved traffic control plan or where ordered by the Engineer, the
22 Contractor shall provide, install and maintain tubular markers. Tubular markers shall be kept in
23 good repair and shall be removed immediately when directed by the Engineer. Tubular markers
24 are secondary devices and are not to be used as substitutes for cones or other delineation
' 25 devices without an approved traffic control plan
26
27 Where the Traffic Control Plan shows pavement- mounted tubular markers, the adhesive used to
28 fasten the base to the pavement shall be suitable for the purpose, as approved by the Engineer
29 During the removal of pavement - mounted tubular markers, care shall be taken to avoid damage to
30 the existing pavement Any such damage shall be repaired by the Contractor at no cost to the
31 Contracting Agency.
32
33 1- 10.3(3)1 Warning Lights and Flashers
34 Where shown attached to traffic control devices on an approved traffic control plan or where
35 ordered by the Engineer, the Contractor shall provide and maintain flashing warning lights. Lights
36 attached to advance warning signs shall be Type B, high - intensity. Lights attached to traffic safety
37 drums, barricades or other signs shall be Type C, steady - burning low intensity or, where attention
38 is to be directed to a specific device, Type A. flashing low- intensity units,
39
40 1- 10.3(3)J Truck - Mounted Attenuator
41 Where shown on an approved traffic control plan or where ordered by the Engineer, the
42 Contractor shall provide, operate and maintain truck - mounted impact attenuators (TMA). These
43 attenuators shall be available, on -site, for the entire duration of their projected use.
44
45 The TMA shall be positioned to separate and protect construction workzone activities from nominal
46 traffic flow.
47
48 During use, the attenuator shall be in the full down - and - locked position. For stationary operations,
49 the truck's parking brake shall be set.
50
51 1 -10.4 Measurement
52
CITY of SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
is
1 1- 10.4(1) Lump Sum Bid for Project (No Unit Items)
2 When the bid proposal contains the item 'Project Temporary Traffic Control', there will be no
3 measurement of unit items for work defined by Section 1 -10 except as described in Section 1-
4 10.4(3). Also, except as described in Section 1 -10 4(3), all of Sections 1 -10 4(2) and 1- 10.5(2) is
5 deleted.
6
7 No specific unit of measurement will apply to the lump sum item of 'Project Temporary Traffic
8 Control
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10 1- 10.4(2) Item Bids with Lump Sum for Incidentals
11 When the bid proposal does not contain the item 'Project Temporary Traffic Control', Sections 1-
12 10.4(1) and 1 -10 5(1) are deleted and the bid proposal will contain some or all of the following
13 items, measured as noted
14
15 No specific unit of measurement will apply to the lump sum item of "Traffic Control Supervisor."
16
17 'Flaggers and Spotters' will be measured by the hour. Hours will be measured for each flagging
18 or spotting station, shown on an approved Traffic Control Plan, when that station is staffed in
19 accordance with Section 1- 10.3(1)A. When a flagging station is staffed on an intermittent basis,
20 no deduction will be made in measured hours provided that the person staffing the station is in a
21 standby mode and is not performing other duties
22
23 "Other Traffic Control Labor" will be measured by the hour. With the exception of patrolling and
24 maintaining, hours will be measured for each person engaged in any one of the following
25 activities
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27 0 Operating a pilot vehicle during one -way piloted traffic control.
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29 • Operating a traffic control vehicle or a chase vehicle during a rolling slowdown operation.
30
31 0 Operating a vehicle or placing /removing traffic control devices during the setup or
32 takedown of a lane closure. Performing preliminary work to prepare for placing and
33 removing these devices.
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35 0 Operating any of the moving traffic control equipment, or adjusting signing during a
36 mobile operation as described in Section 1- 10.3(2)D
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38 0 Patrolling and maintaining traffic control measures as described In Section 1- 10.3(2)E
39 The hours of one person will be measured for each patrol route necessary to accomplish
40 the review frequency required by the provision, regardless of the actual number of
41 persons per route.
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43 0 Placing and removing Class B construction signs. Performing preliminary work to
44 prepare for placing and removing these signs. '
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46 a Relocation of Portable Changeable Message Signs within the project limits.
47
48 a Installing and removing Barricades, Traffic Safety Drums, Bamer Drums, Cones, Tubular
49 Markers and Warning Lights and Flashers to carry out approved Traffic Control Plan(s).
50 Performing preliminary work to prepare for installing these devices
51
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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Time spent on activities other than those listed will not be measured under this item
'Construction Signs. Class A" will be measured by the square foot of panel area for each sign
designated on an approved Traffic Control Plan as Class A or for each construction sign installed
as ordered by the Engineer and designated as Class A at the time of the order. Class A signs may
be used in more than one location and will be measured for each new installation Class B
construction signs will not be measured. Sign posts or supports will not be measured
"Sequential Arrow Sign" will be measured by the hour for the time that each sign is operating as
shown on an approved Traffic Control Plan or as directed by the Engineer.
"Portable Changeable Message Sign" will be measured per each one time only for each portable
changeable message sign used on the project_ The final pay quantity shall be the maximum
number of such signs In place at any one time as approved by the Engineer
'Operation of Portable Changeable Message Sign' will be measured by the hour for each hour of
operation. The hours of operation will be determined by the Engineer Hours of operation in
excess of those determined by the Engineer will be at the Contractor's expense
'Truck Mounted Impact Attenuator' will be measured per each one time only for each truck with
mounted impact attenuator used on the project The final pay quantity shall be the maximum
number of truck- mounted impact attenuators in place at any one time.
'Operation of Truck Mounted Impact Attenuatorr will be measured by the hour for each truck
mounted attenuator manned and operated Manned and operated shall be when the truck -
mounted impact attenuator has an operator and is required to move, in operating position, with
the construction operation or when moving the TMA from one position to another on the project.
No specific unit of measurement will apply to the force account item of "Repair Truck - Mounted
Impact Attenuator"
No specific unit of measurement will apply to the lump sum item of `Other Temporary Traffic
Control ".
1- 10.4(3) Reinstating Unit Items with Lump Sum Traffic Control
The contract provisions may establish the project as lump sum, in accordance with Section 1-
10.4(1) and also include one or more of the items included above In Section 1- 10.4(2). When that
occurs, the corresponding measurement provision in Section 1- 10.4(2) Is not deleted and the
work under that item will be measured as specked
1- 10.4(4) Owner- Provided Resources
The contract provisions may call for specific items of labor, materials or equipment, noted in
Section 1 -10 as the responsibility of the Contractor, to be supplied by the Contracting Agency.
When this occurs, there will be no adjustment in measurement of unit quantities-
1-10.5 Payment
1- 10.5(1) Lump Sum Bid for Project (No Unit Items)
"Project Temporary Traffic Control ", lump sum
The lump sum contract payment shall be full compensation for all costs incurred by the Contractor
in performing the contract work defined in Section 1 -10, except for costs compensated by bid
proposal items inserted through contract provisions as described in Section 1 -10 4(3).
CITY Of SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
17
2 1- 10.5(2) Item Bids with Lump Sum for Incidentals
3 "Traffic Control Supervisor ", lump sum.
4 The lump sum contract payment shall be full compensation for all costs incurred by the Contractor
5 in performing the contract work defined in Section 1- 10.2(1)B.
6
7 `Flaggers and Spotters', per hour.
8 The unit contract price, when applied to the number of units measured for this item in accordance
9 with Section 1- 10.4(2), shall be full compensation for all costs incurred by the Contractor in
10 performing the contract work defined in Section 1- 10.3(1)A.
11
12 'Other Traffic Control Labor`, per hour.
13 The unit contract price, when applied to the number of units measured for this Item in accordance
14 with Section 1- 10.4(2), shall be full compensation for all labor costs incurred by the Contractor in
15 performing the contract work specifically mentioned for this item in Section 1- 10.4(2)_
16
17 "Construction Signs Class A', per square foot.
18 The unit contract price, when applied to the number of units measured for this item in accordance
19 with Section 1 -10 4(2), shall be full compensation for all costs of labor, materials and equipment
20 incurred by the Contractor in performing the contract work described in Section 1- 10.3(3)A. In the
21 event that "Do Not Pass' and "Pass With Care' signs must be left in place, a change order, as
22 described in Section 1 -04 4, will be required
23
24 "Sequential Arrow Sign', per hour
25 The unit contract price, when applied to the number of units measured for this item in accordance
26 with Section 1 -10 4(2), shall be full compensation for all costs of labor, materials and equipment
27 incurred by the Contractor in performing the contract work described in Section 1- 10.3(3)B
28
29 "Portable Changeable Message Sign', per each
30 The unit contract price, when applied to the number of units measured for this item in accordance
31 with Section 1 -10 4(2), shall be full compensation for all costs of labor. materials and equipment
32 incurred by the Contractor in procuring all portable changeable message signs required for the
33 project and for transporting these signs to and from the project.
34
35 "Operation of Portable Changeable Message Sign ", per hour
36 The unit contract price, when applied to the number of units measured for this item in accordance
37 with Section 1- 10.4(2), shall be full compensation for all costs of labor, materials and equipment
38 incurred by the Contractor in performing the contract work described in Section 1- 10.3(3)C except
39 for costs compensated separately under the items 'Other Traffic Control Labor' and 'Portable
40 Changeable Message Sign'.
41
42 "Truck Mounted Impact Attenuator", per each
43 The unit contract price, when applied to the number of units measured for this item in accordance
44 with Section 1- 10.4(2), shall be full compensation for all costs of labor. materials and equipment
45 incurred by the Contractor in performing the contract work described in Section 1- 10.3(3)J except
46 for costs compensated separately under the items "Operation of Truck- Mounted Impact
47 Attenuator" and `Repair Truck- Mounted Impact Attenuator
48
49 "Operation of Truck Mounted Impact Attenuator", per hour.
50 The unit contract price, when applied to the number of units measured for this item in accordance
51 with Section 1- 10.4(2), shall be full compensation for all costs of labor, materials and equipment
52 incurred by the Contractor in operating truck- mounted impact attenuators on the project.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
Is
25 Section 1 -04.2 (APWA Only) page 1 -125
26 The second paragraph is revised to read
27
28 Any inconsistency in the parts of the contract shall be resolved by following this order of
29 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth);
30
31 1. Addenda,
32 2_ Proposal Form,
33 3. Special Provisions,
34 4. Contract Plans,
35 5. Amendments to Division 1 -99 APWA Supplement
36 6. Division 1 -99 APWA Supplement
37 7. Amendments to the WSDOT /APWA Standard Specifications,
38 8. WSDOT /APWA Standard Specifications for Road, Bridge and Municipal
39 Construction
40 9. Contracting Agency's Standard Plans (if any)
41 10 WSDOT /APWA Standard Plans for Road, Bridge and Municipal Construction
42
43 Section 1 -07.18.4 (APWA Only) Page 1 -134 and 1 -135
44 This section is revised to read
45
46 When the Contractor delivers the executed contract for the work to the Contracting Agency it shall
47 be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance
48 meeting the requirements set forth above. The certificate must conform to the following
49 requirements:
50
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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1
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"Repair Truck - Mounted Impact Attenuator", by force account.
3
All costs of repairing or replacing truck - mounted Impact attenuators that are damaged by the
4
5
motoring public while in use as shown on an approved Traffic Control Plan will be paid for by force
account as specified in Section 1 -09 6. To provide a common proposal for all bidders, the
6
Contracting Agency has estimated the amount of force account for "Repair Truck- Mounted Impact
7
Attenuator" and has entered the amount in the Proposal to become a part of the total bid by the
8
Contractor Truck- mounted attenuators damaged due to the Contractor's operation or damaged in
9
any manner when not in use shall be repaired or replaced by the Contractor at no expense to the
10
Contracting Agency_
11
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'Other Temporary Traffic Contror, lump sum.
13
The lump sum contract payment shall be full compensation for all costs incurred by the Contractor
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in performing the contract work defined In Section 1 -10, and which costs are not compensated by
15
one of the above - listed items
16
17
1- 10.5(3) Reinstating Unit Items with Lump Sum Traffic Control
18
The contract provisions may establish the project as lump sum, in accordance with Section 1-
19
10.4(1) and also reinstate the measurement of one or more of the items described in Section 1-
20
10.4(2). When that occurs, the corresponding payment provision in Section 1- 10.5(2) is not
21
deleted and the work under that item will be paid as specified
22
23
SECTION 1 -99, APWA SUPPLEMENT
24
April 4, 2005
25 Section 1 -04.2 (APWA Only) page 1 -125
26 The second paragraph is revised to read
27
28 Any inconsistency in the parts of the contract shall be resolved by following this order of
29 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth);
30
31 1. Addenda,
32 2_ Proposal Form,
33 3. Special Provisions,
34 4. Contract Plans,
35 5. Amendments to Division 1 -99 APWA Supplement
36 6. Division 1 -99 APWA Supplement
37 7. Amendments to the WSDOT /APWA Standard Specifications,
38 8. WSDOT /APWA Standard Specifications for Road, Bridge and Municipal
39 Construction
40 9. Contracting Agency's Standard Plans (if any)
41 10 WSDOT /APWA Standard Plans for Road, Bridge and Municipal Construction
42
43 Section 1 -07.18.4 (APWA Only) Page 1 -134 and 1 -135
44 This section is revised to read
45
46 When the Contractor delivers the executed contract for the work to the Contracting Agency it shall
47 be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance
48 meeting the requirements set forth above. The certificate must conform to the following
49 requirements:
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An ACORD certificate Form 25 -S, showing the insuring company, policy effective dates, limits of
liability and the Schedule of Forms and Endorsements.
A copy of the endorsement naming Contracting Agency and any other entities required by the
Contract Provisions as Additional Insured(s), and stating that coverage is pnmary and
noncontributory, showing the policy number, and signed by an authorized representative of the
insurance company on Form CG2010 (ISO) or equivalent_
The certificate(s) shall not contain the following or similar wording regarding cancellation
notification to the Contracting Agency: "Failure to mad such notice shall impose no obligation or
liability of any kind upon the company."
Section 1 -10 Temporary Traffic Control (APWA Only) page 141
This section is revised to read
1- 10.1(2) Description (APWA only)
The third paragraph Is revised to read-
The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise
specified as being furnished by the Contracting Agency. The Contractor shall erect and
maintain all construction signs, warning signs, detour signs, and other traffic control devices
necessary to wam and protect the public at all times from injury or damage as a result of the
Contractor's operations which may occur on highways, roads, streets. sidewalks. or paths.
No work shall be done on or adjacent to any traveled way until all necessary signs and traffic
control devices are in place
SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
April 5, 2004
2 -02.3(3) Removal of Pavement, Sidewalks, and Curbs
The section title is revised to read.
2 -02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
The first sentence is revised to read:
In removing pavement, sidewalks, curbs, and gutters, the Contractor shall:
Item 3 is revised to read.
3 Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter that is to
remain and the portion to be removed.
2 -02.5 Payment
The second paragraph is revised to read
If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal will be paid
for as part of the quantity removed in excavation.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT
2 January 5, 2004
3 2 -03.3(14)D Compaction and Moisture Control Tests
4 This section is revised to read:
5
6 Maximum density and optimum moisture content shall be determined by one of the following
7 methods:
8
9 1. materials with less than 30 percent by weight retained on the U-S. No. 4 sieve shall be
10 determined using FOP for AASHTO T 99 Method A
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12 2. materials with 30 percent or more by weight retained on the U S No. 4 sieve and less
13 than 30 percent retained on the 3/4 inch sieve shall be determined by WSDOT Test
14 Method No 606 or FOP for AASHTO T 180 Method D. The determination of which test
15 procedure to use will be made solely by the Contracting Agency.
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17 3. materials with 30 percent or more retained on the 3/4 inch sieve shall be determined by
18 WSDOT Test Method No. 606
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20 In place density will be determined using Test Methods WSDOT FOP for AASHTO T 310 and
21 WSDOT SOP for T 615.
22
23 SECTION 2 -09, STRUCTURE EXCAVATION
24 April 5, 2004
25 2 -09.4 Measurement
26 In the third paragraph, the width for pipes 18 inches and over is revised to (1.5 x I.D.) + 18 inches
27
26 SECTION 2 -10, DITCH EXCAVATION
29 April 5, 2004
30 2 -10.1 Description
31 The second paragraph is supplemented with the following
32
33 Ditches 8 or more feet wide at the bottom shall be constructed in accordance with the
34 requirements of Section 2- 03.3(14)M.
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36 SECTION 4 -04, BALLAST AND CRUSHED SURFACING
37 January 5, 2004
38 4- 04.3(5) Shaping and Compaction
39 In the first paragraph, the first sentence is revised to read:
40
41 Immediately following spreading and final shaping, each layer of surfacing shall be compacted to
42 at least 95 percent of the standard density determined by the requirements of Section 2- 03.3(14)D
43 before the next succeeding layer of surfacing or pavement Is placed.
44
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MONTGOMERY AVENUE REHABILITATION PROJECT
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1 SECTION 5 -01, CEMENT CONCRETE PAVEMENT REHABILITATION
2 August 2, 2004
3 5 -01.3(6) Dowel Bar Retrofit
4 The sixth paragraph is revised to read
5
6 All slot surfaces shall be cleaned to bare concrete by sand blasting or pressure washing The
7 cleaning shall remove all slurry, parting compound, and other foreign materials prior to installation
8 of the dowel. If a pressure washer Is used to clean the slots the pressure at the nozzle shall not
9 exceed 4000 psi_ Any damage to the concrete shall be repaired by the Contractor at no cost to
10 the Contracting Agency. All washwater shall be cleaned from the slots prior to placement Of any
11 slot patching material Traffic shall not be allowed on slots where concrete has been removed.
12
13 5 -01.5 Payment
14 The paragraph following " "Sealing Transverse and Longitudinal Joints ", per linear foot" is revised to
15 read
16
17 The unit contract price per linear foot for "Sealing Transverse and Longitudinal Joints ", shall be full
18 payment for all costs to complete the work as specified, including removing incompressible
19 material, preparing and sealing existing transverse and longitudinal joints where existing
20 transverse and longitudinal joints are cleaned and for all incidentals required to complete the work
21 as specified
22
23 SECTION 5-04, HOT MIX ASPHALT
24 April 4, 2005
25 5- 04.3(7)A Mix Design
26 The first paragraph "1 General', is revised to read:
27
28 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate
29 structure and asphalt binder content in accordance with WSDOT Standard Operating
30 Procedure 732. Once the design aggregate structure and asphalt binder content have been
31 determined, the Contractor shall provide test data demonstrating that the design meets the
32 requirements of Sections 9- 03.8(2) and 9- 03.8(6) on WSDOT HMA Mix Design Submittal
33 form 350 -042 In no case shall the paving begin before the determination of anti -strip
34 requirements has been made.
35
36 5 -04.3(8)A Acceptance Sampling and Testing - HMA Mixture
37 In Item 2 (Aggregates) the second sentence is revised to read
38
39 The acceptance cntena for aggregate properties of sand equivalent, fine aggregate angularity and
40 fracture will be their conformance to the requirements of Section 9-03.8(2)
41
42 In item 3, C. (Test Results), the second and third paragraphs are revised to read-
43
44 Sublot sample test results (gradation and asphalt binder content) may be challenged by the
45 Contractor For HMA mixture accepted by statistical evaluation with a mix design that did not
46 meet the venfication tolerances, the test results in the test section including the percent air voids
47 (Va) may be challenged. To challenge test results, the Contractor shall submit a written challenge
48 within five working days after receipt of the specific test results. A split of the onginal acceptance
49 sample will be sent for testing to either the Region Materials Lab or the State Materials Lab as
50 determined by the Project Engineer. The split of the sample with challenged results will not be
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tested with the same equipment or by the same tester that ran the onglnal acceptance test The
challenge sample will be tested for a complete gradation analysis and for asphalt binder content.
The results of the challenge sample will be compared to the original results of the acceptance
sample test and evaluated according to the following criteria
Deviation
U S No. 4 sieve and larger
U.S. No 8 sieve
U.S. No. 200 sieve
Asphalt binder %
Va %
Item 3, D. (Test Methods) is revised to read
Percent passing t4.0
Percent passing t2 0
Percent passing t0.4
Percent binder content t0.3
Percent Va t0.7
D. Test Methods
Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be by
WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder
content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will
be by WAOTC FOP for AASHTO T 271T 11.
In item 3,E (Test Section - HMA Mixture) the first sentence in the third paragraph is revised to read:
For a test section to be acceptable, with or without a verified mix design, the pay factor (PFi) for
each of gradation, asphalt binder, VMA, VFA and Va shall be 0.95 or greater, and the remaining
test requirements in Section 9- 03.8(2) (dust/asphalt ratio, sand equivalent. fine aggregate
angularity and fracture) shall conform to the requirements of that Section.
5 -04.3(13) Surface Smoothness
In the first paragraph, the second sentence is revised to read:
The completed surface of the wearing course shall not vary more than 1/8 inch from the lower
edge of a 10 -foot straightedge placed on the surface parallel to the centerline.
5 -04.4 Measurement
The first sentence is revised to read
HMA CL. — PG —, HMA for _ CL. _ PG _, and Commercial HMA will be measured by
the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt
binder, blending sand, mineral filler. or any other component of the mixture.
SECTION 6 -02, CONCRETE STRUCTURES
April 4, 2005
44 6 -02.2 Materials
45 This section is supplemented with the following:
46
47 Microsilica Fume 9 -23.11
48
49 6 -02.3(2) Proportioning Materials
50 This section is revised to read:
51
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MONTGOMERY AVENUE REHABILITATION PROJECT
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1 The total water soluble Chlonde ion (CI -) content of the mixed concrete shall not exceed 0.06
2 percent by weight of cementitious material for prestressed concrete nor 0.10 percent by weight of
3 cementitious material for reinforced concrete An initial evaluation may be obtained by testing
4 individual concrete ingredients for total chloride ion content per AASHTO T 260 and totaling these
5 to detem)ine the total water soluble Chlonde ion (CI -) or the total water soluble Chloride ion (CI -)
6 in accordance with ASTM C 121 B.
7
8 Unless otherwise specified, the Contractor shall use Type I or 11 Portland cement in all concrete as
9 defined In Section 9- 01.2(1).
10
11 The use of fly ash is required for Class 4000D and 4000P concrete The use of fly ash and
12 ground granulated blast fumace stag is optional for all other classes of concrete
13
14 Fly ash, If used, shall not exceed 35 percent by weight of the total cementitious matenal and shall
15 conform to Section 9 -23 9 Ground granulated blast furnace stag, if used, shall not exceed 25
16 percent by weight of the total cementitious material and shall conform to Section 9- 23.10. When
17 both ground granulated blast fumace slag and fly ash are included in the concrete mix, the total
18 weight of both these materials is limited to 35 percent by weight of the total cementitious material.
19
20 The water /cement ratio shall be calculated on the total weight of cementitious material. The
21 following are considered cementitious materials: Portland cement, fly ash, ground granulated
22 blast fumace slag and microsilica.
23
24 As an altemative to the use of fly ash, ground granulated blast furnace slag and cement as
25 separate components, a blended hydraulic cement that meets the requirements of Section 9-
26 01.2(4) Blended Hydraulic Cements may be used
27
28 6 -02.3(2)A Contractor Mix Design
29 The seventh paragraph is revised to read:
30
31 A high -range water reducer (superplasticizer) may be used In all mix designs. Microsilica fume
32 may be used in all mix designs. The use of a high -range water reducer or microsilica fume shall
33 be submitted as a part of the Contractor's concrete mix design.
34
35 6 -02.3(4) Ready -Mix Concrete
36 This section is revised to read
37
38 All concrete, except commercial concrete and lean concrete shall be batched In a prequalified
39 manual, semi - automatic, or automatic plant as described in Section 6- 02.3(4)A. The Engineer is
40 not responsible for any delays to the Contractor due to problems in getting the plant certified
41
42 6 -02.3(4)A Qualification of Concrete Suppliers
43 The first paragraph is revised to read
44
45 Prequatification may be obtained through an inspection conducted by the Plant Manager, defined
46 as the person directly responsible for the daily plant operation, using the NRMCA or WSDOT
47 checklist, through certification by NRMCA, or by an independent evaluation certified by a
48 professional engineer using NRMCA or Contracting Agency guidelines. Information concerning
49 NRMCA certification may be obtained from the National Ready Mix Concrete Association at 900
50 Spring Street, Silver Springs, MD 20910. The Contracting Agency and the NRMCA certification
51 have similar requirements for plant and delivery equipment. Whereas Plant Manager certification
CITY Or SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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n
[I
1 shall be done prior to the start of a project and every six months throughout the life of the project,
2 the NRMCA certification shall be good for a two year penod
3
4 If prequalification is done by the Plant Manager the following shall be performed.
5
6 1 The checklist cover page shall be signed by the Plant Manager and notarized.
7
8 2. The signed and notanzed cover page shall be submitted to the Project Engineer with the
9 concrete mix design (WSDOT Form 350 -040), water meter verification, truck list, and
10 admixture dispensing certification.
11
12 3. The checklists shall be maintained by the Plant Manager and are subject to review at
13 any time by the Contracting Agency.
14
15 4. The water meter shall be verified every six months
16
17 In the first sentence of the eighth paragraph, "Engineer" is revised to "Plant Manager"
18
19 6 -02.3(5)A General
20 In the fourth paragraph, item 2 is revised to read
21
22 2. An individual strength test averaged with the two preceding individual strength tests meets or
23 exceeds specified strength (for the same class and exact mix I.D of concrete on the same
24 contract).
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26 6 -02.3(5)C Conformance to Mix Design
27 This section is revised to read.
28
29 Cement. coarse and fine aggregate weights shall be within the following tolerances of the mix
30 design
31
32 Batch Volumes less than or equal to 4 cubic yards
33 Cement +5% -1%
34 Aggregate +10% -2%
35
36 Batch Volumes more than 4 cubic yards
37 Cement +5% -1%
38 Aggregate +2% -2%
39
40 if the total cementitious material weight is made up of different components, these component
41 weights shall be within the following tolerances:
42
43 1. Portland cement weight plus 5% or minus 1 percent of that specified in the mix
44 design.
45 2 Fly ash weight plus or minus 5 percent of that specified in the mix design.
46 3. Microsilica weight plus or minus 10 percent of that specified in the mix design
47
48 Water shall not exceed the maximum water specified in the mix design.
49
50 6 -02.3(6)A Weather and Temperature Limits to Protect Concrete
51 The section "Cold Weather Protection" is revised to read:
CITY OF SPOKANE VALLEY
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2 The Contractor is solely responsible for protecting concrete from Inclement weather during the
3 entire curing period The Contractor shall provide a written procedure for cold weather concreting
4 to the Engineer for review and approval. The procedure shall detail haw the Contractor will
5 prevent the concrete temperature from falling below 50° F. Extra protection shall be provided for
6 areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin
7 sections, and concrete placed into steel forms). Permission given by the Engineer to place
8 concrete during cold weather will in no way ensure acceptance of the work by the Contracting
9 Agency Should the concrete placed under such conditions prove unsatisfactory in any way, the
10 Engineer shall still have the right to reject the work although the plan and the work were carried
11 out with the Engineer's permission.
12
13 If weather forecasts predict air temperatures below 35° F during the seven days just after the
14 concrete placement, the Contractor may place the concrete only if his approved cold weather
15 concreting plan is implemented.
16
17 The Contractor shall provide and maintain a maturity meter in the concrete at a location specified
18 by the Engineer for each concrete placement. During curing, data from the maturity meter shall
19 be readily available to the Engineer. The Contractor shall record and provide time and
20 temperature data on hourly intervals
21
22 The Contractor shall not mix nor place concrete while the air temperature is below 35° F. unless
23 the water or aggregates (or both) are heated to at least 70° F The aggregate shall not exceed
24 150° F If the water is heated to more than 150° F, it shall be mixed with the aggregates before the
25 cement is added. Any equipment and methods shall heat the materials evenly. Concrete placed
26 in shafts and piles is exempt from such preheating requirements.
27
28 The Contractor may warm stockpiled aggregates with dry heat or steam, but not by applying flame
29 directly or under sheet metal. If the aggregates are in bins, steam or water coils or other heating
30 methods may be used if aggregate quality is not affected. Live steam heating is not permitted on
31 or through aggregates in bins If using dry heat, the Contractor shall increase mixing time enough
32 to permit the super -dry aggregates to absorb moisture.
33
34 Any concrete placed in air temperatures below 35° F shall be immediately protected. In addition
35 to the monitoring of the concrete temperature with a maturity meter the Contractor shall provide
36 recording thermometers or other approved devices to monitor the surface temperature of the
37 concrete. The concrete surface temperature shall be maintained at or above 50° F and the
38 relative humidity shall be maintained above 80 percent. These conditions shall be maintained for
39 a minimum of seven days or for the cure period required by Section 6- 02.3(11), whichever is
40 longer. If artificial heat is used to maintain the temperature inside an enclosure, moisture shall be
41 added to the enclosure to maintain the humidity as stated above. The Contractor shall stop
42 adding moisture 24 hours before removing the heat.
43
44 If at any period during curing the concrete temperature falls below 50° F on the maturity meter or
45 recording thermometer, no curing time is awarded for that day and the required curing time will be
46 extended day for day where the temperature falls below 50° F. Should the Contractor fail to
47 adequately protect the concrete and the temperature of the concrete falls below 35° F during curing.
48 the Engineer may reject R.
49
50 6 -02.3(11) Curing Concrete
51 In the first paragraph, Rem 3 is supplemented with the following:
52
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When continuous moisture or wet curing is required, the Contractor shall keep the concrete
surfaces wet with water during curing_
In the second paragraph. the first sentence is revised to read
The Contractor may provide continuous moisture by watering a covering of heavy quilted
blankets, by keeping concrete surfaces wet with water continuously and covering with a white
reflective type sheeting, or by wetting the outside surfaces of wood forms
6 -02.3(17)K Concrete Forms on Steel Spans
The following new paragraph is inserted between the second and third paragraphs
The compression member or bottom connection of cantilever formwork support brackets shall
bear either within six inches maximum vertically of the bottom flange or within six inches
maximum horizontally of a vertical web stiffener. The Contractor shall also furnish and install
temporary struts and ties to prevent rotation of the steel girder. Partial depth cantilever formwork
support brackets that do not conform to the above requirements shall not be used, unless the
Contractor submits details showing the additional formwork struts and ties used to brace the steel
girder against web distortion caused by the partial depth bracket, and receives the Engineer's
approval of the submittal
6 -02.3(17)0 Early Concrete Test Cylinder Breaks
The third sentence in the first paragraph is revised to read
The Contractor shall retain a testing laboratory to perform this work
The first paragraph is supplemented with the following
Testing laboratories' equipment shall be calibrated within one year prior to testing and testers
must be ACI certified.
The first sentence in the fifth paragraph is revised to read:
The Contractor shall fumish the Engineer with all test results, proof of equipment calibration, and
tester's certification
The sixth paragraph is deleted
6- 02.3(19)A Elastomeric Bearing Pads
This section including title is revised to read.
6 -02.3(19)A Vacant
6 -02.3(19)B Bridge Bearing Assemblies
Item 4 is deleted
6 -02.3(20) Grout for Anchor Bolts and Bridge Bearings
The eighth paragraph is supplemented with the following.
The grout pad may be loaded when a minimum of 4000 psi compressive strength is attained.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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1 6 -02.3(21) Drainage of Box Girder Cells
2 This section is supplemented with the following
3
4 All drainage holes shall be screened in accordance with the Plan details
5
6 6 -02.3(22) Drainage of Substructure
7 The second sentence in the first paragraph is supplemented with the following
8
9 Weep holes shall be covered with geotextile meeting the requirements of Section 9 -33 2, Table 2
10 Class C before backfilling. Geotextile screening shall be bonded to the concrete with an approved
11 adhesive.
12
13 6 -02.3(24)C Placing and Fastening
14 The fifteenth paragraph beginning with "Reinforcing steel bars shall not vary.. " is supplemented with
15 the following
16
17 Drilled Shafts top of rebar cage elevation +6 in. / -3 in.
18
19 6 -02.3(24)E Welding Reinforcing Steel
20 The ninth paragraph is revised to read
21
22 The minimum preheat and interpass temperature for welding Grade 60 reinforcing bars shall be in
23 accordance with AWS D1.4 Table 5.2 and mill certification of carbon equivalence, per lot of
24 reinforcing. Preheating shall be applied to the reinforcing bars and other splice members within 6
25 inches of the weld, unless limited by the available lengths of the bars or splice member
26
27 The twelfth paragraph Is revised to read:
28
29 Under supervision of the State Materials and Fabrication Inspector, the welder shall weld three
30 test joints of the largest size reinforcing bar to be weld spliced, per type of joint shown in the
31 Plans. Two of the test welds shall be test loaded to no less than 125 percent of the minimum
32 specified yield strength of the bar. The remaining test weld shall be mechanically cut
33 perpendicular to the direction of the welding and macroetched. The macroetch specimen for Flare
34 V groove welds will be inspected for the weld size and effective throat as shown in the Plans.
35 Indirect butt splices shall be cut mechanically at two locations to provide a transverse cross -
36 section of each of the bars spliced In the test assembly The sections shall show the full cross -
37 section of the weldment, the root of the weld, and any reinforcement. The etched cross - section
38 shall have complete penetration and complete fusion with the base metal and between
39 successive passes in the weld. Groove welds of direct butt splices and flare- groove welds shall
40 not have reinforcement exceeding 1/8 inch In height measured from the main body of the bar and
41 shall have a gradual transition to the base metal surface. No cracks will be allowed in either the
42 weld metal or heat - affected zone. All craters shall be filled to the full cross - section of the weld
43 Weld metal shall be free from overlay. Undercutting deeper than 1132 Inch will not be allowed
44 except at points where welds intersect the raised pattern of deformations where undercutting less
45 than 1/16 inch deep will be acceptable. The sum of diameters of piping porosity in groove welds
46 shall not exceed 1/8 inch in any linear Inch of weld or exceed 9/16 inch in any 6 -inch length of
47 weld Corrections to welds with shielded metal arc, gas metal arc, or flux -cored arc welding
48 processes shall be made in accordance with Engineer's approval
49
50 6 -02.3(25) Prestressed Concrete Girders
51 The fourth paragraph is replaced with the following:
52
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The various types of girders are
Prestressed Concrete Girder - Refers to prestressed concrete girders of all types, including
prestressed concrete I girders, prestressed concrete wide flange I girders, bulb tee girders,
deck bulb tee girders, thin flange deck bulb tee girders, precast prestressed concrete
members spliced prestressed concrete girders, and prestressed concrete tub girders
Prestressed Concrete I Girder - Refers to a prestressed concrete girder with a flanged I
shaped cross section, requiring a cast -in -place concrete deck to support traffic loads
WSDOT standard girders in this category include Series W42Q W50CA W58G, and W74G
Prestressed Concrete Wide Flange I Girder - Refers to a prestressed concrete girder with
an I shaped cross section with +nude top and bottom flanges, requiring a cast -in -place
concrete deck to support traffic loads. WSDOT standard girders in this category include
Series WF42G, WF50G, WF58G, WF74G, W83G, and W95G
Bulb Tee Girder - Refers to a prestressed concrete girder, with a wide top flange requiring a
cast -in -place concrete deck to support traffic loads WSDOT standard girders in this category
include Series W32BTG, W388TG, W50BTQ and W62BTG
Deck Bulb Tee Girder - Refers to a bulb tee girder with a top flange designed to support
traffic loads, and designed to be mechanically connected at the flange edges to adjacent
girders at the fob site. Except where specific requirements are otherwise speed for these
girders, deck bulb tee girders shall conform to all requirements specified for bulb tee girders
WSDOT standard girders in this category include Series W35DG W41 DG, W53DG, and
W65DG
Thin Flange Deck Bulb Tee Girder - Refers to a bulb tee girder with a top flange width
equal to the girder spacing and requiring a cast -in -place concrete deck to support traffic
loads Except where specific requirements are otherwise specified for these girders, thin
flange deck bulb tee girders shall conform to all requirements specified for bulb tee girders
WSDOT standard girders in this category include Series W32TFG W38TFQ WSOTFG,
W62TFG, and W74TFG
Precast Prestressed Member (PCPS Member) - Refers to a precast prestressed slab,
precast prestressed ribbed section, or a deck double tee girder. PCPS members are
designed to be mechanically connected at the flange or member edges to adjacent PCPS
member at the job site Except where specific requirements are otherwise specified for
these girders, PCPS members shall conform to all requirements specified for deck bulb tee
girders.
Double Tee Girder - Refers to a hybrid PCPS member that is similar to a deck double tee
girder, except that the top surface is a thin top flange requiring a cast-in -place concrete deck
to support traffic loads. Double tee girders shall conform to all requirements specified for
bulb tee girders and PCPS members.
Spliced Prestressed Concrete Girder - Refers to prestressed concrete girders initially
fabricated in segments to be longitudinally spliced together with cast -in -place concrete
closures at the job site. Except where specific requirements are otherwise specified for these
girders, spliced prestressed concrete girders shall conform to all requirements specified for
prestressed concrete girders. Anchorages shall conform to Sections 6- 02.3(26)B. 6-
02.3(26)C, and 6- 02.3(26)D. Ducts shall conform to the Section 6- 02.3(26)E requirements
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1 for internal embedded installation, and shall be round, unless the Engineer approves use of
2 elliptical shaped ducts Duct -wedge plate transitions shall conform to Section 6 -02.3(26)E.
3 Prestressing reinforcement shall conform to Section 6-02.3(26)F. WSDOT standard girders
4 in this category include Series WF74PTG, W83PTG, and W95PTG.
5
6 Prestressed Concrete Tub Girder — Refers to prestressed concrete trapezoidal box or
7 bathtub girders including those fabricated in segments to be spliced together with cast -in-
8 place concrete closures at the job site. Except where specific requirements are otherwise
9 specified for these girders, prestressed concrete tub girders shall conform to all requirements
10 specified for prestressed concrete girders and spliced prestressed concrete girders. WSDOT
11 standard girders in this category include Series U "G' or Series UF"G', where U specifies
12 webs without flanges. OF specifies webs with flanges, '' specifies the girder height in inches.
13 and ' specifies the bottom flange width in feet.
14
15 6 -02.3(25)A Shop Plans
16 The second, third and fourth paragraphs are revised to read.
17
18 Shop plans shall show the size and location of all cast -in holes for installation of deck formwork
19 hangers and/or temporary bracing. Holes for formwork hangers shall match approved deck
20 formwork plans designed in accordance with Section 6 -02.3(16). There shall be no field - drilled
21 holes in prestressed concrete girders. Past- tensioning ducts in spliced prestressed concrete
22 girders shall be located so their center of gravity is in accordance with the Plans
23
24 The Contractor shall have the option to furnish Senes W74G prestressed concrete girders wrth
25 minor dimensional differences from those shown in the Plans. The 2 5/8 -inch top flange taper
26 may be reduced to 1 5/8 inches and the bottom flange width may be increased to 2 feet 2 inches
27 Other dimensions of the girder shall be adjusted as necessary to accommodate the above
28 mentioned changes. Reinforcing steel shall be adjusted as necessary The overall height and top
29 flange width shall remain unchanged
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31 If the Contractor elects to provide a prestressed concrete girder with an increased web thickness,
32 shop plans along with supporting design calculations shall be submitted to the Engineer for
33 approval prior to girder fabrication. The girder shall be designed for at least the same load
34 carrying capacity as the girder shown in the Plans. The load carrying capacity of the mild steel
35 reinforcement shall be the same as that shown in the Plans.
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37 The sixth paragraph is revised to read
38
39 The Contractor shall provide five copies of the shop plans to the Engineer for approval, except as
40 otherwise noted Shop drawings for spliced prestressed concrete girders shall conform to Section
41 6- 02.3(26)A, and seven copies of the shop drawings shall be submitted to the Engineer for
42 approval. The shop drawings for spliced prestressed concrete girders shall include all details
43 related to the post- tensioning operations in the field, including details of hardware required,
44 tendon geometry, blockout details. and details of additional or modified steel reinforcing bars
45 required in cast -in -place closures_ Approval of shop plans means only that the Engineer accepts
46 the methods and materials Approval does not imply correct dimensions.
47
48 6 -02.3(25)B Casting
49 The first paragraph is revised to read
50
51 Before casting girder, the Contractor shall have possession of an approved set of shop drawings.
52 Side forms shall be steel except that cast -in -place concrete closure forms for spliced prestressed
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concrete girders, Interor forms of prestressed concrete tub girders. and end bulkhead forms of
prestressed concrete girders may be plywood Interior voids for precast prestressed slabs with
voids shall be formed by either wax soaked cardboard or expanded polystyrene forms_ The
Interior void forms shall be secured in the position as shown in the Plans and shall remain in
place
The fourth paragraph Is revised to read
Air- entrainment is not required in the concrete placed into prestressed precast concrete girders,
including cast -in -place concrete closures for spliced prestressed concrete girders, unless
otherwise noted The Contractor shall use air - entrained concrete in the top two inches, minimum,
of the roadway deck flange of deck bulb -tee girders, deck double tee girders, and precast
prestressed ribbed sections. All concrete for precast prestressed slabs shall be air entrained,
except for slabs where the Engineer approves use of air - entrained concrete in the top two inches,
only. Maximum and minimum air content shall be as specified In Section 6- 02.3(2)A.
The sixth paragraph is revised to read:
The Contractor may form circular block -outs in the girder top flanges to receive falsework hanger
rods. These block -outs shall:
Not exceed 1 inch In diameter.
2 Be spaced no more than 72 inches apart longitudinally on the girder,
3 Be located 3 inches or more from the outside edge of the top flange on Series W42G,
W50G. and W58G girders, 6 inches or more for Senes W74G girders, and 7 Inches or
more for Series WF42Q WF50G, WF58Q WF74Q WF74PTQ W83G W83PTG. W95G,
W95PTG, W328TG, W38BTG, W50BTG, W62BTG girders and other bulb tee girders.
6 -02.3(25)C Prestressing
The sixth paragraph is revised to read:
Post - tensioning of spliced prestressed concrete girders shall conform to Section 6- 02.3(26)G, and
the following requirements
Before tensioning, the Contractor shall remove all side forms from the cast -in -place
concrete closures. From this point until 48 hours after grouting the tendons, the
Contractor shall keep all construction and other live toads off the superstructure and shall
keep the falsework supporting the superstructure in place
2. Once the post - tensioning steel Is Installed, no welds or welding grounds shall be
attached to metal forms, structural steel, or steel reinforcing bars of the structural
member.
3. The Contractor shall not tension the post - tensioning reinforcement until the concrete in
the cast -in -place closures reaches the minimum compressive strength specified in the
Plans (or 5,000 psi if the concrete strength is not specified in the Plans). This strength
shall be measured with concrete cylinders made of the same concrete and cured under
the same conditions as the cast -in -place closures.
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4 All post- tensioning shall be completed before placing the sidewalks and barriers on the
superstructure.
6 -02.3(25)D Curing
The fourth paragraph is revised to read
Curing of cast -in -place concrete closures for spliced prestressed concrete girders shall conform to
Section 6 -02.3(11)
6 -02.3(25)E Contractors Control Strength
The sixth through eleventh paragraphs are revised to read.
For precast prestressed members, a test shall consist of four cores measuring 3 inches in
diameter by 6 Inches in height (for slabs) and by the thickness of the web (for ribbed sections).
Two cores shall be taken from each side of the member and on each side of the member's span
midpoint, at locations approved by the Engineer The core locations for precast prestressed slabs
shall be near mid -depth of the slab, within the middle third of the span length, and shall avoid all
prestressing strands and steel reinforcing bars The core locations for precast prestressed ribbed
sections shall be immediately beneath the top flange, within the middle third of the span length,
and shall avoid all prestressing strands and steel reinforcing bars.
For prestressed concrete tub girders, a test shall consist of four cores measuring 3 inches in
diameter by the thickness of the web, taken from each web approximately three feet to the left and
to the right of the center of the girder span The cores shall avoid all prestressing strands and
steel reinforang bars.
For all other prestressed concrete girders, a test shall consist of three cores measuring 3 inches
in diameter by the thickness of the web and shall be removed from just below the top flange, one
at the midpoint of the girder's length and the other two approximately 3 feet to the left and
approximately 3 feet to the right
The cores shall be taken in accordance with AASHTO T 24 and shall be tested in accordance with
WSDOT FOP for AASHTO T 22. The Engineer may accept the girder if the average compressive
strength of the four cores from the precast prestressed member, or prestressed concrete tub
girder, or of the three cores from any other prestressed concrete girder, Is at least 85 percent of
the specified compressive strength with no one core less than75 percent of specified compressive
strength.
If the girder is cored to determine the release strength, the required patching and curing of the
patch shall be done prior to shipment. If there are more than three holes or if they are not in a
neutral location, the prestress steel shall not be released until the holes are patched and the patch
material has attained a minimum compressive strength equal to the required release compressive
strength or 4.000 psi, whichever is larger.
The Contractor shall coat cored holes with an epoxy bonding agent and patch the holes using the
same type concrete as that in the girder, or a mix approved during the annual plant review and
approval, The epoxy bonding agent shall meet the requirements of Section 9 -26 1 for Type II,
Grade 2 epoxy. The girder shall not be shipped until tests show the patch material has attained a
minimum compressive strength of 4,000 psi.
6 -02.3(25)F Prestress Release
The third paragraph is revised to read
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The Contractor may request permission to release the prestressing reinforcement at a minimum
concrete compressive strength less than specified in the Plans This request shall be submitted to
the Engineer for approval In accordance with Section 6 -01.9 and shall be accompanied with
calculations showing the adequacy of the proposed release concrete compressive strength. The
release strength shall not be less than 3.500 psi, except that the release strength for spliced
prestressed concrete girders shall not be less than 4,000 psi The calculated release strength
shall meet the requirements outlined in the Washington State Department of Transportation Bridge
Design Manual for tension and compression at release The proposed minimum concrete
compressive strength at release will be evaluated by the Contracting Agency. Fabrication of
girders using the revised release strength shall not begin until the Contracting Agency has
provided written approval of the revised release compressive strength. If a reduction of the
minimum concrete compressive strength at release is allowed, the Contractor shall bear any
added cost that results from the change
6 -02.3(25)G Protection of Exposed Reinforcement
The second paragraph is revised to read:
Grouting of post- tensioning ducts for spliced prestressed concrete girders shall conform to Section
6 -02.3(26)H_
6 -02.3(25)H Finishing
The fourth paragraph is revised to read
On the deck bulb tee girder section and all precast prestressed members; the Contractor shall test
the roadway deck surface portion for flatness. This test shall occur after floating but while the
concrete remains plastic_ Testing shall be done with a 10 -foot straightedge parallel to the girder
centerline and with a flange width straightedge at right angles to the girder centerline, The
Contractor shall fill depressions, cut down high spots, and refinish to correct any deviation of more
than 114 inch within the straightedge length. This section of the roadway surface shall be finished
to meet the requirements for finishing roadway slabs. as defined in Section 6- 02.3(10) except that,
if approved by the Engineer, a coarse stiff broom may be used to provide the finish in lieu of a
metal tined comb
6 -02.3(25)1 Tolerances
The title, first paragraph, and items 7, 10, and 21 following the first paragraph are revised to read.
6 -02.3(25)1 Fabrication Tolerances
The girders shall be fabricated as shown In the Plans and shall meet the dimensional tolerances
listed below. Construction tolerances of cast -in -place closures for spliced prestressed concrete
girders shall conform to the tolerances specified for spliced prestressed concrete girders. Actual
acceptance or rejection will depend on how the Engineer believes a defect outside these
tolerances will affect the structure's strength or appearance:
7. Flange Depth:
For I and Wide Flange I girders
For bulb tee and deck bulb tee girders:
For PCPS members
10. Longitudinal Position of the Harping Point
Single harping point
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t 1/4 inch
+ 1/4 inch, - 1/8 inch
+ 1/4 inch, - 1/8 inch
18 inches
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Multiple bundled strand groups
First bundled strand group t 6 inches
Second bundled strand group f 18 inches
Third bundled strand group t Winches
21. Differential Camber Between Girders in a Span (measured in place at the job site)
For I, Wide Flange I, bulb tee, and
spliced prestressed concrete girders:
For deck bulb tee girders:
For PCPS members.
For prestressed
concrete tub girders,
6 -02.3(25)J Horizontal Alignment
The fourth paragraph is revised to read:
118 inch per 10 feet of beam
length
Cambers shall be equalized by
an approved method when the
differences in cambers between
adjacent girders or stages
measured at mid -span exceeds
1/4 inch.
± 1/4 inch per ten feet of member
length measured at midspan, but
not greater than ± 1/2 inch total.
1/4 inch per ten feet of member
length measured at midspan, but
not greater than 112 inch total.
The maximum deviation of the side of the precast prestressed slab, or the edge of the roadway
deck slab of the deck double tee girder or the precast prestressed ribbed section, measured from
a chord that extends end to end of the member, shall be 1 1/8 inch per 10 feet of member length,
but not greater than V2 inch total.
6 -02.3(25)L Handling and Storage
The first and second paragraphs are revised to read
During handling and storage, each girder shall always be kept plumb and upright, and each
precast prestressed member and prestressed concrete tub girder shall always be kept in the
horizontal position as shown in the Plans. It shall be lifted only by the lifting devices (strand lift
loops or high - strength threaded steel bars) at either end. For strand lift loops, a minimum 2 inch
diameter straight pin of a shackle shall be used through the loops For high - strength threaded
steel bars, the lifting hardware that connects to the bars shall be designed, detailed, and furnished
by the Contractor. Series W42G, WF42Q W50G, WF50G, W58G, and WF58G girders, and Series
W32BTQ W38BTG� W50BTG, W62BTG, and W74G girders up to 145 feet in length, can be
picked up at a minimum angle of 60 degrees from the top of the girder. All other prestressed
girders shall be picked up within 10 degrees of perpendicular to the top of the girder.
For some girders, straight temporary top flange strands may be specified in the Plans.
Pretensioned top temporary strands for full length prestressed concrete girders shall be unbonded
over all but the end 10 feet of the girder length. As an alternative for full length prestressed
concrete girders, temporary top strands may be post- tensioned prior to shipment When
temporary top strands are specified for spliced prestressed concrete girders, the temporary top
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strands shall be post - tensioned prior to lifting the assembled girder When the post - tensioned
alternative Is used, the Contractor shall be responsible for properly sizing the anchorage plates,
and the reinforcement adjacent to the anchorage plates, to prevent bursting or splitting of the
concrete in the top flange. Temporary strands shall be cut or released in accordance with Section
6-02.3(25)N_
6- 02.3(25)M Shipping
The third and fourth paragraphs are revised to read
No double tee girder, deck double tee girder, precast prestressed slab or precast prestressed
ribbed section shall be shipped for at least three days after concrete placement. No deck bulb tee
girder or prestressed concrete tub girder shall be shipped for at least seven days after concrete
placement, except that deck bulb tee girders or prestressed concrete tub girders may be shipped
three days after concrete placement when U(bd) Is less than or equal to 5.0, where L equals the
shipping length of the girder, b equals the girder top flange width (for deck bulb tee girders) or the
bottom flange width (for prestressed concrete tub girders), and d equals the girder depth, all in
feet No other girder shall be shipped for at least ten days after concrete placement.
Girder support during shipping shall be located as follows unless othermse shown in the Plans:
Type of Girder
Centerline Support Within
This Distance From Either End
Precast Prestressed Members
2 feet
Series W42G, WF42Q W50G and WF50G
3 feet
All bulb tee and
deck bulb tee girders, except as noted
3 feet
Series W58G, WF58Q and W62BTG
4 feet
Series W74G and WF74G
5 feet
Series W83G and W95G
8 feet
Series WF74PTG. W83PTQ and W95PTG segments
4 feet
Prestressed concrete tub girder segment
4 feet
The sixth. seventh and eighth paragraphs are revised to read:
If the Contractor elects to assemble spliced prestressed concrete girders into components of two
or more segments prior to shipment, the Contractor shall submit shipment support location
working drawings with supporting calculations to the Engineer in accordance with Section 6 -01 9
The calculations shall show that concrete stresses in the assembled girders will not exceed those
listed below.
Lateral bracing for shipping is not required for prestressed concrete tub girders and precast
prestressed members. Other prestressed concrete girders of lengths equal or shorter than the
following will not require lateral bracing for shipping:
Type of Girder
Series W42G, WF42G, W32BTQ and W38BTG
Series W50G and WF50G
Series W58G, WF58G, W50BTQ and W628TG
All deck bulb tee girders
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Maximum Length Not Requiring
Bracing for Shipping
80 feet
100 feet
105 feet
120 feet
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Series W74G and WF74G 130 feet
For all girders exceeding these lengths, and all Series WF74PTG, W83G, W83PTG, W95Q and
W95PTG girders, the Contractor shall provide bracing to control lateral bending during shipping,
unless the Contractor furnishes calculations in accordance with Section 6-01.9 demonstrating that
bracing is not necessary. Extemal bracing shall be attached securely to the top flange of the
girder_ The Contractor is cautioned that more conservation guidelines for lateral bracing may be
required for some delivery routes. The Contractor shall submit a bracing plan, with supporting
calculations, to the Engineer for approval in accordance with Section 6 -01.9. The Contractor shall
not begin shipping the girders until receiving the Engineer's approval of the bracing plan, and shall
perform all bracing operations at no additional cost to the Contracting Agency
Criteria for Checking Girder Stresses
At the Time of Lifting or Transporting and Erecting
Stresses at both support and harping points shall be satisfied based on these criteria:
1 Allowable compression stress, fc = 0 60fcm
a fcm = compressive strength at time of lifting or transporting verified by test but
shall not exceed design compressive strength (f c) at 28 days in psi + 1,000 psi
2 Allowable tension stress, ksi
a. With no bonded reinforcement = 3 times square root (f'cm) < 0.20 ksi
b. With bonded reinforcement to resist total tension force in the concrete
computed on the basis of an uncracked section 6.0 times square root (fcm).
The allowable tensile stress in the reinforcement is 30 ksi (AASHTO M -31, Gr.
60)
3 Prestress losses
a 1 day to 1 month = computed losses
b. 1 month to 1 year = 75 percent of computed final losses
c. 1 year or more = computed final losses
4 Impact on dead load
a. Lifting from casting beds = 0 percent
b. Transporting and erecting = 20 percent
6 -02.3(25)N Prestressed Concrete Girder Erection
The fifth paragraph is revised to read.
The concrete in piers and crossbeams shall reach at least 80 percent of design strength before
girders are placed on them. The Contractor shall hoist girders only by the lifting devices at the
ends, always keeping the girders plumb and upright. Once erected, the girders shall be braced to
prevent tipping until the intermediate diaphragms are cast and cured When temporary strands
in the top flange are used, they shall be cut after the girders are braced and before the
intermediate diaphragms are cast. The Contractor shall place the cast -in -place deck on the
girders within 30 calendar days of cutting the temporary strands, except as otherwise approved by
the Engineer.
For situations where the Contractor proposes to delay placing the cast -in -place deck on the
girders beyond 30 calendar days after cutting the temporary strands, the Contractor shall submit
supporting girder camber calculations to the Engineer for approval in accordance with Section 6-
01 9 The Contractor shall not cut the temporary strands until receiving the Engineer's approval of
the girder camber calculations.
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1
The seventh paragraph is deleted
2
3
The eighth paragraph 1s revised to read.
4
5
The Contractor shall check the horizontal alignment of both the top and bottom flanges of each
6
girder after girder erection but before placing concrete in the bridge diaphragms as described in
7
Section 6- 02.3(25)J
8
9
6 -02.3(25)0 Deck Bulb Tee Girder Flange Connection
10
This section is revised to read:
11
12
The Contractor shall submit a method of equalizing deck bulb tee girder (and precast prestressed
13
member) deflections to the Engineer for approval in accordance with Section 6 -01.9, except that
14
the submittal shall be made a minimum of 60 days prior to field erection of the deck bulb tee
15
girder. Deflection equalizing methods approved for previous Contracting Agency contracts will be
16
acceptable providing the bridge configuration is similar and the previous method was satisfactory .
17
A listing of the previous Contracting Agency contract numbers for which the method was used
PIP
18
19
shall be included with the submittal The weld -ties may be used as a component of the equalizing
system provided the Contractor's procedure outlines how the weld -ties are to be used. and that
20
the Contractor's submittal includes a list and description of previous bridge projects where the
21
Contractor has successfully used weld -ties as a component of the equalizing system.
22
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The concrete diaphragms for deck bulb tee girders shall attain a minimum compressive strength
24
of 2,500 psi before any camber equalizing equipment is removed
25
26
On deck bulb tee girders. girder deflection shall be equalized utilizing the approved method before
27
girders are weld -tied and before keyways are filled Keyways between tee girders shall be filled
28
flush with the surrounding surfaces with nonshrink grout. This nonshrink grout shall have a
29
compressive strength of 5.004 psi before the equalizing equipment is removed. Compressive
30
strength shall be determined by fabricating and testing cubes in accordance with WSDOT Test
31
Method 813 and testing in accordance with WSDOT FOP for AASHTO T -106
32
33
Welding ground shall be attached directly to the steel plates being welded when welding the weld-
'
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ties on bulb tee girders.
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No construction equipment shall be placed on the structure, other than equalizing equipment, until
37
the girders have been weld -tied and the keyway grout has attained a compressive strength of
38
5.000 psi
39
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6- 02.3(26) Cast -in -Place Prestressed Concrete
41
6 -02.3(26)C Bearing Type Anchorages
42
Item 6 in the first paragraph is revised to read
43
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6. For transverse post - tensioning of roadway slabs, the bearing stress shall not exceed 0.9f 'c at
45
P," of all strands (before seating) or 4,000 psi at service load after all losses.
46
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6 -02.3(26)H Grouting
48
The first sentence in the sixth paragraph is revised to read:
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The Contractor shall proportion the mix to produce a grout with a flow of 11 to 20 seconds as
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determined by WSDOT Test Method for ASTM C 939, Flow of Grout for Preplaced Aggregate
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Concrete (Flow Cone Method).
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The third sentence in the seventh paragraph is revised to read:
Cubes shall be made in accordance with WSDOT Test Method T 813 and stored in accordance
with WSDOT FOP for AASHTO T 23
6 -02.3(27) Concrete for Precast Units
This section is supplemented with the following:
Self compacting concrete (SCC) may be used for precast concrete barrier covered under Section
6-10 and drainage items covered under Section 9 -12 If self compacting concrete has been
approved for use the requirements of Section 6- 02.3(4)C consistency shall not apply. Self
compacting concrete is concrete that is able to flow under its own weight and completely fill the
formwork. even in the presence of dense reinforcement, without the need of any vibration, while
maintaining homogeneity When using SCC modified testing procedures for air content and
compressive strength will be used The modification shall be that molds will be filled completely in
one continuous lift without any rodding, vibration, tamping or other consolidation methods other
than lightly taping around the exterior of the mold with a rubber mallet to allow entrapped air
bubbles to escape. In addition the fabricators QC testing shall include Slump Flow Test results,
which do not indicate segregation. As part of the plants approval for use of SCC the plant
fabricator shall cast one barrier, or drainage item and have that barrier or drainage item sawed in
half for examination by the Contracting Agency to determine that segregation has not occurred.
SECTION 6 -03, STEEL STRUCTURES
August 2, 2004
6 -03.3(14) Edge Finishing
The first and second paragraphs are revised to read:
All rolled, sheared, and thermal cut edges shall be true to line and free of rough comers and
projections. Corners along exposed edges shall be rounded to a minimum radius of 1116 inch
Sheared edges on plates more than 5/8 inch thick shall be planed, milled, ground. or thermal cut
to a depth of at least 1/8 inch-
6-03.3(33) Bolted Connections
In Table 4 the entries under Bolt Length, the following is revised:
L< 4D
4D <L <8D
8D <L <12D
6 -03.3(39) Swinging the Span
The second paragraph is revised to read
After the falsework is released (spans swung free) the masonry plates. shoes, and keeper plates
are grouted, and before any load is applied, the Engineer will (or, if the Contractor is specified as
responsible for surveying, the Contractor shall) measure elevations at the tenth points along the
tops of girders and floorbeams.
The Engineer will compare steel mass camber elevations with the elevations measured above,
and will furnish the Contractor with new dead -load camber dimensions
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SECTION 6 -06, BRIDGE RAILINGS
January 5, 2004
6 -06.2 Materials
This section is revised to read
Materials shall meet the requirements of the following sections
Timber Railing 9 -09
Metal Railing 9-0618
SECTION 6 -07, PAINTING
August 2, 2004
6 -07.3(2)A Bridge Cleaning
The third sentence under Pressure Flushing is revised to read:
The pressure flushing equipment shall produce (at the nozzle) at least 3,000 psi with a discharge
of at least 4 gpm,
SECTION 6 -09, MODIFIED CONCRETE OVERLAYS
April 4, 2005
6 -09.2 Materials
This first paragraph Is supplemented with the following.
Microsilica Fume
9 -23.11
The first sentence of the fifth paragraph is revised to read:
Microsilica admixture shall be either a dry powder or a slurry admixture.
SECTION 6 -10, CONCRETE BARRIER
April 4, 2005
6 -10.2 Materials
The first sentence of the fourth paragraph is revised to read.
Connecting pins, drift pins and steel pins for type 3 anchors shall conform to Section 9- 06.5(4)
and be galvanized in accordance with AASHTO M 232, except that testing for embrittlement after
galvanizing is not required
6 -10.3 Construction Requirements
This section is supplemented with the following:
Concrete barrier installed in conjunction with light standard foundations and sign bridge
foundations, regardless of the barrier shape, shall be cast -in -place using stationary forms.
Concrete barrier transition Type 2 to bridge f -shape shall be precast_
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
39
1 6- 10.3(2) Cast4n -Place Concrete Barrier
2 The first paragraph of this section is revised to read as follows
3
4 Forms for cast -in -place concrete bamer, including traffic barrier, traffic - pedestrian barrier. and
5 pedestrian barrier on bridges and related structures, shall be made of steel or exterior plywood
6 coated with plastic The Contractor may construct the barrier by the slip -form method.
7
8 6 -10.4 Measurement
9 This section is supplemented with the following:
10
11 Concrete barrier transition Type 2 to bridge f -shape will be measured by the linear foot installed.
12
13 Single slope concrete bamer light standard foundation will be measured by the unit for each light
14 standard foundation installed
15
16 Traffic barrier, traffic pedestrian barrier, and pedestrian barrier will be measured as specified fora
17 cast -in -place concrete barrier
18
19 6 -10.5 Payment
20 The following bid items are inserted to precede "Single Slope Concrete Barrier, per linear foot
21
22 'Traffic Barrier, per linear foot
23 'Traffic Pedestrian Barrier', per linear foot.
24 'Pedestrian Barrier" per linear foot.
25 The unit contract price per linear foot for 'Traffic Barrier ", "Traffic Pedestrian Barrier", and
26 "Pedestrian Barrier' shall be full pay for constructing the barrier on top of the bridge deck, and
27 associated bridge approach slabs, curtain walls and wingwalls, excluding the steel reinforcing
28 bars that extend from the bridge deck, bridge approach slab, curtain walls. and wingwalls.
29
30 The new bid items listed below are inserted to precede "Cast -In -Place Conc. Barrier Light Standard
31 Section ", per each
32
33 'Conc_ Barrier Transition Type 2 to Bridge F- Shape ", per linear foot.
34 The unit contract price per linear foot for 'Conc. Barrier Transition Type 2 to Bridge F- Shape' shall
35 be full pay for performing the work as specified, excluding bridge traffic barrier modifications
36 necessary for this installation.
37 'Single Slope Conc Bamer Light Standard Foundation', per each
38
39 SECTION 6 -11, PRECAST CONCRETE RETAINING WALL STEMS
40 April 5, 2004
41 This section including title is revised to read:
42
43 SECTION 6 -11, REINFORCED CONCRETE WALLS
44 6 -11.1 Description
45 This work consists of constructing reinforced concrete retaining walls, including those shown in
46 the Standard Plans. L walls, and counterfort walls.
47
48 6 -11.2 Materials
49 Materials shall meet the requirements of the following sections
50
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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I Cement 9 -01
2 Aggregates for Portland Cement Concrete 9-03.1
3 Gravel Backfill 9 -03.12
4 Premolded Joint Filler 9- 04.1(2)
5 Steel Reinforcing Bar 9 -072
6 Epoxy - Coated Steel Reinforcing Bar 9-07.3
7 Concrete Curing Materials and Admixtures 9 -23
8 Fly Ash 9-239
9 Water 9 -25
10
11 Other matenals required shall be as specified in the Special Provisions.
12
13 6 -11.3 Construction Requirements
14
15 6- 11.3(1) Submittals
16 The Contractor shall submit all excavation shoring plans to the Engineer for approval in
17 accordance with Section 2-09.3(3)D.
18
19 The Contractor shall submit all fatsework and formwork plans to the Engineer for approval in
20 accordance with Sections 6- 02.3(16) and 6-02.3(17).
21
22 If the Contractor elects to fabricate and erect precast concrete wall stem panels, the following
23 information shall be submitted to the Engineer for approval in accordance with Sections 6 -01 9
24 and 6- 02.3(28)A
25
26 1. Working drawings for fabrication of the wall stem panels, showing dimensions, steel
27 reinforcing bars, joint and joint filler details, surface finish details, lifting devices with the
28 manufacturer's recommended safe working capacity, and material specifications
29
30 2 Working drawings and design calculations for the erection of the wall stem panels
31 showing dimensions, support points, support footing sizes, erection blockouts, member
32 sizes, connections, and material specifications.
33
34 1 Design calculations for the precast wall stem panels, the connection between the precast
35 panels and the cast -in -place footing, and all modifications to the cast -in -place footing
36 details as shown in the Plans or Standard Plans
37
38 The Contractor shall not begin excavation and construction operations for the retaining walls until
39 receiving the Engineer's approval of the above submittals.
40
41 6- 11.3(2) Excavation and Foundation Preparation
42 Excavation shall conform to Section 2- 09.3(3), and to the limits and construction stages shown in
43 the Plans. Foundation soils found to be unsuitable shall be removed and replaced in accordance
44 with Section 2-09-3(1)C-
45
46 6- 11.3(3) Precast Concrete Wall Stem Panels
47 The Contractor may fabricate precast concrete wall stem panels for construction of Standard Plan
48 Retaining Wall Types 1 through 6 and 1 SW through 6SW. Precast concrete wall stem panels may
49 be used for construction of non - Standard Plan retaining walls if allowed by the Plans or Special
50 Provisions Precast concrete wall stem panels shall conform to Section 6-02.3(28), and shall be
51 cast with Class 4000 concrete.
52
CRY OF SPOKANE VALLEY
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1 The precast concrete wall stem panels shall be designed in accordance with the requirements for
2 Load Factor Design in the following codes
3
4 1 For all loads except as otherwise noted - AASHTO Standard Specifications for Highway
5 Bridges, latest edition and current interims. The seismic design shall use the
6 acceleration coefficient and soil profile type as specfied in the Plans-
7
8 2 For all wind loads - AASHTO Guide Specifications for Structural Design of Sound
9 Barriers, latest edition and current interims
10
11 The precast concrete wall stem panels shall be fabricated in accordance with the dimensions and
12 details shown in the Plans, except as modified in the shop drawings as approved by the Engineer.
13
14 The precast concrete wall stem panels shall be fabricated full height, and shall be fabricated in
15 widths of 8 feet, 16 feet, and 24 feet
16
17 The construction tolerances for the precast concrete wall stem panels shall be as follows -
18
19 Height ±' /. inch
20 Width +' /. inch
21 Thickness +' /. inch
22 -1/8 inch
23 Concrete cover for steel reinforcing bar +3/8 inch
24 -1/8 inch
25 Width of precast concrete wall stem panel joints +% inch
26 Offset of precast concrete wall stem panels +'/4 inch
27 (Deviation from a straight line extending 5 feet on each side of the panel joint)
28
29 The precast concrete wall stem panels shall be constructed with a mating shear key between
30 adjacent panels The shear key shall have beveled comers and shall be 1 -1/2 inches in
31 thickness The width of the shear key shall be 3 -1/2 inches minimum and 5 -1/2 inches maximum.
32 The shear key shall be continuous and shall be of uniform width over the entire height of the wall
33 stem.
34
35 The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the
36 Plans to the exterior concrete surfaces. Special surface finishes achieved with form liners shall
37 conform to Sections 6 -02.2 and 6- 02.3(14) as supplemented in the Special Provisions Rolled on
38 textured finished shall not be used. Precast concrete wall stem panels shall be cast in a vertical
39 position if the Plans call for a form liner texture on both sides of the wall stem panel.
40
41 The precast concrete wall stem panel shall be rigidly held in place during placement and curing of
42 the footing concrete.
43
44 The precast concrete wall stem panels shall be placed a minimum of one inch into the footing to
45 provide a shear key. The base of the precast concrete wall stem panel shall be sloped M., inch per
46 foot to facilitate proper concrete placement.
47
48 To ensure an even flow of concrete under and against the base of the wall panel, a form shall be
49 placed parallel to the precast concrete wall stem panel, above the footing, to allow a minimum one
50 foot head to develop in the concrete during concrete placement.
51
CITY OF SPOKANE VALLEY
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1 The steel reinforcing bars shall be shifted to clear the erection blockouts in the precast concrete
2 wall stem panel by 1 -1/2 inches minimum
3
4 All precast concrete wall stem panel joints shall be constructed with joint filler installed on the rear
5 (backfill) side of the wall. The joint filler material shall extend from two feet below the final ground
6 level in front of the wall to the top of the wall. The joint filler shall be a nonorganic flexible material
7 and shall be installed to create a waterproof seal at panel joints.
8
9 The soil bearing pressure beneath the falsework supports for the precast concrete wall stem
10 panels shall not exceed the maximum design soil pressure shown in the Plans for the retaining
11 wall
12
13 6- 11.3(4) Cast4n -Place Concrete Construction
14 Cast -in -place concrete for concrete retaining walls shall be formed, reinforced, cast, cured, and
15 finished in accordance with Section 6-02, and the details shown in the Plans and Standard Plans.
16 All cast -in -place concrete shall be Class 4000
17
18 The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the
19 Plans to the exterior concrete surfaces. Special surface finishes achieved with formliners shall
20 conform to Sections 6-02.2 and 6- 02.3(14) as supplemented in the Special Provisions,
21
22 Cast -in -place concrete for adjacent wall stem sections (between vertical expansion joints) shall be
23 formed and placed separately, with a minimum 12 hour time period between concrete placement
24 operations.
25
26 Premolded joint filler, 1/2' thick, shall be placed full height of all vertical wall stem expansion joints
27 in accordance with Section 6 -01.14
28
29 6- 11.3(5) Backfill, Weepholes and Gutters
30 Unless the Plans specify otherwise. Backfill and weepholes shall be placed in accordance with
31 Standard Plan D-4 and Section 6- 02.3(22). Gravel backfill for drain shall be compacted in
32 accordance with Section 2- 09.3(1)E Backfill within the zone defined as bridge approach
33 embankment in Section 1 -01.3 shall be compacted in accordance with Method C of Section 2-
34 03.3(14)C. All other backfill shall be compacted in accordance with Method B of Section 2-
35 03.3(14)C, unless otherwise specified.
36
37 Cement concrete gutter shall be constructed as shown in the Standard Plans
38
39 6- 11.3(6) Traffic Barrier and Pedestrian Barrier
40 When shown in the Plans, traffic barrier and pedestrian barrier shall be constructed in accordance
41 with Sections 6- 02.3(11)A and 6- 10.3(2), and the details shown in the Plans and Standard Plans.
42
43 6 -11.4 Measurement
44 Concrete Class 4000 for retaining wall will be measured as specified in Section 6 -02.4
45
46 Steel reinforcing bar for retaining wall and epoxy - coated steel reinforcing bar for retaining wall will
47 be measured as specified in Section 6 -02.4.
48
49 Traffic barrier and pedestrian barrier will be measured as specified in Section 6 -10.4 for cast -in-
50 place concrete barrier
51
CITY OF SPOKANE VALLEY
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1 6 -11.5 Payment
2 Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when
3 they are included In the proposal:
4
5 'Conc_ Class 4000 For Retaining Wall ", per cubic yard.
6 All costs in connection with furnishing and installing weep holes and premolded joint filler
7 shall be included in the unit contract price per cubic yard for 'Conc. Class 4000 for Retaining
8 Wall ".
9
10 'St. Reinf. Bar For Retaining Wall', per pound.
11 'Epoxy - Coated St Reinf Bar For Retaining Wall', per pound.
12
13 'Traffic Barrier", per linear foot.
14 'Pedestrian Barrier", per linear foot
15 The unit contract price per linear foot for ' Barrier' shall be full pay for constructing the
16 barrier on top of the retaining wall, except that when these bid items are not included in the
17 proposal, all costs in connection with performing the work as specified shall be included in the
18 unit contract prig per cubic yard for 'Conc. Class 4000 For Retaining Wall ", and the unit
19 contract price per pound for' Bar For Retaining Wall'.
20
21 SECTION 6 -12, NOISE BARRIER WALLS
22 April 5, 2004
23 6 -12.1 Description
24 This work consists of constructing cast -in -place concrete, precast concrete, masonry, and timber noise
25 barrier walls, including those shown in the Standard Plans.
26
27 6 -12.2 Materials
28 Materials shall meet the requirements of the following sections-
29
30 Cement 9 -01
31 Aggregates for Portland Cement Concrete 9 -03.1
32 Gravel Backfill 9 -03.12
33 Premolded Joint Filler 9- 04.1(2)
34 Bolts, Nuts, and Washers 9-065(l)
35 Steel Reinforcing Bar 9 -07.2
36 Epoxy - Coated Steel Reinforcing Bar 9-073
37 Paints 9 -08
38 Concrete Curing Materials and Admixtures 9 -23
39 Fly Ash 9 -23.9
40 Water 9-25
41
42 Other materials required shall tie as specified In the Special Provisions
43
44 6 -12.3 Construction Requirements
45
46 6- 12.3(1) Submittals
47 All noise barrier walls not constructed Immediately adjacent to the roadway, and which require
48 construction of access for work activities, shall have a noise bamer wall access plan The Contractor
49 shall submit the noise barrier wall access plan to the Engineer for approval in accordance with Section
50 6-01.9. The noise barrier wall access plan shall include, but not be limited to, the locations of access
CnY OF SPOKANE VALLEY
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CITY OF SPOKANE VALLEY
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1
to the noise Darner wall construction sites, and the method, materials, and equipment used to
2
construct the access. remove the access, and recontour and reseed the disturbed ground
3
4
For construction of all noise barrier walls with shafts, the Contractor shall submit a shaft construction
5
plan to the Engineer for approval in accordance with Section 6 -01.9, inducting but not limited to the
6
6
following information
7
8
1 List and description of equipment to be used to excavate and construct the shafts, including
FP
9
description of how the equipment is appropriate for use in the expected subsurface
10
conditions.
11
12
2. The construction sequence and order of shaft construction.
13
14
3 Details of shaft excavation methods, including methods to clean the shaft excavation.
15
16
4. Details and dimensions of the shaft, and casing if used.
17
18
5. The method used to prevent ground caving (temporary casing, slurry, or other means).
'
19
20
6. Details of concrete placement including procedures for deposit through a conduit, tremie, or
21
pump.
22
23
7 Method and equipment used to install and support the steel reinforcing bar cage.
24
-"
25
For construction of precast concrete noise barrier walls, the Contractor shall submit shop drawings for
26
the precast concrete panels to the Engineer in accordance with Section 6 -02.3(28)A. In addition to the
27
items listed in Section 6- 02.3(28)A, the precast concrete panel shop drawings shall include the
28
following-
29
30
1. Construction sequence and method of forming the panels.
31
32
2 Details of additional reinforcement provided at lifting and support locations.
33
-
34
3 Method and equipment used to support the panels during storage, transporting, and erection
�i
35
36
4 Erection sequence, including the method of lifting the panels, placing and adjusting the
37
panels to proper alignment and grade, and supporting the panels during bolting, grouting, and
38
backfilling operations.
39
40
The Contractor shall not begin noise barrier wall construction activities, including access construction
41
and precast concrete panel fabrication, until receiving the Engineer's approval of all appropriate and
42
applicable submittals.
43
44
6- 12.3(2) Work Access and Site Preparation
45
The Contractor shall construct worts access in accordance with the work access plan as approved by
46
the Engineer, The construction access roads shall minimize disturbance to the existing vegetation,
47
especially trees. Only trees and shrubs in direct conflict with the approved construction access road
48
alignment shall be removed. Only one access road into the noise barrier wall from the main roadway
49
and one access road from the noise bamer wall to the main roadway shall be constructed at each
50
noise barrier wall
51
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE RF-HA84UTATION PROJECT
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1 Existing vegetation that has been identified by the Engineer shall be protected in accordance with
2 Sections 1 -07.16 and 2 -01, and the Special Provisions
3
4 6- 12.3(3) Shaft Construction
5 The Contractor shall excavate and construct the shafts in accordance with the shaft construction plan
6 as approved by the Engineer
7
8 The shafts shall be excavated to the required depth as shown in the Plans. The excavation shall be
9 completed in a continuous operation using equipment capable of excavating through the type of
10 material expected to be encountered
11
12 If the shaft excavation is stopped, the Contractor shall secure the shaft by installing a safety cover over
13 the opening The Contractor shall ensure the safety of the shaft and surrounding soil and the stability
14 of the side walls A temporary casing, slung. or other methods approved by the Engineer shall be used
15 as necessary to ensure such safety and stability
16
17 When caving conditions are encountered, the Contractor shall stop further excavation until
18 implementing the method to prevent ground caving as specified in the shaft construction plan
19 approved by the Engineer.
20
21 When obstructions are encountered, the Contractor shall notify the Engineer promptly. An obstruction
22 is defined as a specific object (including, but not limited to, boulders, logs, and man made objects)
23 encountered during the shaft excavation operation which prevents or hinders the advance of the shaft
24 excavation. When efforts to advance past the obstruction to the design shaft tip elevation result in the
25 rate of advance of the shaft drilling equipment being is significantly reduced relative to the rate of
26 advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under
27 the provisions of Section 6 -12.5 as supplemented in the Special Provisions. The method of removal of
28 such obstructions, and the continuation of excavation shall be as proposed by the Contractor and
29 approved by the Engineer.
30
31 The Contractor shall use appropriate means to clean the bottom of the excavation of all shafts. No
32 more than two inches of loose or disturbed material shall be present at the bottom of the shaft just
33 prior to beginning concrete placement
34
35 The Contractor shall not begin placing steel reinforcing bars and concrete in the shaft until receiving
36 the Engineer's approval of the shaft excavation.
37
38 The steel reinforcing bar cage shall be rigidly braced to retain its configuration during handling and
39 construction. The Contractor shall not place individual or loose bars. The Contractor shall install the
40 steel reinforcing bar cage as specked in the shaft construction plan as approved by the Engineer. The
41 Contractor shall maintain the minimum concrete cover shown in the Plans
42
43 If casings are used, the Contractor shall remove the casing during concrete placement. A minimum
44 five feet head of concrete shall be maintained to balance soil and water pressure at the bottom of the
45 casing. The casing shall be smooth. Where the top of the shaft is above the existing ground, the
46 Contractor shall case the top of the hole prior to placing the concrete.
47
48 Concrete for shafts shall conform to Class 4000P_ The Contractor shall place concrete in the shaft
49 Immediately after completing the shaft excavation and receiving the Engineer's approval of the
50 excavation. The Contractor shall place the concrete in one continuous operation to the elevation
51 shown in the Plans, using a method to prevent segregation of aggregates The Contractor shall place
CITY OF SPOKANE VALLEY
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the concrete as specified in the approved shaft construction plan If water is present, concrete shall be
placed in accordance with Section 6 -02 3(6)B
6- 12.3(4) Trench, Grade Beam, or Spread Footing Construction
Where the noise barrier wall foundations exist below the existing groundline, excavation shall conform
to Section 2 -09.3(4), and to the limits and construction stages shown in the Plans. Foundation soils
found to be unsuitable shall be removed and replaced in accordance with Section 2 -09.3(1)C.
Where the noise barrier wall foundations exist above the existing groundline. the Contractor shall place
and compact backfill material in accordance with Section 2 -03.3(14)C.
Concrete for trench, grade beam, or spread footing foundations shall conform to Class 4000
Cast -in -place concrete shall be formed, placed, and cured in accordance with Section 6 -02, except
that concrete for trench foundations shall be placed against undisturbed soil
The excavation shall be backfilled in accordance with item 1 of the Compaction subsection of Section
2- 09.3(1)E.
The steel reinforcing bar cage and the noise barrier wall anchor bolts shall be Installed and rigidly
braced prior to grade beam and spread footing concrete placement to retain their configuration during
concrete placement. The Contractor shall not place individual or loose steel reinforcing bars and
anchor botts, and shall not install anchor bolts during or after concrete placement.
6- 12.3(5) Cast -In -Place Concrete Panel Construction
Construction of cast -in -place concrete panels for noise barrier walls shall conform to Section 6- 11.3(4).
For noise barrier walls with traffic barrier, the construction of the traffic barrier shall also conform to
Section 6- 10,3(2).
The top of the cast -in -place concrete panels shall conform to the top of wall profile shown in the Plans.
Where a vertical step is constructed to provide elevation change between adjacent panels, the
dimension of the step shall be 2 feet. Each horizontal run between steps shall be a minimum of 48
feet
6- 12.3(6) Precast Concrete Panel Fabrication and Erection
The Contractor shall fabricate and erect the precast concrete panels in accordance with Section 6-
02.3(28), and the following requirements
Concrete shall conform to Class 4000.
2 Except as otherwise noted in the Plans and Special Provisions, all concrete surfaces shall
receive a Class 2 finish in accordance with Section 6-02.3(14)B
3 The precast concrete panels shall be cast in accordance with Section 6-02.3(28)8. The
Contractor shall cast the precast concrete panels horizontally, with the traffic side surface
cast against the form liner on the bottom. The Contractor shall fully support the precast
concrete panel to avoid bowing and sagging surfaces
After receiving the Engineer's approval of the shop drawings, the Contractor shall cast one
precast concrete panel to be used as the sample panel The Contractor shall construct the
sample panel in accordance with the procedure and details specified in the shop drawings
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approved by the Engineer. The Contractor shall make the sample panel available to the
Engineer for approval
Upon receiving the Engineer's approval of the sample panel, the Contractor shall continue
production of precast concrete panels for the noise barrier wall All precast concrete panels
will be evaluated against the sample panel for the quality of workmanship exhibited The
sample panel shall be retained at the fabrication site until all precast concrete panels have
been fabricated and have received the Engineer's approval. After completing precast
concrete panel fabrication, the Contractor may utilize the sample panel as a production noise
bamer wall panel.
4_ In addition to the fabrication tolerance requirements of Section 6- 02.3(28)F, the precast
concrete panels for noise barrier walls shall not exceed the following scalar tolerances:
Length and Width: + 1/8 inch per five feet, not to exceed 114 inch total.
Thickness: + 1/4 inch.
The difference obtained by comparing the measurement of the diagonal of the face of
the panels shall not be greater than 112 inch.
Dimension tolerances for the traffic barrier portion of precast concrete panels formed
with traffic barrier shapes shall conform to Section 6- 10.3(2).
5. After erection, the precast concrete panels shall not exceed the joint space tolerances shown
in the Plans. The panels shall not exceed 3/8 inch out of plumb in any direction.
The Contractor shall seal the joints between precast concrete panels with a backer rod and
sealant system as specified The Contractor shall seal both sides of the joint full length.
The top of precast concrete panels shall conform to the top of wall profile shown in the Plans
Where a vertical step is constructed to provide elevation change between adjacent panels, the
dimension of the step shall be 2 feet Each horizontal run between steps shall be a minimum of
48 feet
6- 12.3(7) Masonry Wall Construction
Construction requirements for masonry noise barrier wall panels shall be as specified in the Special
Provisions.
6- 12.3(8) Fabricating and Erecting Timber Noise Barrier Wall Panels
Construction requirements for timber noise barrier wall panels shall be as specified in the Special
Provisions.
6- 12.3(9) Access Doors and Concrete Landing Pads
The Contractor shall install access doors and door frames as shown in the Plans and Standard Plans
The Contractor shall install the access doors to open toward the roadway side. The door frames shall
be set in place with grout conforming to Section 6 -02.3(20), with the grout completely filling the void
between the door frame and the noise barrier wall panel
The Contractor shall apply two coats of paint, as specified in the Special Provisions, to all exposed
metal surfaces of access doors and frames, except for stainless steel surfaces. Each coat shall be 3
mils minimum wet film thickness
CITY OF SPOKANE VALLEY
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2 The Contractor shall construct a concrete landing pad on the roadway side of each access door
3 location as shown in the Plans. The concrete shall conform to Section 6 -02.3(2)B
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5 6- 12.3(10) Finish Ground Line Dressing
6 The Contractor shall contour and dress the ground line on both sides of the noise barrier wall,
7 providing the minimum cover over the foundation as shown in the Plans The Contractor shall contour
8 the ground adjacent to the bamer to ensure good drainage away from the barrier.
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10 After the access roads are no longer needed for noise barrier wall construction activities, the
11 Contractor shall restore the area to the original condition. The Contractor shall recontour the access
12 roads to match into the surrounding ground and shall reseed all disturbed areas in accordance with the
13 Section 8 -01 and the Special Provisions, and the noise barrier wall access plan as approved by the
14 Engineer.
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16 6 -12.4 Measurement
17 Noise barrier wall will be measured by the square foot area of one face of the completed wall panel in
18 place Except as otherwise noted, the bottom limit for measurement will be the top of the trench
19 footing, spread footing, or shaft cap. For Noise Barrier Type 5, the bottom measurement limit will be
20 the optional construction joint at the base of the traffic barrier. For Noise Barrier Type 7, the bottom
21 measurement limit will be base of the traffic barrier. For Noise Barrier Types 8, 11, 12. 14, 15, and 20.
22 the bottom measurement limit will be the base of the wall panel.
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24 Noise barrier wall access door will be measured once for each access door assembly with concrete
25 landing pad furnished and installed.
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27 6 -12.5 Payment
28 Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
29 are included in the proposal.
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31 'Noise Barrier Wall Type _ ", per square foot.
32 The unit contract price per square foot for "Noise Barrier Wall Type _" shall be full pay for
33 constructing the noise barrier walls as specified, including constructing and removing access
34 roads, excavating and constructing foundations and grade beams. constructing cast -in -place
35 concrete, and masonry wall panels, fabricating and erecting precast concrete, and timber wall
36 panels, applying sealer, and contouring the finish ground line adjacent to the noise barrier walls.
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38 "Noise Barrier Wall Access Door". per each.
39 The unit contract price per each for 'Noise Barrier Wall Access Door' shall be full pay for
40 furnishing and installing the access door assembly as specified, including painting the installed
41 access door assembly and constructing the concrete landing pad
42
43 SECTION 6 -13, STRUCTURAL EARTH WALLS
44 April 4, 2005
45 6 -13.1 Description
46 This work consists of constructing structural earth walls (SE11V)
47
48 6 -13.2 Materials
49 Materials shall meet the requirements of the following sections
50
51 Cement 9 -01
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Aggregates for Portland Cement Concrete
9-03.1
Gravel Backfill
9 -03.12(2)
Premolded Joint Filler
9- 04.1(2)
Steel Reinforcing Bar
9-07.2
Epoxy - Coated Steel Reinforcing Bar
9 -07.3
Concrete Curing Matenals and Admixtures
9 -23
Fly Ash
9 -23.9
Water
9 -25
Other matenals required shall be as specified in the Special Provisions.
6 -13.3 Construction Requirements
Proprietary strictural earth wall systems shall be as specified in the Special Provisions.
6- 13.3(1) Quality Assurance
The structural earth wall manufacturer shall provide a qualified and experienced representative to
resolve wall construction problems as approved by the Engineer. The structural earth wall
manufacturer's representative shall be present at the beginning of wall construction activities. and at
other times as needed throughout construction. Recommendations made by the structural earth wall
manufacturer's representative and approved by the Engineer shall be followed by the Contractor.
The completed wall shall meet the following tolerances
1. Deviation from the design batter and horizontal alignment, when measured along a ten foot
straight edge, shall not exceed the following.
a Welded wire faced structural earth wall. 2 inches
b. Precast concrete panel and
concrete block faced structural earth wall 314 inch
2 Deviation from the overall design batter of the wall shall not exceed the following per ten feet
of wall height-
a. Welded wire faced structural earth wall: 1 5 inches
b. Precast concrete panel and
concrete block faced structural earth wall: 1/2 inch
3 The maximum outward bulge of the face between welded wire faced structural earth wall
reinforcement layers shall not exceed two inches. The maximum allowable offset in any
precast concrete facing panel joint shall be 314 inch The maximum allowable offset in any
concrete block joint shall be 3/8 inch
4. The base of the structural earth wall excavation shall be within three inches of the staked
elevations, unless otherwise approved by the Engineer.
5 The extemal structural earth wall dimensions shall be placed within two Inches of that staked
on the ground.
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6. The backfill reinforcement layers shall be located horizontally and vertically within one inch of
the locations shown in the structural earth wall working drawings as approved by the
Engineer
At least five working days prior to the Contractor beginning any structural earth wall work at the site, a
structural earth wall preconstruction conference shall be held to discuss construction procedures,
personnel, and equipment to be used. and other elements of structural earth wall construction. Those
attending shall include:
(representing the Contractor) The superintendent, on site supervisors, and all foremen in
charge of excavation, leveling pad placement, concrete block and soil reinforcement
placement, and structural earth wall backfrll placement and compaction.
2. (representing the Structural Earth Wall Manufacturer) The qualified and experienced
representative of the structural earth wall manufacturer as specified at the beginning of this
Section.
3. (representing the Contracting Agency) The Project Engineer, key inspection personnel, and
representatives from the WSDOT Construction Office and Materials Laboratory Geotechnical
Services Branch
6- 13.3(2) Submittals
The Contractor, or the supplier as the Contractor's agent. shall furnish to the Engineer a
Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3, certifying that the
structural earth wall materials conform to the specified material requirements. This includes providing
a Manufacturer's Certificate of Compliance for all concrete admixtures, cement, fly ash, steel
reinforcing bars, reinforcing strips, reinforcing mesh, tie strips, fasteners, welded wire mats, backing
mats, construction geotextile for wall facing, drainage geosynthetic fabric, block connectors, and joint
materials. The Manufacturer's Certificate of Compliance for geogrid reinforcement shall include the
information specified in Section 9- 33.4(4) for each geogrid roll, and shall specify the geogrid polymer
types for each geogrid roll.
A copy of all test results, performed by the Contractor or the Contractor's supplier, which are necessary
to assure compliance with the specifications, shall submitted to the Engineer along with each
Manufacturer's Certificate of Compliance
Before fabncabon, the Contractor shall submit a field construction manual for the structural earth walls,
prepared by the wall manufacturer, to the Engineer for approval in accordance with Section 6-01 9.
This manual shall provide step -by -step directions for construction of the wall system.
The Contractor, or the supplier as the Contractor's agent, shall submit detailed design calculations and
worlung drawings to the Engineer for approval in accordance with Section 6 -01.9.
The design calculation and working drawing submittal shall include detailed design calculations and all
details, dimensions, quantities, and cross - sections necessary to construct the wall. The calculations
shall include a detailed explanation of any symbols and computer programs used in the design of the
walls_ All computer output submitted shall be accompanied by supporting hand calculations detailing
the calculation process
The design calculations shall be based on the current AASHTO Standard Specifications for Highway
Bridges including current Interims, and also based on the following-
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1 The factor of safety for overturning and sliding are 2.0 and 1.5 respectively for AASHTO Load
Group I, and 1 5 and 1.1 respectively for AASHTO Load Group VII
2. The wall surcharge conditions (backfill slope) shown in the Plans
3 If a highway is adjacent to and on top of the wall, a two foot surcharge shall be used in the
design.
4 If the Plans detail a traffic barrier on top of the wall, the barrier and wall shall be capable of
resisting a 10,000 pound horizontal load applied at the top of the barrier.
5 The geotechnical design parameters for the wall shall be as specified in the Special
Provisions.
A minimum of six sets of working drawings shall be fully detailed and shall include, but not be limited
to, the following items
1 A plan and elevation sheet or sheets for each wall, containing the following,
a. An elevation view of the wall which shall include the following.-
the elevation at the top of the wall, at all horizontal and vertical break
points. and at least every 50 feet along the wall;
H. elevations at the base of welded wire mats or the top of leveling pads and
foundations, and the distance along the face of the wall to all steps in the
welded wire mats, foundations and leveling pads;
iii, the designation as to the type of panel, block, or module,
iv. the length, size, and number of geogrids or mesh or strips, and the
distance along the face of the wall to where changes in length of the
geognds or mesh or strips occur; or
v. the length, size, and wire sizes and spacings of the welded wire mats and
backing mats, and the distance along the face of the wall to where changes
in length, size, and wire sizes and spacings of the welded wire mats and
backing mats occur, and
vi. the location of the original and final ground line.
b. A plan view of the wall which shall indicate the offset from the construction centerline
to the face of the wall at all changes in horizontal alignment, the limit of the widest
module, geogrid, mesh, strip or welded wire mat, and the centerline of any drainage
structure or drainage pipe which is behind or passes under or through the wall.
c. General notes, if any, required for design and construction of the wall.
d All horizontal and vertical curve data affecting wall construction.
e A listing of the summary of quantities provided on the elevation sheet of each wall
for all items including incidental items.
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' 2 f Cross- section showing limits of construction. In fill sections. the cross - section shall
3 show the limits and extent of select granular backfill material placed above onginal
4 ground.
5
' 6 g Limits and extent of reinforced soil volume
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8 2 All details including steel reinforcing bar bending details Bar bending details shall be in
9 accordance with Section 9 -07.1.
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11 3_ All details for foundations and leveling pads, including details for steps in the foundations or
12 leveling pads, as well as allowable and actual maximum bearing pressures for AASHTO Load
13 Groups I and VII
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15 4. All modules and facing elements shall be detailed The details shall show all dimensions
16 necessary to construct the element, all steel reinforcing bars in the element, and the location
17 of reinforcement element attachment devices embedded in the precast concrete facing panel
18 or concrete block.
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20 5. All details for construction of the wall around drainage facilities, sign, signal, luminaire, and
21 noise barrier wall foundations, and structural abutment and foundation elements shall be
22 clearly shown.
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24 6. All details for connections to traffic or pedestrian barriers, coping, parapets, noise barner
25 walls, and attached lighting shall be shown.
26
27 7. All details for the traffic or pedestrian barrier attached to the top of the wall (if shown in the
28 Plans) including interaction with bridge approach slabs.
29
30 The Contractor shall not begin wall construction (including precast concrete facing panel fabrication)
31 until receiving the Engineer's written approval of the material certifications and test results, design
32 calculations and working drawing submittals_
33
34 6- 13.3(3) Excavation and Foundation Preparation
35 Excavation shall conform to Section 2- 09.3(4) and to the limits and construction stages shown in the
36 Plans. Foundation soils found to be unsuitable shall be removed and replaced in accordance with
37 Section 2- 09.3(1)C The foundation for the structure shall be graded level for a width equal to or
38 exceeding the length of reinforcing as shown in the structural earth wall working drawings as approved
39 by the Engineer and, for walls with geogrid reinforcing, in accordance with Section 2 -12.3. Prior to wall
40 construction, the foundation, 6 not in rock, shall be compacted as approved by the Engineer.
41
42 At the foundation level of the bottom course of precast concrete facing panels and concrete blocks, an
43 unreinforced concrete leveling pad shall be provided as shown in the Plans. The leveling pad shall be
44 cured a minimum of 12 hours and have a minimum compressive strength of 1500 psi before
45 placement of the precast concrete facing panels or concrete blocks.
46
' 47 6- 13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication
48 Concrete for precast concrete facing panels shall meet the following requirements:
49
50 1. Have a minimum 28 day compressive strength of 4,000 pounds per square inch, unless
51 otherwise specified in the Special Provisions for specific proprietary wall systems.
52
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1 2. Contain a water - reducing admixture meeting AASHTO M 194 Type A. D, F or G
2
3 3. Be air - entrained, 6 percent:--- 1 112 percent
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5 4 Have a maximum slump of four inches, or six Inches If a Type F or G water reducer is used.
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7 Concrete for dry cast concrete blocks shall meet the following requirements.
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9 1. Have a minimum 28 day compressive strength of 4,000 psi.
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11 2_ Conform to ASTM C 1372, except as otherwise specified.
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13 3. The lot of blocks produced for use in this project shall conform to the following freeze -thaw
14 test requirements when tested in accordance with ASTM C 1262. Minimum acceptable
15 performance shall be defined as weight loss at the conclusion of 150 freeze -thaw cycles not
16 exceeding one percent of the block's initial weight for a minimum of four of the five block
17 specimens tested
18
19 4. The concrete blocks shall have a maximum water absorption of one percent above the water
20 absorption content of the lot of blocks produced and successfully tested for the freeze -thaw
21 test specified in item 3 above_
22
23 Precast concrete facing panels and concrete blocks will be accepted based on successful
24 compressive strength tests and visual inspection The precast concrete facing panels and concrete
25 blocks shall be considered acceptable regardless of curing age when compressive test results indicate
26 that the compressive strength conforms to the 28 -day requirements and when the visual inspection is
27 satisfactorily completed Testing and inspection of precast concrete facing panels shall conform to
28 Section 6 -02.3(28). Testing and inspection of dry cast concrete blocks shall conform to ASTM C 140.
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30 All precast concrete facing panels shall be five feet square, except:
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32 1 for partial panels at the top, bottom, and ends of the wall, and
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34 2 as otherwise shown in the Plans
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36 All precast concrete facing panels shall be manufactured within the following tolerances.
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38 1. All dimensions t 3116 inch,
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40 2. Squareness, as determined by the difference between the two diagonals, shall not exceed
41 1/2 inch.
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43 3. Surface defects on smooth formed surfaces measured on a length of 5 feet shall not exceed
44 1/8 inch. Surface defects on textured - finished surfaces measured on a length of frve feet
45 shall not exceed 5/16 inch.
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47 All concrete blocks shall be manufactured within the following tolerances,
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49 1. Vertical dimensions shall be ± 1/16 inch of the plan dimension, and the rear height shall not
50 exceed the front height
51
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1 2. The dimensions of the grooves in the top and bottom faces of the concrete blocks shall be
2 formed within the tolerances specified by the proprietary wall manufacturer, for the fit required
3 for the block connectors.
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5 3. All other dimensions shall be ± 114 Inch of the plan dimension.
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7 Tie attachment devices, except for geosynthetic reinforcement, shall be set in place to the dimensions
8 and tolerances shown in the Plans prior to casting.
9
10 The forms forming precast concrete facing panels, including the forms for loop pockets and access
11 pockets, and the forms forming the concrete blocks. shall be removed in accordance with the
12 recommendations of the wall manufacturer, wnthout damaging the concrete.
13
14 The concrete surface for the precast concrete facing panel shall have the finish shown in the Plans for
15 the front face and an unformed finish for the rear face The rear face of the precast concrete facing
16 panel shall be roughly screeded to eliminate open pockets of aggregate and surface distortions in
17 excess of 1/4 Inch
18
19 The concrete surface for the front face of the concrete block shall be flat, and shall be a conventional
20 'split face" finish in accordance with the wall manufacturer's specifications. The concrete surface of all
21 other faces shall be Class 2 In accordance with Section 6 -02.3(14)B_ The finish and appearance of
22 the concrete blocks shall also conform to ASTM C 1372. The color of the concrete block shall be
23 concrete gray. unless otherwise shown in the Plans.
24
25 The date of manufacture, production lot number, and the piece - mark. shall be clearly marked on the
26 rear face of each precast concrete facing panel, and marked or tagged on each pallet of concrete
27 blocks
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29 All precast concrete facing panels and concrete blocks shall be handled, stored, and shipped In
30 accordance with Sections 6- 02.3(28)G and 6-02 3(28)H to prevent chipping, cracks, fractures, and
31 excessive bending stresses.
32
33 Precast concrete facing panels in storage shall be supported on firm blocking located immediately
34 adjacent to tie strips to avoid bending the tie strips
35
36 6- 13.3(5) Precast Concrete Facing Panel and Concrete Block Erection
37 The precast concrete facing panels shall be placed vertically. During erection, precast concrete facing
38 panels shall be handled by means of a lifting device set into the upper edge of the panels
39
40 Concrete blocks shall be erected in a running bond fashion in accordance with the wall manufacturer's
41 field construction manual, and may be placed by hand. The top surface of each course of concrete
42 blocks. Including all pockets and recesses, shall be cleaned of backfill and all extraneous materials
43 prior to connecting the reinforcing strips or geosynthetic reinforcing, and placing the next course of
44 concrete blocks. Concrete blocks receiving geosynthetic reinforcement shall be connected as
45 specified in the Special Provisions. Cap block top courses shall be bonded to the lower course of
46 concrete blocks as specified below All other concrete blocks shall be connected with block
47 connectors or pins placed into the connector slots_
48
49 Precast concrete facing panels and concrete blocks shall be placed in successive horizontal lifts as
50 backfill placement proceeds in the sequence shown in the structural earth wall working drawings as
51 approved by the Engineer
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1 External bracing is required for the initial lift for precast concrete facing panels-
2
3 As backfill material is placed behind the precast concrete facing panels, the panels shall be maintained
4 in vertical position by means of temporary wooden wedges placed in the joint at the !unction of the two
5 adjacent panels on the external side of the wall.
6
7 Reinforcing shall be placed normal to the face of the wall, unless otherwise shown in the Plans or
8 directed by the Engineer. Prior to placement of the reinforcing, backfill shall be compacted.
9
10 Geosynthetic reinforcing shall be placed in accordance with Section 2 -12.3 and as follows:
11
12 1 _ The Contractor shall stretch out the geosynthetic in the direction perpendicular to the wall
13 face to remove all slack and wrinkles, and shall hold the geosynthetic in place with soil piles
14 or other methods as recommended by the geosynthetic manufacturer, before placing backfill
15 material over the geosynthetic to the specified cover.
16
17 2. The geosynthetic reinforcement shall be continuous in the direction perpendicular to the wall
18 face from the back face of the concrete panel to the end of the geosynthetic or to the last
19 geognd node at the end of the specified reinforcement length. Geosynthetic splices parallel
20 to the wall face will not be allowed
21
22 At the completion of each course of concrete blocks and prior to installing any block connectors or
23 geosynthetic reinforcement at this level, the Contractor shall check the blocks for level placement in all
24 directions, and shall adjust the blocks by grinding or rear face shimming, or other method as
25 recommended by the structural earth wall manufacturer's representative and as approved by the
26 Engineer, to bring the blocks into a level plane
27
28 For concrete block wall systems receiving a cap block top course, the cap blocks shall be bonded to
29 the lower course with mortar, or with an adhesive capable of bonding the concrete block courses
30 together
31
32 6- 13.3(6) Welded Wire Faced Structural Earth Wall Erection
33 The Contractor shall erect the welded wire wall reinforcement in accordance with the wall
34 manufacturer's field construction manual and as approved by the Engineer. Construction geotextile for
35 wall facing shall be placed between the backfill material within the reinforced zone and the coarse
36 granular material immediately behind the welded wire wall facing, as shown in the Plans and the
37 structural earth wall working drawings as approved by the Engineer.
38
39 6- 13.3(7) Backfill
40 Backfill placement shall closely follow erection of each course of welded wire mats and backing mats.
41 precast concrete facing panels, or concrete blocks. Backfill shall be placed in such a manner as to
42 avoid any damage or disturbance to the wall materials or misalignment of the welded wire mats and
43 backing mats, precast concrete facing panels, or concrete blocks. Backfill shall be placed in a manner
44 that segregation does not occur.
45
46 The Contractor shall place wall backfill over geosynthetic reinforcement. or construction geotextile for
47 wall facing, in accordance with Section 2 -12.3 and as follows.
48
49 1 _ The Contractor shall ensure that six inches minimum of backfill shall be between the geogrid
50 reinforcement, or construction geotextile for wall facing, and any construction vehicle or
51 equipment tires or tracks at all times.
52
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1 Misalignment or distortion of the precast concrete facing panels or concrete blocks due to placement
2 of backfill outside the limits of this specification shall be corrected in a manner as approved by the
3 Engineer.
4
5 The moisture content of the backfill material prior to and during compaction shall be uniformly
6 distributed throughout each layer of material. The moisture content of all backfill material shall
7 conform to Sections 2- 03.3(14)C and 2 -03.3(14)D
8
9 Backfill shall be compacted in accordance with Method C of Section 2 -03.3(14 )C, except as follows:
10
11 1 The maximum lift thickness after compaction shall not exceed ten Inches.
12
13 2 The Contractor shall decrease this It thickness, if necessary, to obtain the specified density
14
15 3 The Contractor shall not use sheepsfoot rollers or rollers with protrusions for compacting
16 backfill reinforced with geosynthetic layers, or for compacrng the first lift of backfill above the
17 construction geosynthetic for wall facing for each layer of welded wire mats. Rollers shall
18 have sufficient capacity to achieve compaction without causing distortion to the face of the
19 wall in accordance with the tolerances specified in Section 6 -13 3(1).
20
21 4. The Contractor shall compact the zone within three feet of the back of the wall facing panels
22 without causing damage to or distortion of the wall facing elements (welded wire mats,
23 backing mats, construction geotexWe for wall facing, precast concrete facing panels, and
24 concrete blocks) by using light mechanical tampers as approved by the Engineer No soil
25 density tests will be taken within this area
26
27 5. For wall systems with geosynthetic reinforcement. the minimum compacted backfill lift
28 thickness of the first lift above each geosynthetic reinforcement layer shall be six inches
29
30 At the end of each day's operation, the Contractor shall shape the last level of backfill to permit runoff
31 of rainwater away from the wall face. In addition, the Contractor shall not allow surface runoff from
32 adjacent areas to enter the wall construction site.
33
34 Wall materials damaged or disturbed during backfill placement shall be either removed and replaced,
35 or adjusted and repaired, by the Contractor as approved by the Engineer at no additional expense to
36 the Contracting Agency
37
38 6- 13.3(8) Guardrail Placement
39 Where guardrail posts are required, the Contractor shall not begin Installing guardrail posts until
40 completing the structural earth wall to the top of wall elevation shown in the Plans. The Contractor
41 shall Install the posts in a manner that prevents movement of the precast concrete facing panels or
42 concrete blocks, and prevents ripping, tearing, or pulling of the wall reinforcement
43
44 The Contractor may cut welded wire reinforcement of welded wire faced structural earth walls to
45 facilitate placing the guardrail posts, but only in the top two welded wire reinforcement layers and only
46 with the approval of the Engineer in a manner that prevents bulging of the wall face and prevents
47 ripping or pulling of the welded wire reinforcement. Holes through the welded wire reinforcement shall
48 be the minimum size necessary for the post. The Contractor shall demonstrate to the Engineer prior to
49 beginning guardrail post Installation that the installation method will not np, tear, or pull the wall
50 reinforcement.
51
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1 The Contractor shall place guardrail posts between the reinforcing strips, reinforcing mesh, and tie
2 strips of the non -geosynthetic reinforced precast concrete panel or concrete block faced structural
3 earth walls- Holes through the reinforcement of geosynthetic reinforced walls. If necessary, shall be
4 the minimum size necessary for the guardrail post.
5
6 6- 13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier
7 SEW traffic barrier and SEW pedestrian barrier shall be constructed in accordance with Sections 6-
8 02 3(11)A and 6- 10.3(2), and the details in the Plans and in the structural earth wall working drawings
9 as approved by the Engineer
10
11 6 -13.4 Measurement
12 Structural earth wall will be measured by the square foot of completed wall in place. The bottom limits
13 for vertical measurement will be the bottom of the bottom mat, for welded wire faced structural earth
14 walls, or the top of the leveling pad (or bottom of wall if no leveling pad is present) for precast concrete
15 panel or concrete block faced structural earth walls. The top limit for vertical measurement will be the
16 top of wall as shown in the Plans. The horizontal limits for measurement are from the end of the wall
17 to the end of the wall
18
19 Backfill for structural earth wall including haul will be measured by the cubic yard in place determined
20 by the limits shown in the Plans.
21
22 SEW traffic barrier, and SEW pedestrian barrier will be measured as specified in Section 6 -10.4 for
23 cast -in -place concrete barrier
24
25 Structure excavation Class 8, structure excavation Class B including haul, and shoring or extra
26 excavation Class B, will be measured in accordance with Section 2 -09.4.
27
28 6 -13.5 Payment
29 Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
30 are Included in the proposal-
31
32 'Structural Earth Wall', per square foot
33 All costs in connection with furnishing materials for, and constructing, structural earth walls.
34 including constructing leveling pads when specified, shall be Included in the unit contract price per
35 square foot for `Structural Earth Wall"
36
37 ' Backfill for Structural Earth Wall Incl Haul', per cubic yard.
38 All costs in connection with furnishing and placing backfill for structural earth wall, Including
39 hauling and compacting the backfill, and fumishing and placing the wall facing backfill for welded
40 wire faced structural earth walls, shall be Included in the unit contract price per cubic yard for
41 'Backfill for Structural Earth Wall Incl. Haul'.
42
43 "SEW Traffic Barrier', per linear foot.
44 'SEW Pedestrian Bamer', per linear foot.
45 The unit contract price per linear foot for "SEW _ Barrier shall be full pay for constructing the
46 barrier on top of the structural earth wall, except that when these bid items are not included in the
47 proposal, all costs in connection with performing the work as specified shall be included in the unit
48 contract price per square foot for 'Structural Earth Wall'.
49
50 "Structure Excavation Class B ", per cubic yard.
51 'Structure Excavation Class B Incl. Haul', per cubic yard
52 'Shoring Or Extra Excavation Class B ", per square foot
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SECTION 6 -14, GEOSYNTHETIC RETAINING WALLS
April 4, 2005
6 -14.1 Description
This work consists of constructing geosynthetic retaining walls, Including those shown in the Standard
Plans
6 -14.2 Materials
Materials shall meet the requirements of the following sections
Gravel Borrow For Geosynthetic Retaining Wall 9- 03.14(4)
Construction Geosynthetic 9 -33
The requirements specified in Section 2 -12.2 for geotextiles shall also apply to geosynthetic and
geogrid materials used for permanent and temporary geosynthetic retaining walls
Other materials required shall be as specified in the Special Provisions
6 -14.3 Construction Requirements
Temporary geosynthetic retaining walls are defined as those walls and wall components constructed
and removed or abandoned before the physical completion date of the project or as shown in the
Plans. All other geosynthetic retaining walls shall be considered as permanent
6- 14.3(1) Quality Assurance
The Contractor shall complete the base of the retaining wall excavation to within plus or minus three
inches of the staked elevations unless otherwise directed by the Engineer The Contractor shall place
the external wall dimensions to within plus or minus two inches of that staked on the ground. The
Contractor shall space the reinforcement layers vertically and place the overlaps to within plus or
minus one inch of that shown in the Plans.
The completed wall(s) shall meet the following tolerances
Permanent Wall Temporary Wall
Deviation from the design
batter and horizontal alignment
for the face when measured
along a ten foot straight edge at
the midpoint of each wall layer
shall not exceed 3 inches 5 inches
Deviation from the overall
design batter per ten feel of wall
height shall not exceed 2 inches 3 inches
Maximum outward bulge of
the face between backfill
reinforcement layers shall
not exceed: 4 inches 6 inches
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6- 14.3(2) Submittals
A minimum of 14 calendar days pnor to beginning construction of each wall the Contractor shall submit
detailed plans for each wall in accordance with Section 6 -01.9. As a minimum, the submittals shall
include the following.
1 Detailed wall plans showing the actual lengths proposed for the geosynthetic reinforcing
layers and the locations of each geosynthetic product proposed for use in each of the
geosynthetic reinforcing layers.
2 The Contractor's proposed wall construction method, including proposed forming systems.
types of equipment to be used and proposed erection sequence.
3 Manufacturer's Certificate of Compliance, samples of the retaining wall geosynthetic and
sewn seams for the purpose of acceptance as specified.
4. Details of geosynthetic retaining wall comer construction, including details of the positive
connection between the wall sections on both sides of the corner.
5. Details of terminating a top layer of retaining wall geosynthetic and backfill due to a changing
retaining wall profile.
Approval of the Contractor's proposed wall construction details and methods shall not relieve the
Contractor of their responsibility to construct the walls in accordance with the requirements of these
Specifications
6- 14.3(3) Excavation and Foundation Preparation
Excavation shall conform to Section 2- 09.3(4), and to the limits and construction stages shown in the
Plans. Foundations soils found to be unsuitable shall be removed and replaced in accordance with
Section 2- 09.3(1)C
The Contractor shall direct all surface runoff from adjacent areas away from the retaining wall
construction site.
6- 14.3(4) Erection and Backfill
The Contractor shall begin wall construction at the lowest portion of the excavation and shall place
each layer honzontally as shown in the Plans. The Contractor shall complete each layer entirely
before beginning the next layer.
Geotextile splices shall consist of a sewn seam or a minimum 1' -0' overlap. Geognd splices shall
consist of adjacent geognd strips butted together and fastened using hog rings, or other methods
approved by the Engineer, in such a manner to prevent the splices from separating during geogrid
installation and backfilling. Splices exposed at the wall face shall prevent loss of ball material
through the face. The splicing material exposed at the wall face shall be as durable and strong as the
material to which the splices are tied The Contractor shall offset geosynthetic splices in one layer
from those in the other layers such that the splices shall not line up vertically. Splices parallel to the
wall face will not be allowed, as shown in the Plans.
The Contractor shall stretch out the geosynthetic in the direction perpendicular to the wall face to
ensure that no slack or wrinkles exist in the geosynthetic prior to backfilling.
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1 For geogrids, the length of the reinforcement required as shown In the Plans shall be defined as the
2 distance between the geosynthetic wrapped face and the last geognd node at the end of the
3 reinforcement In the wall backfill.
4
5 The Contractor shall place fill material on the geosynthetic in lifts such that six Inches minimum of fill
6 material is between the vehicle or equipment tires or tracks and the geosynthetic at all times. The
7 Contractor shall remove all particles within the backfill material greater than three inches in size.
8 Turning of vehicles on the first lift above the geosynthetic will not be permitted The Contractor shall
9 not end dump fill material directly on the geosynthetic without the prior approval of the Engineer.
10
11 Should the geosynthetic be damaged or the splices disturbed, the backfill around the damaged or
12 displaced area shall be removed and the damaged strip of geosynthetic replaced by the Contractor at
13 no expense to the Contracting Agency.
14
15 The Contractor shall use a temporary form system to prevent sagging of the geosynthetic facing
16 elements during construction. A typical example of a temporary form system and sequence of wall
17 construction required when using this form are detailed in the Plans. Soil piles or the geosynthetic
18 manufacturer's recommended method, in combination with the forming system shall be used to hold
19 the geosynthetic in place until the specified cover material is placed
20
21 The Contractor shall place and compact the wall backfill in accordance with the wall construction
22 sequence detailed in the Plans and Method C of Section 2- 03.3(14)D, except as follows:
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24 1. The maximum lift thickness after compaction shall not exceed ten inches
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26 2 The Contractor shall decrease this lift thickness, if necessary, to obtain the specified density.
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28 3. Rollers shall have sufficient capacity to achieve compaction without causing distortion to the
29 face of the wall in accordance with Section 6- 14.3(1)
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31 4 The Contractor shall not use sheepsfoot rollers or rollers with protrusions.
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33 5. The Contractor shall compact the zone within three feet of the back of the wall facing panels
34 without causing damage to or distortion of the wall facing elements (welded wire mats,
35 backing mats, construction geotextile for wall facing, precast concrete facing panels, and
36 concrete blocks) by using light mechanical tampers as approved by the Engineer. No soil
37 density tests will be taken within this area.
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39 6. For wall systems with geosynthetic reinforcement, the minimum compacted backfill lift
40 thickness of the first lift above each geosynthetic reinforcement layer shall be six inches.
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42 The Contractor shall construct wall comers at the locations shown in the Plans, and in accordance with
43 the wall comer construction sequence and method submitted by the Contractor and approved by the
44 Engineer. Wall angle points with an interior angle of less than 150 degrees shall be considered to be a
45 wall corner The wall corner shall provide a positive connection between the sections of the wall on
46 each side of the comer such that the wall backfill material cannot spill out through the comer at any
47 time during the design life of the wall. The Contractor shall construct the wall comer such that the wall
48 sections on both sides of the corner attain the full geosynthetic layer embedment lengths shown in the
49 Plans.
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51 Where required by retaining wall profile grade, the Contractor shall terminate top layers of retaining
52 wall geosynthetic and backfill in accordance with the method submitted by the Contractor and
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approved by the Engineer. The end of each layer at the top of the wall shall be constructed in a
manner which prevents wall backfill material from spilling out the face of the wall throughout the life of
the wall. If the profile of the top of the wall changes at a rate of 1.1 or steeper, this change in top of
wall profile shall be considered to be a comer.
6- 14.3(5) Guardrail Placement
The Contractor shall Install guardrail posts as shown in the Plans after completing the wall, but before
the permanent facing is installed. The Contractor shall install the posts in a manner that prevents
bulging of the wall face and prevents ripping, tearing, or pulling of the geosynthetic reinforcement
Holes through the geosynthetic reinforcement shall be the minimum size necessary for the post. The
Contractor shall demonstrate to the Engineer prior to beginning guardrail post Installation that the
installation method will not rip, tear, or pull the geosynthetic reinforcement.
6- 14.3(6) Permanent Facing
The Contractor shall apply a permanent facing to the surface of all permanent geosynthetic retaining
walls as shown in the Plans. Shotcrete facing, if shown in the Plans, shall conform to Section 6 -16.
Concrete fascia panel, if shown in the Plans, shall conform to Section 6- 15.3(9).
6- 14.3(7) Geosynthetic Retaining Wall Traffic Barrier and Geosynthetic Retaining Wall
Pedestrian Barrier
Geosynthetic wall traffic barrier (single slope and f- shape) and geosynthetic retaining wall pedestrian
barrier shall be constructed in accordance with Sections 6 -02 3(11)A and 6- 10.3(2), and the details In
the Plans
6 -14.4 Measurement
Permanent geosynthetic retaining wall and temporary geosynthetic retaining wall will be measured by
the square foot of face of completed wall.
Borrow for geosynthetic retaining wall backfill will be measured as specified in Section 2 -03.4.
Shotcrete facing and concrete fascia panel will be measured by the square foot surface area of the
completed facing or fascia panel, measured to the neat lines of the facing or panel as shown in the
Plans.
Geosynthetic wall single slope traffic barrier, geosynthetic wall f -shape traffic barrier, and geosynthetic
retaining wall pedestrian barrier will be measured as specked in Section 6 -10.4 for cast -in -place
concrete bamer
Structure excavation Class B, structure excavation Class B Including haul, and shoring or extra
excavation Class B, will be measured in accordance with Section 2 -09 4
6 -14.5 Payment
Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
are included in the proposal:
"Geosynthetic Retaining Wall ", per square foot.
'Temporary Geosynthetic Retaining Wall ", per square foot.
All costs in connection with constructing the temporary or permanent geosynthetic retaining wall
as specified shall be Included in the unit contract price per square foot for "Geosynthetic Retaining
Wall" and `Temporary Geosynthetic Retaining Wall ", including compaction of the backfill material
and fumishing and installing the temporary forming system.
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"Borrow for Geosynthetic Wall Incl. Haul', per ton or per cubic yard.
All costs in connection with furnishing and placing backfill material for temporary or permanent
geosynthetic retaining walls as specified shall be included in the unit contract price per ton or per
cubic yard for'Borrow for Geosynthetic Wall Incl Haul'
'Concrete Fascia Panel ", per square foot
All costs in connection with constructing the concrete fascia panels as specified shall be included
in the unit contract puce per square foot for "Concrete Fascia Panel ", including all steel reinforcing
bars. premolded point filler, polyethylene bond breaker strip, point sealant, pvc pipe for weep holes,
exterior surface finish, and pigmented sealer (when specified).
Shotcrete facing will be paid for in accordance with Section 6-18.5_
'Geosynthetic Wall Single Slope Traffic Barrier', per linear foot.
'Geosynthetic Wall F -Shape Traffic Barrier", per linear foot.
'Geosynthetic Retaining Wall Pedestrian Barrier', per linear foot
The unit contract price per linear foot for "Geosynthetic Wall Single Slope Traffic Barrier',
'Geosynthetic Wall F -Shape Traffic Barner', and 'Geosynthetic Retaining Wall Pedestrian Barrier'
shall be full pay for constructing the barrier on top of the geosynthetic retaining wall.
"Structure Excavation Class B*. per cubic yard.
`Structure Excavation Class B Incl Haul', per cubic yard.
"Shoring Or Extra Excavation Gass B', per square foot.
SECTION 6 -15, SOIL NAIL WALLS
April 5, 2004
6 -15.1 Description
This work consists of constructing soil nail walls.
6 -15.2 Materials
Materials shall meet the requirements of the following section:
Prefabricated Drainage Mat
9- 33.2(3)
Other materials required, including materials for soil nails, shall be as specked in the Special
Provisions-
6-15.3 Construction Requirements
6- 15.3(1) General Description
Soil nailing shall consist of excavating to the layer limits shown in the Plans, drilling holes at the
specified angle into the native material, placing and grouting epoxy coated or encapsulated steel
reinforcing bars (soil nails) in the drilled holes, placing prefabricated drainage material and steel
reinforcement, and applying a shotcrete facing over the steel reinforcement. After completing the wall
to full height, the Contractor shall construct the concrete fascia panels as shown in the Plans.
All proprietary items used in the soil nailed structure shall be installed in accordance with the
manufacturer's recommendations. In the event of a conflict between the manufacturer's
recommendations and these specifications, these specifications shall prevail
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1 6- 15.3(2) Contractor's Experience Requirements
2 The Contractor or Subcontractor performing this work shall have completed at least five projects,
3 within the last five years, involving construction of retaining walls using soil nails or ground anchors or
4 shall have completed the construction of two or more projects totaling at least 15,000 square feet of
5 retaining wall with a minimum total of 500 soil nails or ground anchors
6
7 The Contractor shall assign an engineer with at least three years of experience in the design and
8 construction of permanently anchored or nailed structures to supervise the work. The Contractor shall
9 not use consultants or manufacturer's representatives In order to meet the requirements of this
10 section Drill operators and on -site supervisors shall have a minimum of one year experience installing
11 permanent soil nails or ground anchors
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13 Contractors or Subcontractors that are specifically prequalified in Class 36 work will be considered to
14 have met the above experience requirements.
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16 6- 15.3(3) Submittals
17 Work shall not begin on any soil nail wall system until the Engineer has approved all of the required
18 submittals. The Contractor shall submit the following information in accordance with Section 6-01 9
19 not less than 30 calendar days prior to the start of wall excavation.
20
21 1 A brief description of each project satisfying the Contractors Experience Requirements
22 with the Owner's name and current phone number (this item is not required if the
23 Contractor or Subcontractor is prequalifred in Class 36).
24
25 2. A list identifying the following personnel assigned to this project and their experience with
26 permanently anchored or nailed structures:
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28 a. Supervising Engineer
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30 b Drill Operators
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32 c. On -site Supervisors who will be assigned to the project.
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34 3 The proposed detailed construction procedure which includes-
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36 a. Proposed method(s) of excavation of the soil and/or rock.
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38 b. A plan for the removal and control of groundwater encountered during excavation,
39 drilling, and other earth moving activities. Include a list of the equipment used to
40 remove and control groundwater.
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42 c Proposed drilling methods and equipment.
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44 d Proposed hole diameter(s).
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46 a Proposed method of soil nail installation.
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48 f. Grout mix design and procedures for placing the grout
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50 g. Shotcrete mix design with compressive strength test results.
51
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1 h Procedures for placing the shotcrete (include placement in conditions when ground
2 water is encountered).
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4 i Encapsulation system for additional corrosion protection selected for the soil nails
5 and anchorages requiring encapsulation
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7 4 Detailed working drawings of the method proposed for the soil nail testing which includes-
8
9 a. All necessary drawings and details to clearly describe the proposed system of
10 hacking support, framing, and bracing to be used during testing.
11
12 b. Calibration data for each load cell. test lack, pressure gauge, stroke counter on the
13 grout pump, and master gauge to be used. The calibration tests shall have been
14 performed by an independent testing laboratory, and tests shall have been
15 performed within 60 calendar days of the date submitted. Testing or work shall not
16 commence until the Engineer has approved the load cell, jack, pressure gage, and
17 master pressure gauge calibrations.
18
19 5. Certified mill test results and typical stress - strain curves along with samples from each heat,
20 property marked, for the soil nail steel. The typical stress - strain curve shall be obtained by
21 approved standard practices. The guaranteed ultimate strength, yield strength, elongation,
22 and composition shall be specified
23
24 6- 15.3(4) Preconstruction Conference
25 A soil nail preconstruction conference shall be held at least five working days prior to the Contractor
26 beginning any permanent soil nail work at the site to discuss construction procedures, personnel and
27 equipment to be used. The list of materials specified on the Record of Materials Form (ROM) for this
28 item of work will also be discussed. Those attending shall include
29
30 1. (representing the Contractor) The superintendent, on site supervisors, and all foremen in
31 charge of excavating the soil face, drilling the soil nail hole, placing the soil nail and grout,
32 placing the shotcrete facing, and tensioning and testing the soil nail.
33
34 2 (representing the Contracting Agency) The Project Engineer, key inspection personnel, and
35 representatives from the WSDOT Construction Office and Materials Laboratory Geotechnical
36 Services Branch
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38 If the Contractor's key personnel change, or if the Contractor proposes a significant revision of the
39 approved permanent soil nail Installation plan, an additional conference shall be held before any
40 additional permanent soil nail operations are performed
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42 6- 15.3(5) Earthwork
43 The ground contour above the wall shall be established to its final configuration and backslope as
44 shown in the Plans prior to beginning excavation of the soil for the first row of soil nails. All excavation
45 shall conform to Section 2 -03.
46
47 The excavation shall proceed from the top down in a horizontal lift sequence with the ground level
48 excavated no more than 3 feet below the elevation of the row of nails to be installed in that lift. The
49 excavated vertical wall face should not be left open more than 24 hours for any reason A lift shall not
50 be excavated until the nail installation and reinforced shotcrete placement for the preceding lift has
51 been completed and accepted. After a lift is excavated, the cut surface shall be cleaned of all loose
52 materials, mud, rebound, and other foreign matter that could prevent or reduce shotcrete bond
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The accuracy of the ground cut shall be such that the required thickness of shotcrete can be placed
within a tolerance of plus or minus 2 inches from the defined face of the wall, and overexcavation does
not damage overlying shotcrete sections by undermining or other causes.
The Contractor should review the geotechnical recommendations report prepared for this project for
further information on the soil conditions at the location of each wall. Copies of the geotechrncal
recommendations report are available for review by prospective bidders at the location identified in the
Special Provisions
6- 13.3(6) Soil Nailing
The Contractor shall not handle and transport the encapsulated soil nails until the encapsulation grout
has reached sufficient strength to resist damage during handling. The Contractor shall handle the
encapsulated soil nails in such a manner to prevent large deflections or distortions during handling.
When handling or transporting encapsulated soil nails, the Contractor shall provide slings or other
equipment necessary to prevent damage to the soil nails and the corrosion protection. The Engineer
may reject any encapsulated nail which is damaged during transportation or handling. Damaged or
defective encapsulation shall be repaired in accordance with the manufacturer's recommendations and
as approved by the Engineer
Soil nails shall be handled and sorted in such a manner as to avoid damage or corrosion Prior to
inserting a soil nail in the drilled hole, the Contractor and the Engineer will examine the soil nail for
damage. If, in the opinion of the Engineer, the epoxy coating or bar has been damaged, the nail shall
be repaired If, in the opinion of the Engineer, the damage is beyond repair, the soil nail shall be
rejected.
If, in the opinion of the Engineer, the epoxy coating can be repaired, the Contractor shall patch the
coating with an Engineer approved patching material
Nail holes shall be drilled at the locations shown in the Plans or as staked by the Engineer. The nails
shall be positioned plus or minus 6 inches from the theoretical location shown in the Plans. The
Contractor shall select the drilling method and the grouting pressure used for the installation of the soil
nail. The drill hole shall be located so that the longitudinal axis of the drill hole and the longitudinal
axis of the nail are parallel At the point of entry the soil nail shall be installed within plus or minus
three degrees of the inclination from horizontal shown in the Plans, and the nail shall be within plus or
minus three degrees of a line drawn perpendicular to the face of the wall unless otherwise shown in
the Plans.
Water or other liquids shall not be used to flush cuttings during drilling, but air may be used. After
drilling, the nail shall be installed and fully grouted before placing the shotcrete facing. The nail shall
be inserted into the drilled hole with centralizers to the desired depth in such a manner as to prevent
damage to the drilled hole, sheathing or epoxy during installation The centralizers shall provide a
minimum of 0.5 inches of grout cover over the soil nail and shall be spaced no further than eight feet
apart. When the soil nail cannot be completely inserted into the drilled hole without difficulty, the
Contractor shall remove the nail from the drilled hole and clean or redrill the hole to permit insertion.
Partially inserted soil nails shall not be driven or forced into the hole Subsidence, or any other
detrimental impact from drilling shall be cause for immediate cessation of drilling and repair of all
damages in a manner approved by the Engineer at no additional cost to the Contracting Agency.
If caving conditions are encountered, no further drilling will be allowed until the Contractor selects a
method to prevent ground movement. The Contractor may use temporary casing. The Contractor's
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1
1 method to prevent ground movement shall be approved by the Engineer, The casings for the rail
2 holes, if used_ shall be removed as the grout is Ding plat-ed.
3
4 Where necessary for stability of the excavation fare, a sealing Jayer of shot rele may be placed before
5 drilling is started, or the Contractor shall have the option of drilling and grouting of nalls through a
6 stabilizing berm of native soil at the face of the excavation The stabilizing berm shall extend
7 horizontally from the sail face and from the face of the shotarete a minimum cfistartce of one font, and
8 sharp be cut down from that point at a safe slope, no steeper than 1HAV unless approved by, the
9 Engineer, The berm shall be excavated to final grade ;after installation and full length grouting of the
10 nails. Mails damaged during berm excavation shall be repaired or replaced by the Contractor. to the
11 satisfaction c f the Engineer, at no added cost to the Contracting Agency.
12
13 If sections of the wall are oonstructed at different times than the adjacent soil nail sections, the
14 Contractor shall use stabilizing berms, temporary slopes, or ether measures, as approved by the
15 Engineer, to prevent sloughing or failure of the adjacent soil nail sections,
16
17 If cobbles and beukters are encountered at the soil face curing excavation, the Contractor shall
16 remove all cobbles and boulders that protr`,urle from the soil face into the design wall section and fill the
19 void with shoterete_ AN shotcrete used lax fill voids treated by removal of cobbles and boulders shall be
20 incidental to shottrete facing.
21
22 The igrout equipment shall produce a grout free of lumps and undispersed cement_ A positive
23 displacement grout pump shall be used The pump shall be equipped +Kith a pressure gauge near the
24 discharge end to monitor grout pressures, The pressure gauge shall be capable of measuring
25 pressures of at least 150 psi or Wee the actual grout pressures used by the Contractor, whichever is
26 greater. The grouting equipment shall to sized to enable the grout to be pumped in one continuous
27 operation. The mixes shall be capable of continuously agitating the grout
8
213 The grout shall be injected from the lowest point of the drilled hole. The grout shall be pumped through
30 grout tubes after insertion of the soil nail. The quanfkty of the grout and the grout pmssures shall be
31 recorded. The grout pressures and grout takes shall be controlled to prevent excessive ground heave.
32
33 6. 15.3(7) Shoterets Facing
34 prior to placing any shotcrete on an excavated layer, the Contractor shall vertically enter
35 prefabricated drainage mat between the columns of nails as shown in the Plans, The prefabricated
36 drainage mat shall be installed in accordance with the manufacturer's recommendations The
37 permeable drain side shall be placed against the exposed sail face_ The prefabricated drainage mat
38 shall to installed after each excavation Gft and shall be hydraulically connected with the prefabricated
39 drainage mat previously placed, such that the vertical flow of water Is net impeded. The Contractor
40 shall tape all joints In the prefabhuted drainage mat to prevent shotcrete intrusion during shotcrete
41 application.
42
43 The Contractor shall plat steel reinforcing bars and welded wire fabric, and apply the sholcrete facing
44 in accordance with Section 6 -18 and the details shown in the Plans,
45
46 The shotcrale shall be rcrnstructed to the minimum thickness as shown, in the Plans. Costs associated
47 with additional thickness of shotcrete due to overexoavation or irregularities in lie cult face shall be
48 borne by the !Contractor
49
50 Each sail :nail shall be secured at the shotcrete facing with a steep plate as shown in the Plans. The
51 plate shall be seated on a wet grout pad of a pasty consistency similar to that of mortar for brick- laying.
52 The nut shall then be sufficiently tightened to achieve full bearing surface behind the plate. After the
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shotcrete and grout have had time to gain the specified strength, the nut shall be tightened with at
lest 100 foot -pa unds of torque.
6- 15.3(8) Soil iNall Testing and Acceptance
Both v,erifcation and proof testing of the nails is required. The Contractor shall supply all materials,
equipment, and labor to perform the tests. The C.ontraacr shall submit all test data to the ENineer.
The testing equipment shall include a dial gauge or vernier scale capable of measuring to 4 001 inch
of the around anchor movement. A 'hydraulic jack and pump shall be used to apply the test load. The
movement-measuring device shall have a minimum gravel equal to the theoretical elastic elongation of
the total nail length plus 1 inch. The dial gauge or vernier scale shall be aligned so that its axis is
within 5 degrees from the axis of the nail and shall be monitored with a reference system that is
independent of the jar-king system and excavation face.
The jack and pressure gauge shall to calibrated by an independent testing laboratory as a unit. Each
load cell, lest jack and pressure gauge, grout pump stroke counter, and master gauge, shall be
calibrated as specified in Section 6- 15.3(3) item 4b. Additionally, the Contractor shall not use load
cells, test jacks and pressure gauges, grout pump stroke counters, and master gauges, greater than
60 calendar days past their most recent calibration date, until such Rems are re- calibrated by an
independent testing laboratory.
The pressure gauge shall be graduated in 100 psi increments or less, They pressure gauge will be
used to measure the applied load. The pressure gauge shall be selected to pla the maximum test
load within the middle two - thirds of the range of the gauge. The ram travel of the jack shall not be less
than the theoretical elastic elongation of the total length at the maximum test load plus 1 inch, The
jack shall be independently supported and centered over the nail see that the nail does not carry the
weight of the jack. The Contractor shall have a second calibrated jack pressure gauge at the site.
Calibration data shall provide a specific refe=rence to the jack and the pressure gauge.
The loads on the nails during the verification and proof tests shall be monitored to verify consistency of
toad defined as maintaining the test toad w4hin five percent of the specified value. Test loads less
than 20,110 pounds shall be rrioMored by the jack pressure gauge_ Test loads equal to or greater
than 20,OOO pounds shall be monitored with an aleclric or hydraulic load Cell. The Contractor shall
provide the loan cell, the readout device, and a recent calibration curve. The Ioad cell shall be
selacted to place they maximum test load w +thin the middle two-thirds of ft range of the load tell. The
stressinq equipment shall be placed rivet` th -a nail in such a manner that the jack bearing plates, load
cell and stressing anchorage are in alignment_
Nails to to tested small be initially grouted no closer to the excavatiton face than the dimension shown
in the plans. After placing the grout, they nail shall rernaln undisturbed until the grout has reacfie-d a
strength sufficient to provide resistance during testing. Grouting to the excavation face shall to
completed after successful testing has been performed. Test nails which are not part of the permanent
wall may be left in the ground, provided the drill hales for the nails are completely filled with grout or
eon- structural filler after testing,
Load testing shall be performed against a temporary bearing yoke= or reaction frame which bears
directly against the existing soil or the shotcrete facing. Temporary bearing pads shall be kept a
minimum of 12 inches from the edges of the drilled hole unless a rigid steel plate is used to distribute
the stress around the drilled hole. If a steel plate is used, it shall be a minimum of 3 feet ware and of
suffie lent thickneys.s that d will distribute the load' evenly to they sail. Where the reaction frame bears
directly against the shotcrate, the reaction frarne shall be des4jned to prevent fracture of they shotcrete,
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1 No part of the reaction frame shall bear within 12 Inches of the edge of the test nail blockout unless
2 othervwse approved by the Engineer
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4 6- 15.3(8)A Verification Testing
5 Verification testing shall be performed on nails installed within the pattern of production nails to verify
6 the Contractor's procedures, hole diameter, and design assumptions No drilling or installation of
7 production nails will be permitted in any ground/rock unit unless successful verification testing of
8 anchors in that unit has been completed and approved by the Engineer, using the same equipment,
9 methods, nail inclination, nail length, and hole diameter as planned for the production nails. Changes
10 in the drilling or installation method may require additional verification testing as determined by the
11 Engineer and shall be done at no additional expense to the Contracting Agency Verification tests may
12 be performed prior to excavation for the soil nail wall
13
14 Successful verification tests are required within the limits as specified in the Special Provisions. Test
15 nail locations within these limits shall be at locations selected by the Engineer.
16
17 The design details of the verification testing, including the system for distributing test load pressures to
18 the excavation surface and appropriate nail bar size and reaction plate, shall be developed by the
19 Contractor, subject to approval by the Engineer. The intent is to stress the bond between the grout
20 and the surrounding soil /rock to at least twice the design load transfer_
21
22 The bar shall be proportioned such that the maximum stress at 200 percent of the test load does not
23 exceed 80 percent of the yield strength of the steel. The jack shall be positioned at the beginning of
24 the test such that unloading and repositioning of the hack during the test will not be required The
25 verification tests shall be made by incrementally loading the nails in accordance with the following
26 schedule of hold time:
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28 AL 1 minute
29 0.25TL 10 minutes
30 0.50TL 10 minutes
31 0.75TL 10 minutes
32 1 OOTL 10 minutes
33 1 25T 10 minutes
34 1.5OTL 60 minutes
35 1.75TL 10 minutes
36 2.00TL 10 minutes
37 AL = Nail Alignment Load
38 TL = Nail Test Load
39
40 The test load shall be determined by the following equation = Test Load (TL) = Bond Length (BL)
41 X Design Load Transfer (DLT).
42
43 The load shall to applied in increments of 25 percent of the test load. Each load increment shall be
44 held for at least 10 minutes Measurement of nail movement shall be obtained at each load increment
45 The load -hold period shall start as soon as the load is applied and the nail movement with respect to a
46 fixed reference shall be measured and recorded at 1 minute, 2, 3, 5, 6, 10, 20. 30, 50. and 60 minutes.
47
48 The Engineer will evaluate the results of each verification test and make a determination of the
49 suitability of the test and of the Contractor's proposed production nail design and installation system.
50 Tests which fail to meet the design criteria will require additional verification testing or an approved
51 revision to the Contractor's proposed production nail design and installation system. If a nail fails in
52 creep, retesting will not be allowed.
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2 A verification tested nail with a 60 minute load hold at 1.5OTL Is acceptable if
3
4 1 The nail carves the test load with a creep rate that does not exceed 0 08 inch per log cycle of
5 time and is at a linear or decreasing creep rate.
6
7 2. The total movement at the test load exceeds 60 percent of the theoretical elastic elongation
8 of the non - bonded length
9
10 Furthermore, a pullout failure shall not occur for the verification test anchor at the 2.OTL maximum
11 load. Pullout failure load is defined as the load at which attempts to increase the test load result only
12 in continued pullout movement of the test nail without a sustainable increase in the test load.
13
14 The nails used for verification tests shall be sacrificial and shall not be used for production. The
15 Contractor shall cut and remove the exposed end of all soil nails used for verification tests a minimum
16 of two feet inside the finished groundline.
17
18 6- 15.3(8)8 Proof Testing
19 Proof tests shall be performed on production nails at the locations selected by the Engineer. Up to five
20 percent of the production nails will be tested Prior to testing, only the bond length (BL) portion of the
21 nail shall be grouted. The Contractor shall maintain the side -wall stability of the drill hole for the non -
22 grouted portion during the test_ Once proof testing is completed, the remainder of the proof tested nail
23 shall be grouted. The bond length shall be determined from the Nail Schedule and Test Nail Detail
24 shown in the Plans.
25
26 Proof tests shall be performed by incrementally loading the nail in accordance with the schedule
27 below. The anchor movement shall be measured and recorded to the nearest 0.001 inch with respect
28 to an independent fixed reference point in the same manner as for the verification tests at the
29 alignment load and at each increment of load. The load shall be monitored in accordance with Section
30 6- 15.3(8). The scheduling of hold times shall be as follows:
31
32 AL 1 minute
33 0.25TL 5 minutes
34 0.50TL 5 minutes
35 0.75TL 5 minutes '
36 1.00TL 5 minutes
37 1.25TL 5 minutes
38 1.50TL 10 minutes
39 AL = Nail Alignment Load
40 TL = Nail Test Load
41
42 The maximum load in a proof test shall be held for 10 minutes. The load hold period shall start as
43 soon as the maximum load is applied and the nail movement with respect to an independent fixed
44 reference shall be measured and retarded at 1, 2, 3, 4, 5, 6, and 10 minutes. The nail movement
45 between 1 minute and 10 minutes shall not exceed 0.04 inches. If the nail movement between 1 and
46 10 minutes exceeds 0.04 inches, the maximum load shall be held an additional 50 minutes. If the load
47 hold is extended, the nail movement shall be recorded at 20, 30, 50, and 60 minutes If a nail fads in
48 creep. retesting will not be allowed
49
50 A proof tested nail is acceptable if
51
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The nail Carnes the maximum load with less than 0.04 inches of movement between 1 minute
and 10 minutes, unless the load hold extended to 60 minutes, in which case the nail would be
acceptable if the creep rate does not exceed 0.08 inches per log cycle of time
2. The total movement at the maximum load exceeded 60 percent of the theoretical elastic
elongation of the non - bonded length
3 The creep rate is not increasing with time during the load hold period
Due to the requirement for a non - bonded zone for testing purposes, the Contractor shall develop an
Installation method which will assure the stability of the non- bonded portion of the hole during testing
and will allow for the non bonded zone to be grouted against the ground after testing.
If a proof test fails, the Engineer may direct the Contractor to replace some or all of the installed
production nails between the failed test and an adjacent proof test nail that has met the test criteria.
The Engineer may also require additional proof testing, All additional proof tests, and all installation of
additional or modified nails, shall be performed at no additional expense to the Contracting Agency.
6- 15.3(9) Concrete Fascia Panels
The Contractor shall construct the concrete fascia panels in accordance with Section 6-02 and the
details In the Plans. The concrete fascia panels shall be cured in accordance wrth the Section 6-
02.3(11) requirements specified for retaining walls. The Contractor shall provide the specified surface
finish as noted, and to the limits shown, in the Plans to the exterior concrete surface. When noted in
the Plans, the Contractor shall apply pigmented sealer to the limits shown in the Plans.
Asphalt or cement concrete gutter shall be constructed as shown in the Plans and as specified In
Section 8 -04.
6 -15.4 Measurement
Prefabricated drainage mat will be measured by the square yard of matenal fumished and Installed.
Soil nails will be measured per each for each soil nail installed and accepted
The soil nail verification testing program will not be measured but will be paid for on a lump sum basis.
Shotcrete facing and concrete fascia panel will be measured by the square foot surface area of the
completed facing or fascia panel, measured to the neat lines of the facing or panel as shown in the
Plans
6 -15.5 Payment
Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
are included In the proposal
"Soil Nail - Epoxy Coated ", per each.
"Soil Nail - Encapsulated ", per each.
All costs in connection with furnishing and installing the soil nails as specified shall be included In
the unit contract price per each for 'Soil Nail - including all drilling, grouting, centralizers,
bearing plates, welded shear connectors, nuts. proof testing, and other work required for
installation of each soil nail,
"Prefabricated Drainage Mat ", per square yard.
CITY OF SPOKANE VALLEY
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"Soil Nall Verification Test', lump sum.
'Concrete Fascia Panel', per square foot
All costs in connection with constructing the concrete fascia panels as specified shall be Included
in the unit contract price per square foot for 'Concrete Fascia Panel', including all steel reinforcing
bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, pvc pipe for weep holes,
exterior surface finish, and pigmented sealer (when specified).
Shotcrete facing will be paid for in accordance with Section 6 -18.5.
Unless otherwise specified, all costs In connection with excavation in front of the back face of the
shotcrete facing shall be included in the unit contract price per cubic yard for "Roadway
Excavation' or'Roadway Excavation Incl. Haul' as speed in Section 2 -03.5.
SECTION 6 -16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS
April 4, 2005
6 -16.1 Description
This work consists of constructing soldier pile walls and soldier pile tieback walls
6 -16.2 Materials
Matenals shall meet the requirements of the following sections:
Controlled Density Fill
2- 09.3(1)E
Cement
9 -01
Aggregates for Portland Cement Concrete
9 -03.1
Gravel Backfill
9-03.12
Premolded Joint Filler
9- 04.1(2)
Welded Shear Studs
9 -06.15
Steel Reinforcing Bar
9 -07.2
Epoxy - Coated Steel Reinforcing Bar
9 -07.3
Paints
9 -08
Timber Lagging
9-092
Preservative Treatment for Timber Lagging
9- 09.3(1)
Soldier Piles
9 -10.5
Concrete Curing Materials and Admixtures
9-23
Fly Ash
9 -23.9
Water
9 -25
Prefabricated Drainage Mat
9- 312(3)
Other materials required shall be as specified in the Special Provisions.
6 -16.3 Construction Requirements
6- 16.3(1) Quality Assurance
The steel soldier piles shall be placed so that the center line of the pile at the top is within 1 inch of the
plan location. The steel soldier pile shall be plumb, to within 0 5 percent of the length based on the
total length of the pile
Welding, repair welding, and welding inspection shall conform to the Section 6- 03.3(25) requirements
for welding, repair welding, and welding inspection for all other steel fabrication.
CITY OF SPOKANE VALLEY
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1 6- 16.3(2) Submittals
2 The Contractor shall submit shop plans as specified In Section 6- 03.3(7) for all structural steel,
3 including the steel soldier piles and the permanent ground anchors to the Engineer for approval
4
5 The Contractor shall submit the permanent ground anchor grout mix design and the procedures for
6 placing the grout to the Engineer for approval
7
8 The Contractor shall submit forming plans for the concrete fascia panels, as specified in Sections 6-
9 02.3(16) and 6 -02.3(17), to the Engineer for approval.
10
11 1 Where the lateral pressure from concrete placement, as specified In Section 6- 02.3(17)J, is
12 less than or equal to the design earth pressure, the Contractor may be forms directly to the
13 soldier piles
14
15 2. Where the lateral pressure from concrete placement, as specified in Section 6- 02.3(17)J, is
16 greater than the design earth pressure, the Contractor shall follow one of the following
17 procedures:
18
19 a. Tie the forms to strongbacks behind the lagging, or use some other system that
20 confines the pressure from concrete placement between the lagging and the form
21 panels, in addition to the ties to the soldier piles.
22
23 b Reduce the rate of placing concrete to reduce the pressure from concrete placement
24 to less than or equal to the design earth pressure in addition to the ties to the soldier
25 piles.
26
27 c. Follow a procedure with a combination of a. and b
28
29 3. The Contractor shall design the forms for an appropriate rate of placing concrete so that no
30 cold joints occur, considering the wall thickness and height, and volume of concrete to be
31 placed.
32
33 The Contractor shall submit four copies of a shaft installation plan in accordance with Section 6-01.9
34 not less than 30 calendar days prior to the beginning of shaft construction. In preparing the submittal,
35 the Contractor shall reference the available subsurface data provided in the contract test hole boring
36 logs and the geotechnical report(s) prepared for this project. This plan shall provide at least the
37 following information:
38
39 1. An overall construction operation sequence and the sequence of shaft construction.
40
41 2. List, description, and capacities of proposed equipment including but not limited to cranes,
42 drills, augers, bailing buckets, final cleaning equipment, and drilling units. The narrative shall
43 describe why the equipment was selected, and describe equipment suitability to the
44 anticipated site and subsurface conditions. The narrative shall include a project history of the
45 dniling equipment demonstrating the successful use of the equipment on shafts of equal or
46 greater size in similar soil/rock conditions.
47
48 1 Details of shaft excavation methods including proposed dulling methods, methods for
49 cleanout of the shafts, disposal plan for excavated matenal and drilling slurry (if applicable),
50 and a review of method suitability to the anticipated site and subsurface conditions.
51
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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4. Details of the methods) to be used to ensure shaft stability jl.e., prevention of caving, bottom
heave, etc. using temporary casing, slurry, or other means) during excavation and concrete
placement_ This shall include a review of method suitability to the anticipated site and
subsurface condtions. If temporary casings are proposed, casing dimensions and detailed
procedures for casing installation and removal shall be provided. If slurry is proposed,
detailed procedures for mixing, using, maintaining, and disposing of the slurry shall be
provided. A detailed mix design. and a discussion of its suitability to the anticipated
subsurface candibons shall also be provided for the proposed slurry.
6. Details of soldier pile placement 'including internal support bracing and centralization
methods.
6- Details of concrete placement including proposed operational procedures for pumping and/or
tremle methods.
7, Details of the device used to prevent unauthorized entry into a shaft excavation.
6, The mefd to be used to form the horizontal construction jcOnt at the top elevation specified
for concrete Class 4000P in the shaft:.
Work_ shall not begin until the appropriate submittals have been approved in writing by the Engineer
6- 16.3(3) Shaft Excavation
Shafts shall be excavated to the required depth as shown in the Flans. The minimum diameter of the
shaft :shalt be as shown in the Mans, The excavation shall be completed in a continuous oper-abon
using equipment capable of excavating through the type of material expected to be encountered.
The Contractor may use temporary telescoping using to construct the shafts.
If the shaft excavation is stopped the shaft shall be secured by installation of a safety cover. it shall be
the Contractoes responsibility to ensure the safety of the shaft and surrounding soil and the stabOity of
the side walls- A. temporary casing, slurry, or other methods specified in the shaft installation plan as
approved by the Engineer shall be used if necessary to ensure such safety and stability.
Where raving in conditions are encounte d, no further excavation wail be allowed until the Contractor
has implamenled the rulethad to prevent ground wing as submitted in accprda:nce w1th item 4 of the
Shaft Installation Plan and as approved by the Engineer
No more than 2 inches of loose or disturbed material, for soldier piles with permanent ground anchors,
nor more than 12 inches of loose or disturbed material, for soldier piles without permanent ground
anchors, shall be present at the bottom of the shaft just prior to ginning concrete placement.
The excavated shaft shall be inspected and approved by the Engineer prior to proceeding wilh
construction_
When obstructions are encountered, the Contractor shall notify the Engineer prornptiry, An obstruction
is defined as a specific object (including, but not limiters to, boulders, logs, and man made objects)
encountered during the shaft excavation operation which prevents or hinders the advance of the shaft
excavation. When efforts to advance past the otetruction to the design shaft tip elevation result in the
rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of
advance for the rest of the shaft excavaton, there the Contractor shall remove the obstruction. winder
the provisions of Section 6 -16,5 as supplemented In the Special Provisions_ The method of removal of
cr7y of SPOKANE VALLEY
MiOMOVERY AVENUE FtEHADILn'A TION PROJECT
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1 such obstructions, and the continuation of excavation shall be as proposed by the Contractor and
2 approved by the Engineer.
3
4 Excavation of shafts shall not commence uryfil a minimum of 12 hours after the shaft backfill for the
5 adjacent shafts has been plate-
6
7 The temporary casings for the shafts shall be removed. A minimum 5 foot 'head of concrete shall to
6 maintained to balance the soil and water pressure at the bottom of the casing_ The casing shall be
9 smooth,
10
11 6- 16-3(4) Installing Soldier Riles
12 Soldier piles, if spticed, shad conform to all requirements of Section 6- 05.3(6)-
13
14 The prefabricated steel soldier Riles shall be lowered Into the drilled shafts and secured in position,
15 Concrete ever over the soldier pile shall be 1 inch minimum,
16
17 The steel soldier piles and attachments shall be shop painted .after fabrication to Lhe limits shown in the
18 Plans with one coat of inorganic zinc pruner. Application of the one coat of primer shall be in
19 accordance with Section 6 -07_ The welded shear studs may be attached before or after painting.
20 Paint damaged by welding shear studs In place does not require repair,
21
22 6- 16.3(5) Backfilling Sham
3 The excavated shaft shall be backfilled with either controlled density fill (CDF), lean concrete, or
24 concrete Mass 4000P, as shown in the Plans.
26 Placement of the shaft backfill shall cornmence immediately after completing the shaft excavation and
27 receiving the Engineer's approval of the excavation. Concrete Glass 4000P and lean concrete shall be
28 plate in one continuous operation to the elevation shown in the Plans, CDF shalt be placed in one
29 continuous Operation to the top of the shaft. Vibration of shaft backfll is not required_
30
31 If wager is not present, the shaft backfill shall be deposited by a method which prevents segregation of
32 aggregates. The shaft backfill shall be planed such that the Free -fall is vertical down the shaft without
33 hitting the sides of the soldier pile or the excavated shaft. The Contractor's method for depositing the
34 shaft backfill shag have approval of the Engineer prior to the placement of the shaft backfill.
35
36 If water is present, the shaft backfill shall be deposited in accordance wits, Section 6- 02-3(6)B.
37
38 6- 16.3(6) Installing iF'imber Lagging and Permanent Ground Anchors
39 The excavation and removal of CLEF and lean cowete for the lagging installation shall prod in
40 advance of the lagging. The botxom of the excavation in front of the gall shall be level- Excavation
41 shali conform to Section 2 -03.
42
43 For walls without permanent ground anchors, the bottom of excavation shall be not more than three
44 feet below the bottom level of the timber lagging already Installed. For walls with permanent ground
45 anchors, the bottorn of excavation shall be not more than 3 feet below tieback anchor level unrtii all
45 permanent ground anchors at that hirel are installed and stressed. Installing, stressing, and testing
47 the permanent ground anchors shall be in accordance with S -ction 6 -17 and the construcfion
45 sequence specified in the Plans.
43
50 Unless. other%Mse specified, timber lagging in walls with concrete fascia panels shall be untreated..
51 Timber lagging for all ether walls shall be treated.
52
CITY OF SPOKANE VALLEY
MOPiTGOr4 ERY AVENUE REHABILITATION PMOJECT
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1 The lagging shall be installed from the top of the pile proceeding downward The timber lagging shall
2 make direct contact with the soil Voids shall be filled with gravel backfill for walls. which shall be
3 considered incidental to the installation of the timber lagging.
4
5 Where timber lagging and backfill are above the existing or excavated groundline, the lagging and
6 backfill shall be placed concurrently The backfill layers shall be placed in accordance with Section 2-
7 03.3(14) except that all layers shall be compacted to 90 percent of maximum density.
8
9 6- 16.3(7) Prefabricated Drainage Mat
10 For walls with concrete fascia panels, prefabricated drainage mat shall be installed full height of the
11 concrete fascia panel and full width between soldier pile flanges, unless otherwise shown in the Plans
12
13 The prefabricated drainage mat shall be attached to the lagging in accordance with the manufacturer's
14 recommendations The fabric side shall face the lagging. Splicing of the prefabricated drainage mat
15 shall be in accordance with the manufacturer's recommendations.
16
17 The Contractor shall ensure the hydraulic connection of the prefabricated drainage mat to the
18 previously installed material so that the vertical flow of water is not impeded.
19
20 The Contractor shall tape all joints in the prefabncated drainage mat to prevent concrete intrusion
21 during concrete fascia panel construction.
22
23 6- 16.3(8) Concrete Fascia Panel
24 The Contractor shall construct the concrete fascia panels as shown In the Plans, and in accordance
25 with the forming plan as approved by the Engineer The concrete fascia panels shall be cured in
26 accordance with the Section 6- 02.3(11) requirements specified for retaining walls.
27
28 The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the Plans
29 to the exterior concrete surface When noted in the Plans, the Contractor shall apply pigmented sealer
30 to the limits shown in the Plans
31
32 Asphalt or cement concrete gutter shall be constructed as shown in the Plans.
33
34 6 -16.4 Measurement
35 Soldier pile shaft construction will be measured by the linear foot of shaft excavated below the top of
36 ground line for the shaft, defined as the highest existing ground point within the shaft diameter.
37
38 Furnishing soldier pile will be measured by the linear foot of pile assembly specified in the Proposal,
39 including adjustments to the Plan quantity made in accordance with Section 1 -04,4.
40
41 Timber lagging will be measured by the thousand board feet measure (MBM) installed. The quantity
42 will be computed using the nominal thickness and width dimensions of the timber lagging members,
43 and the center to canter spacing of the soldier piles as the length dimension.
44
45 Prefabricated drainage mat will be measured by the square yard of material fumished and installed
46
47 Concrete fascia panel will be measured by the square foot surface area of the completed fascia panel,
48 measured to the neat lines of the panel as shown in the Plans
49
50 6 -16.5 Payment
51 Payment will be made in accordance with Section 1-04 1 for each of the following bid items when they
52 are included in the proposal:
CITY OF SPOKANE VALLEY
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2
'Shaft - _ Diameter', per linear foot.
3
All costs in connection with constructing soldier pile shafts shall be included in the unit contract
4
price per linear foot for 'Shaft - _ Diameter', including shaft excavation, temporary casing ri
5
used. CDF, lean concrete, concrete Class 4000P, and installing the soldier pile assembly
6
7
'Furnishing Soldier Pile - _', per linear foot.
8
All costs in connection with furnishing soldier pile assemblies shall be included in the unit contract
9
price per linear foot for " Fumishing Soldier Pile - _ ". including fabricating and painting the pile
10
assemblies Payment will be made based on the quantity specified In the Proposal unless
11
changes are made to this quantity in accordance with Section 1-04.4, in which case the quantity
12
specified in the Proposal will be adjusted by the amount of the change and will be paid for in
13
accordance with Section 1-04.4
14
15
"Timber Lagging', per MBM
' 16
All costs in connection with furnishing and installing timber lagging shall be included in the unit
17
contract price per MBM for 'Timber Lagging', including preservative treatment when specified.
18
and filling voids behind the lagging with gravel backfill for wall.
' 19
20
"Prefabricated Drainage Mat', per square yard.
21
22
"Concrete Fascia Panel', per square foot.
23
All costs in connection with constructing the concrete fascia panels as specified shall be included
24
in the unit contract price per square foot for 'Concrete Fascia Panel ", including all steel reinforcing
25
bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, pvc pipe for weep holes,
26
exterior surface finish, and pigmented sealer (when specified).
27
28
Unless otherwise specified, all costs in connection with non -shaft excavation, including all
29
excavation required for placement of timber lagging, shall be included in the unit contract price per
30
cubic yard for "Roadway Excavation' or "Roadway Excavation Incl. Haul" as specified in Section
31
2 -03.5.
32
33 SECTION 6 -17, PERMANENT GROUND ANCHORS
34 April 5, 2004
35 6 -17.1 Description
36 This work consists of constructing permanent ground anchors.
37
38 6 -17.2 Materials
39 Materials required, including materials for permanent ground anchors, shall be as specified in the
40 Special Provisions.
41
42 6 -17.3 Construction Requirements
43 The Contractor shall select the ground anchor type and the installation method, and determine the
44 bond length and anchor diameter. The Contractor shall install ground anchors that will develop the
45 load indicated in the Plans and verified by tests specified in Sections 6- 17.3(8)A, 6- 17.3(8)8, and 6-
46 17.3(8)C.
47
48 6- 17.3(1) Definitions
49 Anchor Devices: The anchorhead wedges or nuts which grip the prestressing steel.
50
51 Bearing Plate: The steel plate which evenly distributes the ground anchor force to the structure.
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Bond Length- The length of the ground anchor which is bonded to the ground and transmits the
tensile force to the soil or rock.
Ground Anchor A system, referred to as a tieback or as an anchor, used to transfer tensile loads to
soil or rock A ground anchor includes all prestressing steel, anchorage devices. grout, coatings,
sheathings and couplers rf used.
Maintaining Consistency of Load: Maintaining the test load within five percent of the specified value.
Minimum Guaranteed Ultimate Tensile Strength (MUTS): The minimum guaranteed breaking load of
the prestressing steel as defined by the specified standard.
Tendon Bond Length: The length of the tendon which is bonded to the anchor grout.
Tendon Unbonded Length The length of the tendon which is not bonded to the anchor grout.
Total Anchor Length The unbonded length plus the tendon bond length
6- 17.3(2) Contractor Experience Requirements
The Contractor or Subcontractor performing this work shall have Installed permanent ground anchors
for a minimum of three years. Prior to the beginning of construction, the Contractor shall submit a list
containing at least five projects on which the Contractor has installed permanent ground anchors. A
brief description of each project and a reference shall be included for each project listed As a
minimum, the reference shall include an individual's name and current phone number.
The Contractor shall assign an engineer to supervise the work with at least three years of experience
in the design and construction of permanently anchored structures. The Contractor shall not use
consultants or manufacturer's representatives in order to meet the requirements of this section. Drill
operators and on -site supervisors shall have a minimum of one year experience installing permanent
ground anchors.
Contractors or Subcontractors that are specifically prequalified In Class 36 work will be considered to
have met the above experience requirements.
The Contractor shall allow up to 15 calendar days for the Engineer's review of the qualifications and
staff as noted above. Work shall not be started on any anchored wall system nor materials ordered
until approval of the Contractor's qualifications are given.
6- 17.3(3) Submittals
The Contractor shall submit working drawings and structural design calculations in accordance with
Section 6 -01 9 for the ground anchor system or systems intended for use.
The Contractor shall submit a detailed description of the construction procedure proposed for use to
the Engineer for approval.
The Contractor shall submit a ground anchor schedule giving:
1 Ground anchor number
2. Ground anchor design load
3. Type and size of tendon
4. Minimum total bond length
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0
1 5. Minimum anchor length
2 6. iMinirnurrn tendon bond length
3 7. Minimum unbonded length
4
5 The Contractor shall submit woriehV drawings of 'the ground anchor tendon and the corrosion
6 protection system, Include details of t fvllrt�wing:
7
8 1. Spacers and their location
9 2, ConValizers and their location
10 1 Unbonded length corrosion protection system, including the permanent rubber seal between
11 the trumpet and the fendon unbanded length corrosion protection.
12 4. Bond length corrosion protection system
13 5. Anchorage and trumpet
14 6. Anchorage corrosion protection system
15 7_ Anchors using non- restriessable anchorage device
16
17 The Contractor shall submit shop plans as specified in Section 6-G3.3(7) fbr all structural steel,
18 Including the permanent ground anchors to the Engineer for review and approval.
19
20 The Contractor shall submit the grout mix designs and the procedures for placing the grout to the
21 Engineer for approval. The Contractor shall also subrnit the methods and materials used in filling the
2 annulus over the unbonded length of the anchor.
23
24 The Contractor shall submit fine copies of detailed worming drawings in accordance with Section 6 -01.9
25 for the method proposed to be followed for the permanent ground anchor testing to the Engineer for
26 approval prior to the tests. This shall include all necessary drawings and details to clearly describe the
27 method proposed.
28
29 The Contractor shall submit to the Engineer calibration data for each load cell, test jack, pressure
30 gauge and master pressure gauge to be used. The calibration tests shall have been performed by an
31 independent to ng laboratory and tests shall have been performed within 66 calendar days of the
2 date submMed. The Engineer shall approve or reject the calibration data after receipt of the data.
33 Testing shall not commence until the Engineer has approved the load deli, jack, pressure gauge and
34 master pressure garage calibrations_
35
36 irk shall not Begin until the appropriate submittals have been approved in writing by the Engineer,
7
39 6- 17.314) Preconetruction Conference
39 A permanent ground anchor precoristruction conference shall be hold at least five working days phor
40 to the Contractor becginriing any permanent ground anchor work at the site to discuss ccnstruction
41 procedures, personnel, and equipment to be used. The list of materials specified on the Record of
42 Materials. Form (ROM) for this item of work will also be discussed. Those attending shall include:
43
44 1. (representing the Contractor) The superintendent, on sate supervisors, and all fommen in
45 charge of drilling the ground anchor hole, placing the perrnaner,l ground anchor and grout,
46 and tensioning and testing the permanent ground anchor.
47
4B 2. (representing the ContraGhncg Agency) The Project Engineer, key inspection personnel. and
49 representatives from the 'J SDOT Construtrtion Office and Materials Laboratory Geotechn cal
so Services Branch
51
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1 If the Contractor's key personnel change, or if the Contractor proposes a significant revision of the
2 approved permanent ground anchor installation plan, an additional conference shall be held before
3 any additional permanent ground anchor operations are performed
4
5 6- 17.3(5) Tendon Fabrication
6 The tendons can be either shop or field fabricated. The tendon shall be fabricated as shown In the
7 approved shop plans.
8
9 The Contractor shall select the type of tendon to be used. The tendon shall be sized so the design
10 load does not exceed 60 percent of the minimum guaranteed ultimate tensile strength of the tendon
11 In addition, the tendon shall be sized so the maximum test load does not exceed 80 percent of the
12 minimum guaranteed ultimate tensile strength of the tendon
13
14 The Contractor shall be responsible for determining the bond length and tendon bond length
15 necessary to develop the design load indicated in the Plans in accordance with Sections 6- 17.3(8)A, 6-
16 17 3(8)8, and 6-17 3(8)C The minimum bond length shall be ten feet in rock and 15 feet in soil.
17
18 When the Plans require the tendon bond length to be encapsulated, the tendon bond length portion of
19 the tendon shall be corrosion protected by encapsulating the tendon in a grout - filled PE or PVC tube
20 as specified in Section 6 -17.2 as supplemented in the Special Provisions. The tendons can be grouted
21 inside the encapsulation prior to inserting the tendon in the drill hole or after the tendon has been
22 placed in the drill hole. Expansive admixtures can be mixed with the encapsulation grout if the tendon
23 is grouted inside the encapsulation while outside the drill hole. The tendon shall be centralized within
24 the bond length encapsulation with a minimum of 0.20 inches of grout cover. Spacers shall be used
25 along the tendon bond length of multi - element tendons to separate the elements of the tendon so the
26 prestressing steel will bond to the encapsulation grout
27
28 Centralizers shall be used to provide a minimum of 0.5 inches of grout cover over the tendon bond
29 length encapsulation. Centralizers shall be securely attached to the encapsulation and the center-to-
30 center spacing shall not exceed ten feet. In addition, the upper centralizer shall be located a maximum
31 of five feet from the top of the tendon bond length and the lower centralizer shall be located a
32 maximum of one foot from the bottom of the tendon bond length.
33
34 The centralizer shall be able to support the tendon in the drill hole and position the tendon so a
35 minimum of 0.5 inches of grout cover is provided and shall permit free flow of grout.
36
37 Centralizers are not required on encapsulated, pressure - injected ground anchor tendons if the ground
38 anchor is installed in coarse grained soils (more than 50 percent of the soil larger than the number 200
39 sieve) using grouting pressures greater than 150 psi.
40
41 Centralizers are not required on encapsulated, hollow- stem - augered ground anchor tendons if the
42 ground anchor is grouted through and the hole is maintained full of a stiff grout (eight -inch slump or
43 less) during extraction of the auger.
44
45 The minimum unbonded length of the tendon shall be the greater of 15 feet or that indicated in the
46 Plans.
47
48 Corrosion protection of the unbonded length shall be provided by a sheath completely filled with
49 corrosion inhibiting grease or grout. If grease is used under the sheath, provisions shall be made to
50 prevent the grease from escaping at the ends of the sheath. The grease shall completely coat the
51 tendon and fill the voids between the tendon and the sheath The working drawings shall show how
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT so
1 the Contractor will provide a transition between the tendon bond length and the unbonded tendon
2 length corrosion protection
3
4 If the sheath is not fabricated from a smooth tube, a separate bondbreaker shall be provided The
5 bondbreaker shall prevent the tendon from bonding to the anchor grout surrounding the tendon
6 unbonded length.
7
8 The total anchor length shall not be less than that indicated in the Plans or the approved working
9 drawings.
10
11 Anchorage devices shall be capable of developing 95 percent of the minimum guaranteed ultimate
12 tensile strength of the prestressing steel tendon. The anchorage devices shall conform to the static
13 strength requirements of Section 3.1 of the Post Tensioning Institute "Specification for Unbonded
14 Single Strand Tendons, First Edition - 1993 ".
15
16 Non-restres sable anchorage devices may be used except where indicated in the Plans
17
18 Restressable anchorages shall be provided On those ground anchors that require reloading. The past -
19 tensioning supplier shall provide a restressable anchorage compatible with the post - tensioning system
20 provided.
21
22 The bearing plates shall be sized so the bending stresses in the plate do not exceed the yield strength
23 of the steel when a load equal to 95 percent of the minimum guaranteed ultimate tensile strength of
24 the tendon is applied, and the average bearing stress on the concrete does not exceed that
25 recommended in Section 3.1.3 of the Post Tensioning Institute, "Specification For Unbonded Single
26 Strand Tendons, First Edition - 1993"
27
28 The trumpet shall have an inside diameter equal to or larger than the hole in the bearing plate The
29 trumpet shall be long enough to accommodate movements of the structure during testing and
30 stressing. For strand tendons with encapsulation over the unbonded length, the trumpet shall be long
31 enough to enable the tendon to make a transition from the diameter or the tendon in the unbonded
32 length to the diameter of the tendon at the anchorhead without damaging the encapsulation. Trumpets
33 filled with corrosion- inhibiting grease shall have a permanent rubber seal, as approved by the
34 Engineer, provided between the trumpet and the tendon unbonded length corrosion protection.
' 35 Trumpets filled with grout shall have a temporary seal provided between the trumpet and the tendon
36 unbonded length corrosion protection or the trumpet shall overlap the tendon unbonded length
37 corrosion protection
38
39 6- 17.3(6) Tendon Storage And Handling
40 Tendons shall be handled and stored in such a manner as to avoid damage or corrosion. Damage to
41 the prestressing steel as a result of abrasions, cut, nicks, welds and weld splatter will be cause for
42 rejection by the Engineer. The prestressing steel shall be protected if welding is to be performed in the
43 vicinity. Grounding of welding leads to the prestressing steel is forbidden. Prestressing steel shall be
44 protected from dirt, rust, and deleterious substances. A light coating of rust on the steel is acceptable_
45 If heavy corrosion or pitting is noted, the Engineer will reject the affected tendons.
46
47 The Contractor shall use care in handling and storing the tendons at the site. Prior to inserting a
48 tendon in the dnil hole, the Contractor and the Engineer will examine the tendon for damage to the
49 encapsulation and the sheathing. If, in the opinion of the Engineer, the encapsulation is damaged, the
50 Contractor shall repair the encapsulation in accordance with the tendon supplier's recommendations
51 and as approved by the Engineer. If, in the opinion of the Engineer, the smooth sheathing has been
52 damaged, the Contractor shall repair it with ultra high molecular weight polyethylene (PE) tape The
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3
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tape shall be spiral wound around the tendon so as to completely seal the damaged area. The pitch of
the spiral shall ensure a double thickness at all points.
6- 17.3(7) Installing Permanent Ground Anchors
The Contractor shall select the drilling method, the grouting procedure, and the grouting pressure used
for the installation of the ground anchor.
When caving conditions are encountered, no further drilling will be allowed until the Contractor selects
a method to prevent ground movement The Contractor may use a temporary casing. The
Contractor's method to prevent ground movement shall be approved by the Engineer The casings for
the anchor holes, if used, shall be removed The drill hole shall be located so the longitudinal axis of
the drill hole and the longitudinal axis of the tendon are parallel. The ground anchor shall not be drilled
in a location that requires the tendon to be bent in order to enable the bearing plate to be connected to
the supported structure At the point of entry the ground anchor shall be installed within plus or minus
three degrees of the inclination from horizontal shown in the Plans or the approved working drawings.
The ground anchors shall not extend beyond the right of way limits
The tendon shall be Inserted into the drill hole to the desired depth. When the tendon cannot be
completely inserted without difficulty, the Contractor shall remove the tendon from the drill hole and
clean or redrill the hole to permit insertion Partially inserted tendons shall not be driven or forced into
the hole.
The Contractor shall use a grout conforming to Section 6 -17 2 as supplemented in the Special
Provisions.
The grout equipment shall produce a grout free of lumps and undispersed cement. A positive
displacement grout pump shall be used. The pump shall be equipped with a pressure gauge near the
discharge end to monitor grout pressures. The pressure gauge shall be capable of measuring
pressures of at least 150 psi or twice the actual grout pressures used by the Contractor, whichever is
greater The grouting equipment shall be sized to enable the grout to be pumped in one continuous
operation. The mixer shall be capable of continuously agitating the grout_
The grout shall be injected from the lowest point of the drill hole. The grout may be pumped through
grout tubes, casing, or drill rods. The grout can be placed before or after insertion of the tendon. The
quantity of the grout and the grout pressures shall be recorded. The grout pressures and grout takes
shall be controlled to prevent excessive heave in soils or fracturing of rock formations.
After grouting, the tendon shall not be loaded for a minimum of 3 days.
No grout shall be placed above the top of the bond length during the time the bond length grout is
placed. The grout at the top of the drill hole shall not contact the back of the structure or the bottom of
the trumpet Except as otherwise noted, only nonstructural filler shall be placed above the bond length
grout prior to testing and acceptance of the anchor. The Contractor may place structural grout above
the bond length grout prior to testing and acceptance of the anchor subject to the following conditions:
The anchor unbonded length shall be increased by eight feet minimum.
2. The grout in the unbonded zone shall not be placed by pressure grouting methods
The corrosion protection surrounding the unbonded length of the tendon shall extend up beyond the
bottom seal of the trumpet or one foot Into the trumpet If no trumpet seal is provided. If the protection
CITY OF SPOKANE VALLEY
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82
I does not extend beyond the seal or sufficiently far enough into the trumpet, the Contractor shall extend
2 the corrosion protection or lengthen the trumpet.
3
4 The corrosion protection surrounding the no load zone length of the tendon shown in the Plans shall
5 not contact the bearing plate or the anchorhead during testing and stressing If the protection is too
6 long, the Contractor shall trim the corrosion protection to prevent contact
7
8 The bearing plate and anchorhead shall be placed so the axis of the tendon and the drill hole are both
9 perpendicular to the bearing plate within plus or minus three degrees and the axis of the tendon
10 passes through the center of the bearing plate.
11
12 The trumpet shall be completely filled with corrosion inhibiting grease or grout. Trumpet grease can be
13 placed anytime during construction. Trumpet grout shall be placed after the ground anchor has been
14 tested. The Contractor shall demonstrate to the Engineer that the procedure selected by the
15 Contractor for placement of either grease or grout produces a completely filled trumpet
16
17 All anchorages permanently exposed to the atmosphere shall be covered with a corrosion inhibiting
18 grease - filled or grout - filled cover. The Contractor shall demonstrate to the Engineer that the
19 procedures selected by the Contractor for placement of either grease or grout produces a completely
20 filled cover, It the Plans require restressable anchorages, corrosion inhibiting grease shall be used to
21 RI the anchorage cover and trumpet.
22
23 6- 17.3(8) Testing And Stressing
24 Each ground anchor shall be tested The test load shall be simultaneously applied to the entire
25 tendon Stressing of single elements of mutti - element tendons will not be permitted Test data will be
26 recorded by the Engineer.
27
28 The testing equipment shall consist of a dial gauge or vernier scale capable of measuring to 0.001
29 inches shall be used to measure the ground anchor movement. The movement - measuring device
30 shall have a minimum travel equal to the theoretical elastic elongation of the total anchor length plus 1
31 inch. The dial gauge or vernier scale shall be aligned so that its axis is within 5 degrees from the axis
32 of the tieback A hydraulic jack and pump shall be used to apply the test load The jack and pressure
33 gauge shall be calibrated by an independent testing laboratory as a unit_ Each load cell, test jack and
34 pressure gauge, and master pressure gauge, shall be calibrated as specified in Section 6- 17.3(3).
35 Additionally, the Contractor shall not use load cells. test jacks and pressure gauges, and master
36 pressure gauges, greater than 60 calendar days past their most recent calibration date. until such
37 items are re- calibrated by an independent testing laboratory.
38
39 The pressure gauge shall be graduated in 100 -psi increments or less. The pressure gauge will be
40 used to measure the applied load. The pressure gauge shall be selected to place the maximum test
41 load within the middle two- thirds of the range of the gauge The ram travel of the jack shall not be less
42 than the theoretical elastic elongation of the total anchor length at the maximum test load plus one
43 inch. The jack shall be independently supported and centered over the tendon so that the tendon
44 dues not cant' the weight of the jack_ The Contractor shall have a second calibrated jack pressure
45 gauge at the site Calibration data shall provide a specific reference to the lack and the pressure
46 gauge
47
48 The loads on the tiebacks during the performance and verification tests shall be monitored to verify
49 consistency of load as defined in Section 6- 17.3(1) Test loads less than 20,000 pounds shall be
50 monitored by the jack pressure gauge Test loads equal to or greater than 20,000 pounds shall be
' 51 monitored with an electric or hydraulic load cell. The Contractor shall provide the load cell and a
52 readout device. The load cell shall be selected to place the maximum test load within the middle two-
CITY OF SPOKANE VALLEY
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1 thirds of the range of the load cell The stressing equipment shall be placed over the ground anchor
2 tendon in such a manner that the jack. bearing plates, load cell and stressing anchorage are in
3 alignment
4
5 6- 17.3(8)A Verification Testing
6 Verification tests shall be performed to verify the design of the anchor system. These ground anchor
7 test results shall verify the Contractors design and be approved by the Engineer prior to ordering
8 anchor material for the tieback retaining walls. The tests shall be performed on sacrificial test anchors
9 A minimum of two successful verification tests shall be conducted The locations shall be close to the
10 anchor location of the production anchors. The test locations shall be selected by the Contractor and
11 approved by the Engineer.
12
13 The drilling method, anchor diameter, and depth of anchorage for the test anchor shall be identical as
14 for the production anchors. The no -load zone shall be backfilled prior to withdrawing the casing
15
16 The anchor tested shall be loaded to 200 percent of the design load (DL). The prestressing tendon
17 shall be proportioned such that the maximum stress does not exceed 80 percent of the ultimate
18 strength of the steel. The jack shall be positioned at the beginning of the test such that unloading and
19 repositioning of the jack during the test will not be required.
20
21 The verification tests shall be made by incrementally loading the anchors in accordance with the
22 following schedule.
23
24 AL - Anchor Alignment Load
25 DL - Anchor Design Load
26
27 Load Hold Time
28
29 AL 1 Min
30 0.25DL 10 Min.
31 0.50DL 10 Min.
32 0.75DL 10 Min.
33 1.00DL 10 Min.
34 1 25D 10 Min.
35 1 50DL 60 Min.
36 1 75D 10 Min.
37 2.00DL 10 Min.
38 AL 1 Min.
39
40 The test load shall be applied in increments of 25 percent of the design load. Each load increment
41 shall be held for at least 10 minutes Measurement of anchor movement shall be obtained at each
42 load increment. The load -hold period shall start as soon as the test load is applied and the anchor
43 movement, with respect to a fixed reference, shall be measured and recorded at 1 minute, 2, 3, 4, 5, 6,
44 10, 15, 20, 25, 30, 45, and 60 minutes.
45
46 The verification test will be considered successful if the anchor meets the criteria for a performance
47 tested ground anchor in Section 6- 17.3(9), and in addition, a pull -out failure does not occur at the
48 2.ODL maximum load.
49
50 The Engineer will give the Contractor a written order concerning ground anchor construction within
51 seven working days after completion of the verification tests. This written order will either confirm the
CITY OF SPOKANE VALLEY
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94
1
1 bond lengths as shown In the Contractor's plans for ground anchors or reject the anchors based upon
2 the result of the verification tests.
3
4 6- 17.3(8)B Performance Testing
5 Performance tests shall be done in accordance with the following procedures. Five percent of the
6 ground anchors or a minimum of three ground anchors, whichever is greater, shall be performance
7 tested. The Engineer shall select the ground anchors to be performance tested The first production
8 anchor shall be performance tested
9
10 The performance test shall be made by Incrementally loading and unloading the ground anchor in
11 accordance with the following schedule. The load shall be raised from one increment to another
12 immediately after a deflection reading.
13
14 Performance Test Schedule
15
16 Load Load
17
18 AL AL
19 0.25DL 0.25DL
20 AL 0 50DL
21 0.25DL 0.75DL
22 0 50DL 1.00DL
23 AL 1.25DL
24 0.25DL AL
25 0.50DL 0.25DL
26 0.75DL 0.50DL
27 AL 0.75DL
28 0.25DL 1.00DL
29 0.50DL 1.25DL
30 0.75DL 1.50DL
31 1,00DL AL
32 Jack to lock -off load
33
34 Where AL - is the alignment load DL - is the anchor design load
35
36 The maximum test load In a performance test shall be held for ten minutes. The load -hold period shall
37 start as soon as the maximum test load is applied and the anchor movement, with respect to a fixed
38 reference, shall be measured and recorded at 1 minute, 2, 3, 4. 5, 6, and 10 minutes. If the anchor
39 movement between one minute and ten minutes exceeds 0.04 inches, the maximum test load shall be
40 held for an additional 50 minutes. If the load hold is extended, the anchor movement shall be recorded
41 at 15 minutes, 20. 25, 30, 45, and 60 minutes. If an anchor fails in creep, retesting will not be allowed
42 All anchors not performance tested shall be proof tested.
43
44 6- 17.3(8)C Proof Testing
45 Proof tests shall be performed by incrementally loading the ground anchor in accordance with the
46 following schedule. The load shall be raised from one increment to another Immediately after a
47 deflection reading. The anchor movement shall be measured and recorded to the nearest 0.001
48 inches with respect to an independent fixed reference point at the alignment load and at each
49 increment of load The load shall be monitored with a pressure gauge. At load increments other than
50 the maximum test load, the load shall be held dust long enough to obtain the movement reading.
51
52 Proof Test Schedule
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
as
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47
48
49
50
51
Load Load
AL
1.00DL
0.25DL
1.25DL
0.50DL
1.50DL
0.75DL
Jack to lock -off load
Where- AL - is the alignment load
DL - is the anchor design load
The maximum test load in a proof test shall be held for ten minutes. The load -hold period shall start as
soon as the maximum test load is applied and the anchor movement with respect to a fixed reference
shall be measured and recorded at 1 minute, 2, 3, 4. 5, 6, and 10 minutes. If the anchor movement
between one minute and ten minutes exceeds 0.04 inches, the maximum test load shall be held of an
additional 50 minutes If the load hold is extended, the anchor movements shall be recorded at 15
minutes, 20, 25, 30, 45, and 60 minutes. If an anchor fails in creep, retesting will not be allowed
6- 17.3(9) Permanent Ground Anchor Acceptance Criteria
A performance or proof tested ground anchor with a ten minute load hold is acceptable if the:
Ground anchor carries the maximum test load with less than 0.04 inches of movement
between one minute and ten minutes and
2 Total movement at the maximum test load exceeds 80 percent of the theoretical elastic
elongation of the tendon unbonded length.
A verification, performance or proof tested ground anchor with a 60- minute load hold is acceptable if
the,
Ground anchor carries the maximum test load with a creep rate that does not exceed 0 08
inches/log cycle of time and is a linear or decreasing creep rate
2 Total movement at the maximum test load exceeds 80 percent of the theoretical elastic
elongation of the tendon unbonded length.
If the total movement of the ground anchors at the maximum test load does not exceed 80 percent of
the theoretical elastic elongation of the tendon unbonded length, the Contractor shall replace the
ground anchor at no additional cost to the Contracting Agency Retesting of a ground anchor will not
be allowed.
Ground anchors which have a creep rate greater than 0.08 inches/log cycle of time can be
incorporated in the finished work at a load equal to one -half its failure load. The failure load is the load
carried by the anchor after the load has been allowed to stabilize for ten minutes.
When a ground anchor fails, the Contractor shall modify the design, the construction procedures. or
both. These modifications may include, but are not limited to, installing replacement ground anchors,
modifying the installation methods, increasing the bond length or changing the ground anchor type.
Any modification which requires changes to the structure shall have prior approval of the Engineer.
Any modifications of design or construction procedures shall be at the Contractor's expense.
CITY OF SPOKANE VALLEY
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34
1
Upon completion of the test. the load shall be adjusted to the lock -off load indicated in the Plans and
35
2
transferred to the anchorage device. The ground anchor may be completely unloaded prior to lock -off
concrete slope protection shall be constructed in accordance with Section 8 -16
3
After transferring the load and prior to removing the jack a lift -off reading shall be made The lift -off
4
reading shall be within ten percent of the specified lock -off load.
5
Materials shall meet the requirements of the following sections,
40
6
If the load is not within ten percent of the specified lock -off load, the anchorage shall be reset and
41
7
another lift -off reading shall be made This process shall be repeated until the desired lock -off load is
42
8
obtained
43
9
9- 04.1(2)
44
10
6 -17.4 Measurement
45
11
Permanent ground anchors will be measured per each for each permanent ground anchor installed
46
12
and accepted.
47
13
9 -23.9
48
14
Permanent ground anchor performance tests will be measured per each for each anchor performance
'
15
16
tested.
50
17
The permanent ground anchor verification testing program will not be measured but will be paid for on
51
18
a lump sum basis.
19
20
6 -17.5 Payment
21
Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
22
are included in the proposal.
23
y.�
24
'Permanent Ground Anchor', per each.
25
All costs in connection with furnishing and installing permanent ground anchors shall be included
26
in the unit contract price per each for 'Permanent Ground Anchor', including proof testing of the
27
installed anchor as specified
28
29
'Permanent Ground Anchor Performance Test ", per each
30
'Permanent Ground Anchor Verification Test', lump sum.
31
32
SECTION 6 -18, SHOTCRETE FACING
33
April 5, 2004
34
6 -18.1 Description
35
This work consists of constructing shotcrete facing as shown in the Plans Shotcrete constructed as
36
concrete slope protection shall be constructed in accordance with Section 8 -16
' 37
38
6 -18.2 Materials
39
Materials shall meet the requirements of the following sections,
40
41
Cement
9 -01
42
Aggregates for Portland Cement Concrete
9 -03.1
43
Premolded Joint Filler
9- 04.1(2)
44
Steel Reinforcing Bar
9-072
45
Epoxy - Coated Steel Reinforcing Bar
9-073
46
Concrete Curing Materials and Admixtures
9 -23
47
Fly Ash
9 -23.9
48
Water
9 -25
49
50
Other materials required, including materials
for shotcrete, shall be as specked in the Special
51
Provisions.
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87
2 6 -18.3 Construction Requirements
3
4 6- 18.3(1) Submittals
5 The Contractor shall submit the following Information to the Engineer at least 14 calendar days prior to
6 beginning construction of the shotcrete facing:
7
8 1. The shotcrete mix design with compressive strength test results.
9 2 Method and equipment used to finish and cure the shotcrete facing.
10 3. Documentation of the experience of the nozzle operators in applying shotcrete.
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12 The Contractor shall not begin construction of the shotcrete facing until receiving the Engineer's
13 approval of the above submittals.
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15 6- 18.3(2) Mix Design
16 Shotcrete shall be proportioned to produce a 4,000 psi compressive strength at 28 days. The
17 Contractor shall submit the shotcrete mix design, proposed method of placement, and evidence that
18 the proposed design and placement method will produce the desired compressive strength at 28 days.
19 to the Engineer at least 14 calendar days prior to the anticipated beginning of shotcrete placement.
20 Shotcrete placement will not be allowed until the Engineer has approved the mix design and method of
21 placement_
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23 Admixture shall be used only after receiving permission from the Engineer. If admixtures are used to
24 entrain air, to reduce water - cement ratio, to retard or accelerate setting time, or to accelerate the
25 development of strength, the admixtures shall be used at the rate specked by the manufacturer and
26 approved by the Engineer.
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28 6- 18.3(3) Testing
29 The Contractor shall make shotcrete test panels for evaluation of shotcrete quality, strength, and
30 aesthetics Both preproduction and production test panels, shall be prepared. All cores obtained for
31 the purpose of shotcrete strength testing shall have the following minimum dimensions..
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33 a. The core diameter shall be at least 3 times the maximum aggregate size, but not less than 2
34 Inches.
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36 b. The core height shall be a minimum of 1 5 times the core diameter.
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38 The Contractor shall remove at least three cores from each 36 -inch by 36 -inch shotcrete test panel In
39 accordance with AASHTO T 24. Cores removed from the panel shall be immediately wrapped in wet
40 burlap and sealed in a plastic bag Cores shall be clearly marked to identify from where they were
41 taken and whether they are for pre - production or production testing. If for production testing, the
42 section of the wall represented by the cores shall be clearly marked on the cares. Cores shall be
43 delivered to the Engineer within 2 hours of coring. The remainder of the panels shall remain the
44 property of the Contractor.
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46 6- 18.3(3)A Pre - production Testing
47 At least one 36 -inch by 36 -inch panel for each mix design shall be prepared for evaluation and testing
48 of the shotcrete quality and strength One 48 -inch by 48 -inch qualification panel shall be prepared for
49 evaluation and approval of the proposed method for shotcrete installation, finishing, and curing. Both
50 the 36 -inch and the 48 -inch panels shall be constructed using the same methods and initial curing
51 proposed to construct the shotcrete facing, except that the 36 -inch panel shall not include wire
52 reinforcement The 36 -inch panel shall be constructed to the minimum thickness necessary to obtain
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHASIUTATION PROJECT
I the required core samples. The 48 -inch panel shall be constructed to the same thickness as proposed
2 for the production facing. Production shotcrete work shall not begin until satisfactory test results are
3 obtained and the panels are approved by the Engineer
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5 6- 18.3(3)B Production Testing
6 The Contractor shall make at least one 36 -inch by 36 -inch panel for each section of facing shot, or as
7 many as directed by the Engineer. A section is defined as one day's placement. The production
8 panels shall be constructed using the same methods and initial curing used to construct the shotcrete
9 wall, but without wire reinforcement The panels shall be constructed to the minimum thickness
10 necessary to obtain the required core samples. If the production shotcrete is found to be unsuitable
11 based on the results of the test panels. the section(s) of the wall represented by the test panel(s) shall
12 be repaired or replaced to the satisfaction of the Engineer at no cost to the Contracting Agency.
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14 6- 18.3(4) Qualifications of Contractor's Personnel
15 All nozzle operators shall have had at least one year of experience in the application of shotcrete.
16 Each nozzle operator will be qualified, by the Engineer, to place shotcrete, after successfully
17 completing one test panel for each shooting position and surface type which will be encountered.
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19 Qualification will be based on a visual inspection of the shotcrete density, void structure, and finished
20 appearance along with a minimum 7-day compressive strength of 2,500 psi determined from the
21 average test results from two cores taken from each test panel
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23 The Contractor shall notify the Engineer not less than 2 days prior to the shooting of a qualification
24 panel. The mix design for the shotcrete shall be the same as that slated for the wall being shot
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26 Shotcrete shall be placed only by personnel qualified by the Engineer.
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28 If shotcrete finish Alternative B or C is specified. evidence shall be provided that all shotcrete crew
29 members have completed at least three projects in the last five years where such finishing, or
30 sculpturing and texturing of shotcrete was performed
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32 6- 18.3(5) Placing Wire Reinforcement
33 Reinforcement of the shotcrete shall be placed as shown In the Plans. The wire reinforcement shall be
34 securely fastened to the steel reinforcing bars so that it will be 1 to 1.5 inches from the face of the
35 shotcrete at all locations, unless otherwise shown in the Plans. Wire reinforcement shall be lapped 1.5
36 squares in all directions, unless otherwise shown in the Plans
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38 6- 18.3(6) Alignment Control
39 The Contractor shall install non - corroding alignment wires and thickness control pins to establish
40 thickness and plane surface. The Contractor shall install alignment wires at comers and offsets not
41 established by formwork. The Contractor shall ensure that the alignment wires are tight, true to line.
42 and placed to allow further tightening. The Contractor shall remove the alignment wires after facing
43 construction is complete.
45 6- 18.3(7) Shotcrete Application
46 A clean, dry supply of compressed air sufficient for maintaining adequate nozzle velocity for all parts
47 for the work and for simultaneous operation of a blow pipe for cleaning away rebound shall be
48 maintained at all times Thickness, method of support, air pressure, and rate of placement of
49 shotcrete shall be controlled to prevent sagging or sloughing of freshly - applied shotcrete.
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51 The shotcrete shall be applied from the lower part of the area upwards. Surfaces to be shot shall be
52 damp, but free of standing water
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The nozzles shall be held at an angle approximately perpendicular to the working face and at a
distance that will keep rebound at a minimum and compaction will be maximized. Shotcrete shall
emerge from the nozzle in a steady uninterrupted flow. If, for any reason, the flow becomes
intermittent, the nozzle shall be diverted from the work until a steady flow resumes.
Surface defects shall be repaired as soon as possible after initial placement of the shotcrete All
shotcrete which lacks uniformity, which exhibits segregation, honeycombing, or lamination; or which
contains any dry patches, slugs, voids, or sand pockets, shall be removed and replaced with fresh
shotcrete by the Contractor, to the satisfaction of the Engineer at no cost to the Contracting Agency.
Construction joints In the shotcrete shall be uniformly tapered over a minimum distance of twice the
thickness of the shotcrete layer. The surface of the joints shall be cleaned and thoroughly wetted
before adjacent shotcreting is performed Shotcrete shall be placed in a manner which provides a
finish with uniform texture and color across the construction joint
The shotcrete shall be cured by applying a clear curing compound in accordance with Section 9 -23.2.
The curing compound shall be applied immediately after final gunning. The air in contact with
shotcrete surfaces shall be maintained at temperatures above 50F for a minimum of 7 days. Curing
compounds shall not be used on any surfaces against which additional shotcrete or other cementitious
finishing materials are to be bonded unless positive measures such as sandblasting, are taken to
completely remove the curing compounds prior to the application of such additional materials.
If field inspection or testing, by the Engineer, Indicates that any shotcrete produced, fails to meet the
requirements, the Contractor shall immediately modify procedures, equipment, or system, as
necessary, and as approved by the Engineer to produce specification material_ All substandard
shotcrete already placed shall be repaired by the Contractor, to the satisfaction of the Engineer, at no
additional cost to the Contracting Agency. Such repairs may include removal and replacement of all
affected materials.
6- 18.3(8) Shotcrete Finishing
When the shotcrete facing is an interim coating to be covered by a subsequent shotcrete coating or a
cast -in -place concrete fascia later under the same contract, the Contractor shall strike off the surface
of the shotcrete facing with a roughened surface as specified in Section 6- 02.3(12). The grooves of
the roughened surface shall be either vertical or honzontal.
When the shocxete facing provides the finished exposed final surface, the shotcrete face shall be
finished using the alternative aesthetic treatment shown in the Plans. The alternatives are as follows:
Alternative A
After the surface has taken its initial set (crumbling slightly when cut), the surface shall be broom
finished to secure a uniform surface texture .
Alternative B
Shotcrete shall be applied in a thickness a fraction beyond the alignment wires and forms The
shotcrete shall stiffen to the point where the surface does not pull or crack when screeded with a
rod or trowel. Excess material shall be trimmed, sliced, or scraped to true lines and grade.
Alignment wires shall be removed and the surface shall receive a steel trowel finish, leaving a
smooth uniform texture and color. Once the shotcrete has cured, pigmented sealer shall be
applied to the shotcrete face. The shotcrete surface shall be completed to within a tolerance of 'la
inch of true line and grade.
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1 Altemative C
2 Shotcrete shall be hand - sculptured, colored, and textured to simulate the relief, jointing, and
3 texture of the natural backdrop surrounding the facing The ends and base of the facing shall
4 transition in appearance as appropriate to more nearly match the color and texture of the
5 adjoining roadway fill slopes. This may be achieved by broadcasting fine and coarse aggregates.
6 rocks, and other native materials Into the final surface of the shotcrete while it is still wet, allowing
7 sufficient embedment Into the shotcrete to become a permanent part of the surface.
8
9 6 -18.4 Measurement
10 Shotcrete facing will be measured by the square foot surface area of the completed facing measured
11 to the neat lines of the facing as shown In the Plans.
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13 6 -18.5 Payment
14 Payment will be made in accordance with Section 1 -04.1 for each of the following bid items when they
15 are included in the proposal
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17 'Shotcrete Facing', per square foot.
18
19 All costs in connection with constructing shotcrete facing as specked shall be Included In the unit
20 contract price per square foot for 'Shotcrete Facing' including all steel reinforcing bars, premolded
21 joint filler, polyethylene bond breaker strip, joint sealant, pvc pipe for weep holes, exterior surface
22 finish, and pigmented sealer (when specified).
23
24 SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
25 August 2, 2004
26 7 -05.5 Payment
27 The sentence following "Catch Basin Type 2_ In. Diam. ", per each" is deleted.
28
29 The following Is inserted after "Concrete Inlet", per each
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31 All costs associated with fumishing and installing gravel backfill for bedding manholes. Inlets and
32 catch basins shall be Included in the unit contract price for the item installed
33
34 The following is inserted after "Precast Concrete Drywell', per each.
35
36 'Combination Inlet', per each.
37 All costs associated with fumishing and installing gravel backfill for bedding manholes, inlets. and
38 catch basins shall be in the unit contract price for the item installed
39
40 SECTION 7 -12, VALVES FOR WATER MAINS
41 April 5, 2004
42 7 -12.3 Construction Requirements
43 In the third paragraph the reference to Section 7 -10 is revised to Section 7 -09.
44
45 In the fourth paragraph the reference to Section 7 -11 is revised to Section 7 -09
46
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SECTION 7 -14, HYDRANTS
April 5, 2004
7- 14.3(1) Setting Hydrants
In the third paragraph the reference to Section 7 -11 is revised to Section 7 -09_
7- 14.3(6) Hydrant Extensions
The reference to Section 7 -11 is revised to Section 7 -09.
SECTION 7 -15, SERVICE CONNECTIONS
April 5, 2004
7 -15.3 Construction Requirements
In the second paragraph the reference to Section 7 -10 is revised to Section 7 -09.
SECTION 7 -17, SANITARY SEWERS
April 5, 2004
7- 17.3(2)B Exfiltration Test
In the third paragraph, `Maximum leakage (in gallons per hour)' = 0.28 x Ax D x L
46 100.
7- 17.3(2)C Infiltration Test
In the second paragraph, 'Maximum leakage (in gallons per hour)' = 0.16 x VH x D x L
s12 100
7- 17.3(2)E Low Pressure Air Test for Sanitary Sewers Constructed of Air- Permeable
Materials
In the seventh paragraph, the statement "If C, -1, then time = K,' is revised to "If CT :s 1, then time =
KT."
In the seventh paragraph, the statement 'If C, - 1 75, then time = KT/1.75' is revised to "If CT > 1.75.
then time = KT/1.75."
SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL
August 2, 2004
8- 01.3(1)B Erosion and Sediment Control (ESC) Lead
This section is revised to read.
The Contractor shall identify the ESC Lead at the preconstruction discussions The ESC Lead'
shall have, for the life of the contract. a current Certificate of Training in Construction Site Erosion
and Sediment Control from a course approved by WSDOT's Statewide Erosion Control
Coordinator.
The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan.
Implementation shall include, but Is not limited to:
Installing and maintaining all temporary erosion and sediment control Best Management
Practices (BMPs) included in the TESC plan to assure continued performance of their
intended function. Damaged or inadequate TESC BMPs shall be corrected immediately.
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37 8 -07.1 Description
38 This section is revised to read:
39
40 This work shall consist of fumishing and installing precast traffic curb, block traffic curb, sloped
41 mountable curb, or dual faced sloped mountable curb of the design and type specified in the plans
42 in accordance with these Specifications and in conformity to the Standard Plans and the locations
43 indicated in the plans or as directed by the Engineer
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45 8 -07.3(1) Installing Curbs
46 This section is supplemented with the following
47
48 For sloped mountable curb installed in curves, the units shall be either curved blocks precast to
49 the radii shown in the plans or tangent blocks sawn to the dimensions shown in the Standard
50 Plans to conform to the specified radii.
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2. Inspecting all on -site erosion and sediment control BMPs at least once every five
2
working days and each working day there Is a runoff event. Inspections shall occur
3
within 24 hours of the runoff event. A TESC Inspection Report shall be prepared for
4
each inspection and shall be included in the TESC file A copy of each TESC Inspection
5
Report shall be submitted to the Engineer no later than the end of the next working day
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following the inspection. The report shall include, but not be limited to
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a When, where and how BMPs were installed, maintained, modified, and
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removed,
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b. Observations of BMP effectiveness and proper placement,
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c. Recommendations for improving future BMP performance with upgraded or
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replacement BMPs when inspections reveal TESC plan inadequacies
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3 Updating and maintaining a TESC file on site that includes, but is not limited to
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a. TESC Inspection Reports.
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b. Temporary Erosion and Sediment Control (TESC) plan narrative.
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c. National Pollutant Discharge Elimination System construction permit (Notice of
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Intent)
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d. Other applicable permits.
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Upon request, the file shall be provided to the Engineer for review.
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SECTION 8 -04, CURBS, GUTTERS, AND SPILLWAYS
'
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December 6, 2004
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8 -04.3(1)A Extruded Cement Concrete Curb
27
The second and third paragraphs are revised to read
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The pavement shall be dry and cleaned of loose and deleterious material prior to curt placement.
30
Cement concrete curbs shall be anchored to the existing pavement by placing steel tie bars 1 foot
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on each side of every joint.
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Tie bars shall meet the dimensions shown in the Standard Plans.
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SECTION 8 -07, PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
36
August 2, 2004
37 8 -07.1 Description
38 This section is revised to read:
39
40 This work shall consist of fumishing and installing precast traffic curb, block traffic curb, sloped
41 mountable curb, or dual faced sloped mountable curb of the design and type specified in the plans
42 in accordance with these Specifications and in conformity to the Standard Plans and the locations
43 indicated in the plans or as directed by the Engineer
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45 8 -07.3(1) Installing Curbs
46 This section is supplemented with the following
47
48 For sloped mountable curb installed in curves, the units shall be either curved blocks precast to
49 the radii shown in the plans or tangent blocks sawn to the dimensions shown in the Standard
50 Plans to conform to the specified radii.
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8 -07.3(2) Painting of Curbs
The first sentence is revised to read.
Concrete curbing shall be painted with two full coats of paint conforming to Section 9 -34.2, as
shown in the Plans or as designated by the Engineer
8 -07.4 Measurement
This section is supplemented with the following:
Sloped mountable curb will be measured by the linear foot along the front face of the curb. Dual
faced sloped mountable curb will be measured by the linear foot of tapered block and nosing
block installed Measurement of both faces shall not be allowed.
8 -07.5 Payment
This section is supplemented with the following:
'Precast Sloped Mountable Curb ", per linear foot.
'Precast Dual Faced Sloped Mountable Curb', per linear foot
SECTION 8 -08, RUMBLE STRIPS
April 4, 2005
8 -08.1 Description
This section is revised to read.
This work shall consist of constructing centerline and shoulder rumble strips by grinding hot mix
asphalt or cement concrete pavement. The work shall include cleanup and disposal of cuttings
and other resultant debris. The Standard Plans show the patterns and construction details for the
centerline rumble strip and the four types of shoulder rumble strips
8 -08.4 Measurement
The first sentence is revised to read
Centerline and shoulder rumble strips will be measured to the nearest 0.01 -mile along the
mainline roadway for centerline or each shoulder
8 -08.5 Payment
The second paragraph is revised to read
Layout of the rumble strip pattem on the centerline or shoulders for grinding purposes is the
responsibility of the Contractor. All costs involved in this work shall be included in the appropriate
bid item_
This section is supplemented with the following
"Centerline Rumble Strip'. per mile
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SECTION 8 -12, CHAIN LINK FENCE AND WIRE FENCE
August 2, 2004
3 8- 12.3(1)A Posts
4 The seventh paragraph is revised to read
5
6 Pullposts shall be spaced at 1,000 -foot maximum intervals for Type 1, 3, and 6 fence, and at 500-
7 foot maximum intervals for Type 4 fence.
8
9 SECTION 8 -14, CEMENT CONCRETE SIDEWALKS
10 April 4, 2005
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8- 14.3(3) Placing and Finishing Concrete
The fourth paragraph is revised to read-
Sidewalk ramps shall be of the type specified in the Plans. The detectable warning pattern shall
have the truncated dome shape shown in the Standard Plans and may be installed using a
manufactured material before or after the concrete has cured, or by installing masonry or ceramic
tiles. Embossing or stamping the wet concrete to achieve the truncated dome pattem or using a
mold into which a catalyst hardened material is applied shall not be allowed Acceptable
manufacturers' products are shown on the Qualified Products List.
When masonry or ceramic tiles are used to create the detectable warning pattern, the Contractor
shall block out the detectable waming pattem area to the depth required for installation of the tiles
and finish the construction of the concrete ramp. After the concrete has set and the forms have
been removed, the Contractor shall install the tiles using standard masonry practices.
The two -foot wide detectable warning pattem area on the ramp shall be yellow and shall match
Federal Standard 595a, color number 33538. When painting the detectable warning pattern is
required, paint shall conform to section 9- 34.2(1)
8- 14.3(5) Ramp Detectable Warning Retrofit
This section is supplemented with the following.
Where shown in the plans, the Contractor shall retrofit existing cement concrete sidewalk ramps
by installing a detectable warning pattem having the truncated dome shape shown in the Standard
Plans The warning pattem shall be the width of the ramp and cover the bottom two feet of the
ramp. The truncated dome pattern shall be perpendicular to the long axis of the ramp.
The Contractor shall use one of the detectable waming pattem products listed in the Qualified
Products List or submit another manufacturer's product for approval by the Engineer The
warning pattem shall be capable of being bonded to an existing cement concrete surface. The
surface of the warning pattem, excluding the domes, shall not be more than 318 inch above the
surface of the concrete after installation.
8 -14.4 Measurement
This section is supplemented with the following:
Ramp detectable warning retrofit will be measured by the square foot of truncated dome material
installed on the existing ramp
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1 8 -14.5 Payment
2 The following new bid item is inserted after `Cement Conc Sidewalk Ramp Type per each
3
4 "Ramp Detectable Waming Retrofit*. per square foot
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6 SECTION 8 -15, RIPRAP
7 April 5, 2004
8 8- 15.3(6) Quarry Spalls
9 The second sentence is revised to read
10
11 After placement, the quarry spalls shall be compacted to be uniformly dense and unyielding.
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13 8 -15.5 Payment
14 In the second paragraph, the first sentence is revised to read:
15
16 The unit contract price per ton or per cubic yard for the class or kind of rlprap specified above
17 shall be full pay for fumishing all labor, tools, equipment, and materials required to construct the
18 riprap protection, except for excavation
19
20 SECTION 8 -17, IMPACT ATTENUATOR SYSTEMS
21 April 5, 2004
22 This section is revised to read:
23
24 8 -17.1 Description
25 This work shall consist of fumishing, constructing, repairing, and removing permanent and
26 temporary impact attenuator systems selected from the approved list shown in the Plans
27
28 8 -17.2 Materials
29 Sand for inertial barrier systems shall not contain more than 5% water by weight. Commercial
30 grade urea shall be thoroughly mixed with the sand in an amount equal to 5 percent, by weight, of
31 the sand
32
33 Undamaged sand barrel impact attenuators that have been previously utilized may be utilized in a
34 temporary impact attenuator array only, if inspected and approved by the Engineer prior to use
35
36 8 -17.3 Construction Requirements
37 The assembly and installation of all attenuator systems, except those utilizing sand barrels, shall
38 be supervised at all times by either a manufacturer's representative or an installer who has been
39 trained and certified by the manufacturer of the system, If the supervision is provided by a trained
40 installer, a copy of the installer certification shall be provided to the Engineer prior to installation
41
42 Assembly and installation shall be in accordance with the manufacturer's recommendations. This
43 work shall include the connection to a concrete barrier, bridge abutment or a transition section
44 identified in the Plans, construction of a steel reinforced concrete pad or concrete backup, and
45 anchorage to the pavement, if required by the manufacturer's assembly and installation
46 procedures.
47
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The Contractor shall have a complete set of replacement parts on the jobsde for each type of
temporary impact attenuator in use on the project and shall repair all damaged impact attenuators
immediately
When the Engineer determines that a temporary Impact attenuator is no longer needed, then the
Contractor shall remove that attenuator from the project. The removed equipment shall remain
the property of the Contractor-
8 -17.4 Measurement
Temporary and permanent Impact attenuators will be measured per each for each Installation.
Resetting impact attenuators will be measured per each for each installation that is adjusted of
reset to a new location on the project The Contracting Agency will not measure resetting impact
attenuators when it is for the benefit of the Contractor's operations-
8-17.5 Payment
Payment will be made in accordance with Section 1-04 1, for the following bid items when they
are included in the proposal:
"Temporary Impact Attenuator', per each.
The unit contract price for "Temporary Impact Attenuator' shall be full pay for all work
associated with the installation, maintenance, and the final removal of the temporary Impact
attenuator
"Permanent Impact Attenuator', per each.
The unit contract price for "Permanent Impact Attenuator" shall be full pay for all work
associated with furnishing, installing and all other casts involved with installing the impact
attenuator in accordance with the manufacturer's recommendations.
`Resetting Impact Attenuator, per each.
The unit contract price for 'Resetting Impact Attenuator" shall be full pay for all work
associated with the removing, transporting, and resetting an impact attenuator
If an impact attenuator is damaged, it will be repaired in accordance with Section 1- 07.13(4)
under the bid item "Reimbursement For Third Party Damage'. No payment will be made for
repair of impact attenuators damaged by the Contractor's operations
SECTION 8 -18, MAILBOX SUPPORT
August 2, 2004
8 -18.2 Materials
This section is revised to read:
Materials shall meet the requirements of the following sections
Steel Posts
Bracket, Platform, and Anti -Twist Plate
Type 2 Mailbox Support
Timber Sign Posts
Fasteners
Snow Guard
Concrete Base
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9-32.1
9 -32.2
9 -32.7
9- 28.14(1)
9-325
9-326
9 -32.8
1 Steel pipe 9 -32.9
2 U- Channel Post 9 -32 10
3
4 Mailboxes will be furnished by others.
5
6 8 -18.3 Construction Requirements
7 This section is supplemented with the following
8
9 8- 18.3(1) Type 3 Mailbox Support
10 The concrete base shall be constructed using commercial concrete, with the pipe set to the
11 dimensions shown in the Standard Plans. The base shall be crowned so as to shed water. The
12 concrete may be mixed on the jobsite as specified in Section 6- 02.3(4)B.
13
14 The U- channel post may be driven in place provided the method of driving does not damage the
15 post.
16
17 With the Engineer's consent, a Type 3 Mailbox Support design, made of steel or other durable
18 material, that meets the NCHRP 350 crash test criteria may be used in place of the design shown
19 in the Standard Plans. In which case, the manufacturer's recommendations concerning
20 installation shall be followed, however, the mailbox itself shall be positioned on the roadway
21 according to the dimensions shown in the Standard Plans.
22
23 SECTION 8 -19, REDIRECTIONAL LAND FORM
24 April 5, 2004
25 This section is deleted, and the section title is revised to VACANT
26
27 SECTION 8- 20,ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
28 April 5, 2004
29 8- 20.3(5) Conduit
30 The third sentence in the seventeenth paragraph is revised to read:
31
32 Grout shall obtain a minimum of 4000 psi compressive strength at 7 days.
33
34 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull boxes
35 This section is supplemented with the following
36
37 Where conduit and !unction boxes are placed in barrier, the Prime Contractor shall coordinate the
38 work of the Contractor constructing the barrier and the electrical Contractor so that each junction
39 box placed in the barrier is placed in correct alignment with respect to the barrier, with the face of
40 the box flush or uniformly chamfered within 14 inch of the barrier surface. If any point on the
41 surface of the junction box placed in barrier is recessed more than 112 inch from the surface of the
42 barrier, the Contractor shall install a box extension meeting the Engineer's approval and grout
43 around the extension or remove and replace the entire section of barrier.
44
45 8- 20.3(9) Bonding, Grounding
46 The first paragraph is revised to read.
47
48 All metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets,
49 metallic conduit, non - metallic conduit, etc.) shall be made mechanically and electrically secure to
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I form a continuous systems which shall be effectively grounded. Where metallic conduit systems
2 are employed, the conduit system constitutes the equipment grounding conductor. Where
3 nonmetallic conduit is Installed, the installation shall include an equipment ground conductor, in
4 addition to the conductors noted in the contract. Bonding jumpers and equipment grounding
5 conductors shall be Installed in accordance with Section 9 -29.3. The equipment ground conductor
6 between the isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper
7 conductor. Where parallel circuits are enclosed in a common conduit, the equipment grounding
8 conductor shall be sized by the rating of the largest overcurrent device serving any circuit
9 contained within the conduit.
10
11 6- 20.3(11) Testing
12 The fourth paragraph is revised to read
13
14 When the project includes a traffic signal system, the Contractor shall conduct tests noted in
15 Section B -20 3(14)D. The Contractor shall provide the Engineer a minimum of five days advance
16 written notice of the proposed traffic signal tum-on date and time. The traffic signal turn -on
17 procedure shall not begin until all required channelization, pavement markings, illumination, signs,
18 and sign lights are substantially complete and operational unless otherwise allowed by the
19 Engineer The Contractor shall provide traffic control to stop all traffic from entering the
20 intersection, The Contracting Agency electronics technician will program the controller and enter
21 the timing data, then t:um the traffic signal system to its flash mode to verify proper flash
22 indications. The Contracting Agency electronics technician will then conduct functional tests to
23 demonstrate that each part of the traffic signal system functions as specified. The Contractor
24 shall conduct functional tests to demonstrate that each part of the illumination system. or other
25 electrical system, functions as specified. These demonstration shall be conducted in the
26 presence of a Contracting Agency electronic technician, the Contracting Agency electrical
27 Inspector, and Regional Traffic Engineer or hislher designee The Contracting Agency electronics
28 technician will then tum the traffic signal to stop - and-go operation for no less than one full cycle.
29 Based on the results of the tum -on, the Engineer will direct the Contracting Agency electronics
30 technician to either turn the traffic signal on to normal stop - and -go operation, to turn the signal to
31 flash mode for a period not to exceed five calendar days, or to turn the signal off and require the
32 Contractor to cover all signal displays and correct all deficiencies
33
34 SECTION 8 -22, PAVEMENT MARKING
35 April 4, 2005
36 8 -22.1 Description
37 Transverse Markings
38 This section is revised to read
39
40 Crosswalk Line
41 A series of SOLID WHITE lines, 24 inches wide and 8 feet long, conforming to details in the
42 Standard Plans.
43
44 Stop Line
45 A SOLID WHITE line, 18 inches wide unless noted otherwise in the Contract.
46
47 Symbol Markings
48 This section is supplemented with the following
49
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I Access Parking Space Symbol with Background
2 A WHITE marking with, a BLUE background and WHITE border conforming to details in the
3 Standard Plans that is used to a designate restricted parking Mall on cement concrete
4 pavement surfaces -
5
Yield Line Symbol
7 A series of WHITE markings conforming to details in the Standard Plans forming a transverse
8 line across a vehicle path and used to designate the point when vehicles shall yield before
9 entering a traffic lane
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11 Yield Ahead Symbol
12 A WHITE marking conforming to details in the Standard Plans that is used In advanom of a
13 yield tine.
14
15 Speed Bump Symbol
16 WRITE marking used to identify a speed bump placed in a traffic lane.
17
18 8- 22.3(2) Preparation of Roadway Surfaces
19 This section is revised to read:
20
21 For the application of paint the pavement surface temperature and ambient temperature shall be
22 500 F and rising. New and existing HMA pavement shall be dry, clean and free of contaminants
23 such as surface oils. Portland cement concrete pavement shall have a minimum compressive
24 strength of 251 DO psi and shall be dry, clean and free of contaminants. Contaminants shall be
25 removed by approved mechanical means.
26
27 For the application of plastic pavement marking material surface temperature and ambient
28 temperature shall be 50° F and rising. New and erxtsting HMA pavement shalt be dry, dean, and
29 free of contaminants such as surface oils and existing pavement markmi g materials. Portland
30 cement concrete pavement shall also be free of contaminants including curing agents.
31 Contaminants shall be removed by approved mer:hanical means.
3
33 Pavement surfaces shall be prepared fur plastic marking application in accordance with the
34 previous paragraph and the pavement marking material manufacturer's recommendations.
35 Manufacturers of Type D material also rewire a pavement cure period prior to application,
36 Typically. Type 13 material applied on hot mix asphalt pavement requires a pavement cure period
37 of 21 days. Typically, Type D material applied on partland cement concrete pavement requires a
38 pavement cure period of 28 days. Thtese cure periods may be reduced if the manufacturer
39 performs a successful bond test.
40
41 Existing pavement marking material shall be removed, measured, and paid for in accordance with
42 the provisions in this section of the Standard Specifications.
43
44 lI -22. (3) Marking Application
45 The first paragraph is revised to ready
46
47 Lane line and right edge line shall be white in color_ Center lime and left edge line shall be yellow
48 in color. All temporary pavement markings shall be retroteflecti±ve. Faint and sprayed or extruded
49 plastic material shall be applied with a top dressing of glass breads. Two applications of paint will
510 be required to complete all paint 'marikings. The time period between paint applications will vary
51 depending on the type of pavement and paint (lover VOC waterbome, high VOC solvent, or low
52 VOC solvent) as follows*-
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1
Pavement Type Paint Type Time Period
EitijmInaus Surface Treatment Lew VOC Waterborne 4 hours min., 48
hours max
Hot Mix Asphalt Pavement Low VOC Waterborne 4 hours ruin., 30
days rnax,
Cement Concrete Pavement Low VOC Waterborne 4 hours min., 30
days max,
Bituminous Surface Treatment High and Low VOC Solvent 40 ruin. min,, 48
hrs . max.
Fiat Mix Asphalt. Pavement High and Low VQC Solvent 40 train. rain., 30
days m.
Cement Concrete Pavement High and Low VOC Solvent 40, min. min_, 34
days max.
The first sentence of the second paragraph is revised to read-
Where paint is applied on centerline on two -way roads with btuminous surface treatment or
centerline rumble strips, the second paint application shall be applied in the opposite direction as
the Fist application.
The ninth and tenth paragraphs are revised to read:
Profiles are defined as that won of the plastic lire that is applied at a greater thickness than the
base lire thickness. Profiles shall be applied using the extruded method in the same app iecation
as the base line. See the Standard Plans for details.
Embossed plastic lines are defined as a plastic lute applied with a transverse groove. Embossed
plastic Sines may be applied with profiles. See the Standard Playas for details.
The last paragraph is revised to read
When two or more spray applications are rettuireif to meet thickness requirements for Type A and
Type D materials, tap dressing with glass heads is only allowed on the last application. Any ?nose
beads, dirt or aftr debris shall be swept or Mawr+ riff the line prior to application of each
successive application. Successive applications shall be applied squarely can top of the prece6iing
application-
8 -22.4 Measurement
The sixth paragraph is revised to read,
Diagonal and chevron- shaped lines used to delineate medians. gore areas, and parking stalls, are
constructed of painted or plastic 4 inch and 8 inch wide lines in the color and pattern shown in the
Standard Plans. These lines will be measured as painted or plastic line or wide litre by the linear
toot of litre installed. Crosswalk line will be measured by the square foot of marking installed-
The seventh paragraph is revised to read:
Traffic arrows, traffic letters, mess parking space symbols, HOV symbols, railroad crossing
symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 112 markers. yield
line symbols, yield ahead symbols. and speed bump symbols will be measured per each Type I
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through 5 traffic arrows will be measured as one unit each, regardless of the number of arrow
heads-
The ninth paragraph is revised to read:
Removal of trafft armors, traffic letters, access parking space symbol, HOV lane syrntol, railroad
crossing symbol, bicycle lame symbols, drainage ma,rldngs, aerial surveillance full and 1
markers, yield line symbol, yield ahead symbol, and speed burnp symbol will be measured per
each. Removal of crosswalk lines will be measured by the square foot of lines removed_
8.22.5 Payment
The following items are deleted:
`Painted HOV Lane Symbol Type
`Plastic HOV Lane Symbol Type
This section is supplemented with the fotlovuinq:
Painter} Access Parking Space Symbol with Background ", per each.
"Plastic less Parking Space Symbol with Background4. per each,
Painted HOV Lane Symbol', per each.
"Plastic HOV Lane Symbol ", per eacha
'Painted Yield Line Symbol', per each,
'Mastic Yield Line Symbol', per each.
"Painted Yield Ahead Symbols, per each,
"Plastic Yield Ahead Symbol', per each.
'Painted Speed Bump Symbol ", per each,
'Plastic Speed Sump Symbolm, per each,
SECTION 9-02, BITUMINOUS MATERIALS
August 2, 2004
9 -02,1(3), Rapid- Curing (RC) Uqulid Asphalt
The column headings look -70, MC -250, MC-800, and C -3000 are revised to RC -70, RC -250, RC`
80!0. and RC- 3000 respectively.
The RC -250 requirement for "Residue of 68WF distlll,96M VolUmin by diffammW is revised from 67
to 65.
9 -02.1(4)A Performance Grades (PG) Asphalt Cement
This section including title is revised to read:
9 -02.1(4)14 Performance Graded Asphalt Binder
I -" I _Nza I -34 r -zi I -4111 I -3'1 I -AZ I -46 r -44 I -« I I
Original Binder
Flash paint lamp,
AASKro TAS fhnanum 230
.c
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PG58
PG64
PG70
P 76
Performance Grad
I -" I _Nza I -34 r -zi I -4111 I -3'1 I -AZ I -46 r -44 I -« I I
Original Binder
Flash paint lamp,
AASKro TAS fhnanum 230
.c
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Viscosity, AASHTO T316
Maximum 3 Pa - s test 135
temp, 'C
Dynamic shoat AASHTO
T315 G'hinb, mmimurn 58 54 'C 76
1 00 kPa Test temp
10 tatlts. 1C
Rolling Thin Film Oven Residue ( AASHTO T240)
Mass Change. Maximum, se 1.00
nt
Dynamic shear, AASHTO
T315 GtsinA, minimum 58 64 70 76
2 20 kPa Test temp 1@ 10
red/a. ' C
Pressure Aging Vessel Residue ( AASHTO R28)
PAV aging temperature, 100
'C _
Dynamic shear. AASHTO
T315 G'slnk rn"mum
50W kPa Test tamp a 221 19 1 16 ( 25 1 22 I 19 28 25 22 1 31 1 28
10 rod/s. 'C
Creep stillness, AASHTO
T313 S, maximum 300 12 -18 -24 -12 18 -24 12 -18 -24 12 -18
MPa, m - value, minimum
0 300 Test temp. 60 s
'c
1
2 All Performance Grade asphalt binders not included in this chart shall be determined by Table 1-
3 Performance Graded Asphalt Binder Specification in AASHTO M320.
4
5 SECTION 9 -03, AGGREGATES
6 April 4, 2005
7 9 -03.1(4)C Grading
8 The third paragraph is revised to read.
9
10 In individual tests, a variation of four under the minimum percentages or over the maximum
11 percentages will be permitted, provided the average of three consecutive tests is within the
12 specification limits. Coarse aggregate shall contain no piece of greater size than two times the
13 maximum sieve size for the specified grading measured along the line of greatest dimension
14
15 9 -03.8(2) HMA Test Requirements
16 Number 1 is revised to read,
17
18 Vacant.
19
20 The last paragraph of this section is revised to read.
21
22 When material is being produced and stockpiled for use on a specific contract or for a future
23 contract, the fine aggregate angularity, fracture, and sand equivalent requirements shall apply at
24 the time of stockpiling When material is used from a stockpile that has not been tested as
25 provided above, the speciftcabons for fine aggregate angularity, fracture, and sand equivalents
26 shall apply at the time of its Introduction to the cold feed of the mixing plant
27
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9 -03.12(4) Gravel Backfill for Drains
The percent Passing for Sieve size 3/8" square is revised from 10 - 40" to "0 - 40 ".
9 -03.12(5) Gravel Backfill for Drywells
The percent passing for sieve size 1" square is revised to "50- 100 "_
9 -03.14 Borrow
This section is supplemented with the following:
9 -03.14(1) Gravel Borrow
Ballast may be substituted for gravel borrow for embankment construction
9 -03.14(4) Gravel Borrow for Geosynthetic Retaining Wall
All backfill material used In the reinforced soil zone of the geosynthetic retaining wall shall conform
to requirements of Section 9- 03.14(1) and shall be free draining, free from organic or otherwise
deleterious material The material shall be substantially free of shale or other soft. poor durability
particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement
concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following
requirements:
Property Test Method Allowable Test Value
Los Angeles Wear,
500 rev AASHTO T 96 35 percent max
Degradation WSDOT Test Method 113 15 min.
pH AASHTO T 289-91
•• 4.5 to 9 for permanent walls and 3 to 10 for temporary walls
Wall backfill material satisfying these gradation, durability and chemical requirements shall be
classified as nonaggresslve.
9 -03.21(2) Recycled Hot Mix Asphalt
The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1.2
SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS
April 5, 2004
9 -04.2(2) Two Component Poured Rubber Joint Sealer
The section title is revised to read
9 -04.2(2) Poured Rubber Joint Sealer
SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, ANI
April 5, 2004
9 -05.4(3) Protective Treatment
Treatments 3, 4, and 6 are revised to read-
This treatment is no longer available.
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1 9- 05.4(4) Asphalt Coatings and Paved Inverts
2 The second paragraph under item 2 is revised to read
3
4 The paved invert for Treatment 2 shall consist of bituminous material applied In such a manner
5 that one or more smooth pavements will be formed in the invert filling the corrugations for at least
6 40 percent of the circumference. The pavement shall have a minimum thickness of 1/8 inch above
7 the crest of the corrugations except where the upper edges intercept the corrugation. The
8 pavements shall be applied following the coating with asphalt . Treatment 5 may be substituted for
9 Treatment 2, at the option of the Contractor
10
11 9 -05.10 Steel Storm Sewer Pipe
12 The first sentence Is revised to read.
13
14 Steel storm sewer pipe shall conform to the requirements of Section 9 -05 4 for steel culvert pipe,
15 except that protective coating shall be Treatment 1 or 5, and be constructed of either helically
16 corrugated lock seam or helically corrugated continuous welded steel pipe.
17
18 9 -05.11 Aluminum Storm Sewer Pipe
19 The first sentence Is revised to read
20
21 Aluminum storm sewer pipe shall conform to the requirements of Section 9 -05.5 for aluminum
22 culvert pipe, except that the protective coating shall be Treatment 1 or 5, and the pipe shall be
23 constructed of helically corrugated lock seam aluminum pipe.
24
25 9 -05.16 Grate Inlets and Drop Inlets
26 The first and second paragraphs are revised to read
27
28 Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except structural
29 tube shall conform to ASTM A 500, Grade 8, and structural shapes may conform to ASTM A 992
30 After fabrication, the steel shall be galvanized in accordance with AASHTO M 111, or galvanized
31 with a hot - sprayed (plasma flame applied) 6 mil minimum thickness plasma coating
32
33 Steel grating shall be fabricated by weld connections Welds, welding procedures, and welding
34 materials shall conform with the AWS D1, 101 1M, latest edition. Structural Welding Code
35
36 SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS
37 January 5, 2004
38 9 -06.16 Roadside Sign Structures
39 The third paragraph is revised to read -
40
41 Posts for multiple post sign structures shall conform to either ASTM A 36 or ASTM A 992 Posts
42 conforming to either ASTM A 588 or ASTM A 572 Grade 50 may be used as an acceptable
43 altemate to the ASTM A 36 and ASTM A 992 posts. All steel not otherwise specified shall conform
44 to either ASTM A 36 or ASTM A 992.
45
46 9 -06.18 Metal Railings
47 The first paragraph is revised to read.
48
49 Metal bridge railing shall conform to the type and material specifications set forth in the Plans and
50 Special Provisions. Steel used for metal railings, when galvanized after fabrication in accordance
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I with AASHTO M 111, shall have a controlled silicon content of either 0.00 to 0 04 percent or 0.15
2 to 0.25 percent_ Mill test certificates verifying the silicon content of the steel shall be submitted to
3 both the galvanizer and the Engineer prior to beginning galvanizing operations.
4
5 SECTION 9 -07, REINFORCING STEEL
6 April 4, 2005
7 9 -07.3 Epoxy Coated Steel Reinforcing Bars
8 This section is revised to read.
9
10 Epoxy coated rebar shall be coated according to AASHTO M 284 with the additional following
11 modifications:
12
13 1 The list of steel reinforcing bars acceptable for coating shall include ASTM A 706.
14
15 2 The Contractor shall furnish a written certification that properly identifies the material, the
16 number of each batch of coating material used, quantity represented, date of
17 manufacture, name and address of manufacturer. and a statement that the supplied
18 coating material meets the requirements of AASHTO M 284
19
20 3 Prior to coating the bars, the Contractor shall submit to the Engineer for review, the
21 coating material manufacturer's recommendation on the proper use and application
22 requirements of the coating material. For Pre Approved Epoxy Coating Facilities this
23 information will be available to the Fabrication Inspector upon request_
24
25 4. A certification stating that all bars have been coated in accordance with the coating
26 material manufacturer's recommendations and these Specifications shall be fumished
27 with each shipment. This certification shall include for each bar size the preheat
28 temperatures, cure times, thickness checks, holidays detected, and test results. Two
29 copies of these certifications shall be furnished to the Engineer
30
31 5 The Contractor shall give advance notice to the Engineer of the coating schedule in the
32 coating plant so that Contracting Agency inspection may be provided. The Engineer may
33 inspect the coated bars at the coating plant for approval
34
35 6 The patching material, compatible with the coating material and inert in concrete, shall
36 be supplied with each shipment.
37
38 7. For projects where epoxy coated steel reinforcing bars are used in the top mat of bridge
39 decks only, the maximum amount of damage to the coating shall not exceed 0 25
40 percent of the surface area of each bar
41
42 8. The thickness of epoxy coating shall be 10 mils plus or minus 2 mils.
43
44 9. Samples, when required, shall be shipped to the Washington State Department of
45 - Transportation, Materials Laboratory, 1655 South 2nd Ave, Tumwater, Washington
46 98504.
47
48 9 -07.10 Prestressing Reinforcement Strand
49 The fourth paragraph is revised to read -
50
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For every 5 reels famished, one sample. not less than 5 feet long, shall be sent to the Engineer
for testing. Samples of the furnished reels with Manufacturer's Certificate of Compliance, a mill
certificate, and test report may be shipped directly by the manufacturer to the Engineer. An
independent inspector, approved by the Contracting Agency, shall be present during sampling and
shall provide a written certification to the Engineer
9 -07.11 Prestressing Reinforcement Bar
The sixth paragraph is revised to read
For each heat of steel for high - strength steel bar. the Contractor shall submit two samples, each
not less than 5 feet long, to the Engineer for testing.
SECTION 9 -08, PAINTS
April 5, 2004
9-08.2 Paint Formulas — General
The following paint formulas and associate specifications are deleted
Formula A-6-86 Zinc Dust Zinc Oxide Primer
Formula H -2-83 -White Masonry Paint for Precast Curbs
Formula H -3-83 Yellow Masonry Paint for Precast Curbs
SECTION 9 -09, TIMBER AND LUMBER
January 5, 2004
9 -09.2 Grade Requirements
Under "Structures ". the last sentence Is revised to read:
Timber lagging for soldier pile walls shall be Douglas Fir - Larch, grade No 2 or better or Hem -Fir
No 1
SECTION 9 -10, PILING
April 5, 2004
9 -10.5 Steel Piling
This section is revised to read
The material for steel piling and pile splices shall conform to ASTM A 36 or ASTM A 992, except
the material for steel pipe piling and splices shall conform to the requirements of ASTM A 252,
Grade 2. Steel soldier piles. and associated steel bars and plates, shall conform to ASTM A 36 or
ASTM A 992, except as otherwise noted in the Plans. All steel piling may be accepted by the
Engineer based on the Manufacturer's Certification of Compliance
SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING
August 2, 2004
9-14.4(l) Straw
The first sentence is revised to read:
All straw material shall be in an air dried condition free of noxious weeds and other materials
detrimental to plant life.
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1
2 9- 14.418) Compost
3 The fourth paragraph is revised to read
4
5 Compost production and quality shall comply with the Chapter 173 -305 Section 220 WAC.
6
7 Under the fifth paragraph, item 1 is revised to read
8
9 1. Compost material shall be tested In accordance with AASHTO Test Method T87 and Section
10 7 of AASHTO T88.
11
12 Compost Type 1 shall meet the following
13
14 100% shall pass through a 2' sieve
15 90% to 100% shall pass through a 1' sieve.
16 70% to 100% shall pass through a %' sieve.
17 40% to 75°x6 shall pass through a 74" sieve.
18 Maximum particle length of 6 inches
19
20 Compost Type 2 shall meet the following:
21
22 100% shall pass through a 3' sieve
23 90% to 100% shall pass through a 1' sieve.
24 70% to 100% shall pass through a % sieve.
25 40% to 60% shall pass through a '/.' sieve.
26 Maximum particle length of 6 inches.
27
28 In the seventh paragraph, the first sentence is revised to read
29
30 Approval of sources for composted products shall be based on the following submittals by the
31 Contractor.
32
33 This section is supplemented with the following:
34
35 Acceptance will be based upon a satisfactory Test Report from the State Materials Lab indicating
36 that the lot (or lots) of compost meets the specification requirements.
37
38 SECTION 9 -15, IRRIGATION SYSTEM
39 January 5, 2004
40 9 -15.2 Drip Tubing
41 The second sentence is revised to read
42
43 Drip tubing shall have a minimum wall thickness of 0.045 inch.
44
45 SECTION 9 -16, FENCE AND GUARDRAIL
46 April 4, 2005
47 9 -16.1 Chain Link Fence and Gates
48 All sub - sections under Section 9 -16 1 are deleted and replaced with the following.
49
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9- 16.1(1) General
All material used in the construction of chain link fence and gates shall be new. Iron or steel
material shall be galvanized unless specified otherwise Material upon which serious abrasions of
galvanizing occur shall not be acceptable
9- 16.1(1)A Post Material for Chain Link Fence
Except as noted otherwise, post material shall conform to the requirements of AASHTO M 181.
Type 1 (zinc - coated steel), Grade 1 or 2, and shall be understood to include all round and roll-
formed material (brace rails, top rails, line posts, brace posts, end posts. comer posts and pull
posts).
Grade 1 post material shall conform to the weight per linear foot, minimum wall thickness and
detail requirements of Standard Plan L -2. Grade 1 post material that exceeds the maximum wall
thickness requirement of Standard Plan L -2 may be accepted provided it does not interfere with
the proper construction of the fence.
Grade 2 post material shall meet the organic exterior coatings requirements of AASHTO M 181
(Section 33) and the additional requirement that the interior coated surface shall be capable of
resisting 300 hours of exposure to salt fog with a maximum of 5% red rust when tested in
accordance with ASTM B 117.
Round Post Material
Round post material shall be Grade 1 or 2.
Roll Form Material
Roll - formed post material shall be Grade 1. Roll- formed end, comer, and pull posts shall
have integral fastening loops to conned to the fabric for the full length of each post. Top
rails and brace rails shall be open rectangular sections with internal flanges as shown in
Standard Plan L -2
9- 16.1(1)B Chain Link Fence Fabric
Chain link fabric shall consist of 11 gage wire for Types 3, 4, and 6 fence, and 9 gage wire for
Type 1 fence. The fabric shall be zinc- coated steel wire conforming to AASHTO M 181, Class C
The wire shall be woven into approximately 2 -inch diamond mesh. The width and top and bottom
finish of the fabric shall be as specified in AASHTO M 181.
9- 16.1(1)C Tension Wire
Tension wire shall meet the requirements of AASHTO M 181 Tension wre galvanizing shall be
Class 1.
9- 16.1(1)D Fittings and Hardware
Except where indicated, fittings shall be malleable cast Iron or pressed steel and shall conform to
the requirements of ASTM F626 or AASHTO M232, whichever is applicable. Fittings for any
particular fence shall be those fumished by the manufacturer of the fence.
Tension truss rods shall be 3/8 inch round galvanized rods with drop forged tumbuckles or other
approved type of adjustment. Couplings for tubular sections shall be outside sleeve type and
shall be at least 6 inches long
Eye bolts for attaching tension wire shall be 3/8 Inch diameter and of sufficient length to fasten to
the type of post being used.
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2 Tension bars shall be 3/16 inch by 3/4 inch nominal and cross sectional area shall be 0.141 in +�-
3 5%.
4
5 Hog rings shall be 12 gage galvanized steel wire. Tie wire shall be 9 gage galvanized steel wire
6 or 9 gage aluminum wire meeting the requirements of ASTM F626
7
8 9- 16.1(E) Chain Link Gates
9 Gate frames shall be constructed of not less that 11/2 inch (I.D.) hot-dipped galvanized pipe
10 conforming to AASHTO M 181 Type I, Grade 1 or 2 as specified in Section 9-16 1(1)A. The
11 corners of the gate frame shall be fastened together and reinforced with a malleable iron or
12 pressed steel fitting designed for the purpose, or they may be welded_ Welding shall conform to
13 the requirements of Section 6- 03.3(25) All welds shall be ground smooth and painted with an A-
14 9-73 orA -11 -99 primer meeting the requirements of Section 9 -08.2. The paint shall be applied in
15 one or more coats to provide a minimum dry film thickness of 3.5 mils.
16
17 Chain link fence fabric for filling the gate frame shall meet the requirements of Section 9 -16 1(1)8
18 for the fence type being furnished
19
20 Cross trussing shall be 5/16 inch steel adjustable rods galvanized in accordance with Section 9-
21 16.1(1)D_
22
23 Each gate shall be furnished complete with necessary hinges, latch, and drop bar locking device
24 designed for the type of gate posts and gate used on the project Gates shall have positive type
25 latching devices with provisions for padlocking. Hinges, latches, and locking devices shall be
26 galvanized In accordance with Section 9- 16.1(1)D.
27
28 Gate frames constructed of steel sections, other than pipe, that are fabricated in such a manner
29 as to form a gate of equal or better rigidity may be used provided they are approved by the
30 Engineer
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32 9- 16.1(1)F Concrete
33 All concrete for chain link fence shall be as specified in Section 6- 02.3(2)8.
34
35 9- 16.1(2) Approval
36 Approval of materials for chain link fence shall be by evaluation of independent test results from a
37 certified testing laboratory or by QPL. Independent test results for evaluation shall be submitted
38 to the State Materials Engineer in Tumwater WA.
39
40 9 -16.2 Wire Fence and Gates
41 All sub - sections under Section 9 -16.2 are deleted and replaced with the following
42
43 9- 16.2(1) General
44 All materials used in the construction of the wire fence shall be new. All iron or steel material shall
45 be galvanized. Material upon which serious abrasions of galvanizing occur will not be acceptable.
46
47 9- 16.2(1)A Steel Post Material
48 0 Round Post Material
49 Round post material shall conform to AASHTO M 181, Type 1, Grade 1
50
51 Angle Post Material (Channel, T, U. Y, or Other Approved Style)
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All angle post material shall be hot - dipped galvanized In accordance with the requirements of
AASHTO M 111 grade 75. Galvanizing shall be 1 7 ozM2 of surface area. Angle post used
for end, comer, gate and pull post and brace shall have a minimum weight of 3.1 IhM.
Posts shall be not less than 7 feet in length A tolerance of -5% on the weight of Individual posts
braces or anchor plates will be permitted. One type of line post shall be used throughout the
project. Line posts shall be studded, slotted, or property adapted for attaching either wire or mesh
in a manner that will not damage the galvanizing of posts, wire or mesh during the fastening. Line
posts shall have a minimum weight of 1 33 Ibs/ft and shall be provided with a tapered galvanized
steel anchor plate The anchor plate shall be securely attached and have a surface area of 20 +1-
2 In', a minimum weight of 0 67 pounds and 1.7 ortft2 galvanizing
9- 16.2(1)B Wood Fence Posts and Braces
Douglas fir, Western red cedar, hemlock, or larch shall be used in the construction of wood fence
posts and braces. The material shall be of good quality and approved by the Engineer before
use. Peeler cores shall not be used for round posts. Wood fencing materials shall have sufficient
sapwood in the outer periphery to obtain the specified penetration of preservative. Westem red
cedar will not require preservative treatment. Fencing materials shall be cut to the correct length
before pressure treatment
Line posts shall be 3 inch minimum diameter round posts or nominal 3 inch by 3 inch square
sawed posts If the posts are to be pointed for driving, they shall be pointed before treatment.
Line posts shall be at least 7 feet in length.
Pull posts and brace posts shall be 6 inch diameter round posts or nominal 6 inch by 6 inch
material not less than 7 feet in length
End, gate, and comer posts, and posts at an Intersecting fence shall be 6 inch diameter round
posts or nominal 6 inch by 6 inch material not less than 7 feet 10 Inches in length
All sawed posts and timbers shall meet the requirements in the table under Section 9-09 2
The preservatives used to pressure treat wood fencing materials shall meet the requirements of
Section 9 -09.3.
The retention and penetration of the preservative shall be as follows.
Minimum Retention in Pounds Per Cubic Foot
Preservative I Sawed Posts Round Posts
Creosote
10.00
8.00
Pentachloro henol
0.50
040
ACA
0.40
0.40
ACZA
0.40
0.40
CCA
0.40
0.40
Minimum Penetration
for material 5' or less - 0.40 inches penetration and 90°% of sapwood
for material 5' or greater - 0.50 inches penetration and 90% of sapwood
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2 9- 16.2(1)C Brace Wire
3 Brace wire shall be 9 gage wire galvanized to meet the requirements of AASHTO M 279. Type Z.
4 Class 1.
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6 9- 16.2(1)D Staples and Wire Clamps
7 The staples used to attach the wire fencing to wood posts shall be 9 gage wire, 1 1/2 inches long,
8 galvanized to meet the requirements of AASHTO M 279, Type Z, Class 1
9
10 The wire clamps used to attach the wire fencing to steel posts shall be 11 gage wire, galvanized to
11 meet the requirements of AASHTO M 279, Type Z, Class 1.
12
13 9- 16.2(1)E Barbed Wire
14 Barred wire shall conform to the requirements of AASHTO M 280, Type Z and shall consist of two
15 strands of 12 1/2 gage wire, twisted with four point 14 gage barbs with barbs spaced 5 Inches
16 apart (Design 12- 4- 5 -14R). Galvanizing shall be Class 3.
17
18 9- 16.2(1)F Wire Mesh
19 Wire mesh shall conform to the requirements of AASHTO M 279, Type Z and shall consist of eight
20 horizontal wires with vertical stays spaced 6 inches apart The top and bottom wires shall be 10
21 gage, and the intermediate wires and vertical stays shall be 12 1/2 gage. The mesh shall have a
22 total width of 32 inches (Design 832 -6-12 112) Galvanizing shall be Class 3
23
24 The zinc coated wire as represented by the test specimens shall be capable of being wrapped in
25 a Close helix at a rate not exceeding 15 tums /minute around a cylindrical steel mandrel having a
26 diameter the same as the specimen being tested, without cracking or flaking the zinc coating to
27 such an extent that any zinc can be removed by rubbing with the bare fingers.
28
29 9- 16.2(1)G Vertical Cinch Stays
30 Vertical cinch stays shall be 10 gage galvanized wire meeting the requirements of AASHTO M
31 279, Type Z, Class 1
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33 9- 16.2(1)H Miscellaneous Hardware
34 Bolts, nuts, hinges, latches and other miscellaneous hardware shall be galvanized in accordance
35 with AASHTO M 232.
36
37 9- 16.2(1)1 Wire Gates
38 Gate frames shall be constructed of galvanized pipe with a nominal diameter of not less than 1
39 inch. The pipe shall conform to the requirements of AASHTO M 181 Type I, Grade 1. Wire gates
40 shall be not less than 48 inches in height and shall be designed to fit openings of the width called
41 for in the Plans or as indicated by the bid items Each gate shall be provided with two upright
42 braces of the same material as the frame, spaced at 1/3 points in the gate. All gates shall be
43 provided with adjustable 5/16 inch diameter galvanized diagonal truss rods from corner to corner.
44 Galvanizing shall be in accordance with Section 9- 16.2(1)H.
45
46 The gate frame shall be provided with wire mesh conforming to the requirements specified in
47 Section 9- 16.2(1)F, except that it shall consist of 10 horizontal wires and have a total width of 47
48 inches.
49
50 Each gate shall be furnished complete with necessary galvanized hinges and latch designed for
51 use with the type of gate posts used on the project The hinges shall be so designed as to be
52 securely attached to the gate post and to enable the gate to be swing back against the fence.
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Double gates shall be hinged in the same manner as single gates and shall be provided with an
approved galvanized drop bar locking device. Galvanizing for hinges. latches, and loclung
devices shall be in accordance with Section 9- 16.2(1)H.
9- 16.2(1)J Concrete
All concrete for wire fence shall be as specified in Section 6- 02.3(2)B
9- 16.2(2) Approval
Approval of materials for wire fence shall be by evaluation of independent test results from a
certified testing laboratory or by QPL Independent test results for evaluation shall be submitted
to the State Materials Engineer in Tumwater WA.
9- 16.3(1) Rail Element
The third paragraph is revised to read,
The 6 -inch channel rails and splice plates shall conform to ASTM A 36, except that the channel
rails may conform to ASTM A 992 All fabrication shall be complete before galvanizing.
9- 16.3(2) Posts and Blocks
The first sentence of the first paragraph is revised to read
Posts and blocks may be of creosote treated timber, pentachlorophenol treated timber,
waterbome chromated copper arsenate (CCA), ammoniacal copper arsenate (ACA), or
ammoniacal copper zinc arsenate (ACZA), treated timber or galvanized steel; except only treated
timber posts and blocks may be used for weathering steel beam guardrail.
In the second paragraph, the treatment for Pentachlorophenol is revised from 060 Ibs pcf to 0.60 lbs.
pCf.
The fourth paragraph is revised to read
Steel posts, blocks, and base plates, where used, shall conform to either ASTM A 36 or ASTM A
992, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to
Section 6- 03.3(25). All fabrication shall be completed prior to galvanizing.
9- 16.3(4) Hardware
This section is revised to read
Botts, unless otherwise specified, shall comply with ASTM A 307 Grade A specifications. High
strength bolts shall conform to the requirements of AASHTO M 164. Nuts, unless otherwise
specified, shall comply with ASTM A 563 Grade A specifications. Washers, unless otherwise
specified, shall meet ASTM F 844 specifications. The Contractor shall submit a manufacturer's
certificate of compliance for high strength bolts, nuts, and washers prior to installing any of the
hardware. A307 Bolts will be accepted by field verification and documentation that bolt heads are
stamped 307A_
9- 16.3(5) Anchors
The sixth paragraph is revised to read:
The anchor plate, W200 x 27 and metal plates shall be fabricated of steel conforming to the
specifications of ASTM A 36, except that the W200 x 27 may conform to ASTM A 992.
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SECTION 9 -17, FLEXIBLE GUIDE POSTS
January 5, 2004
9 -17.3 Field Tests
In the last paragraph, the last sentence Is revised to read.
At least 70 percent of the guide posts must pass each criteria in the 55 miles per hour series of
impacts to be acceptable
SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES
April 4, 2005
This section is supplemented with the following new sub-sections-
9-23.10 Ground Granulated Blast Fumace Slag
Ground granulated blast furnace slag shall meet the requirements of AASHTO M 302, Grade 100
or Grade 120. The grade of the ground granulated blast furnace slag, the source, and type of
manufacturing facility shall be certified on the cement mill test certificate.
9 -23.11 Microsilica Fume
Microsilica Fume shall conform to the requirements of AASHTO M 307_ The optional physical
requirement for Reactivity with Cement Alkalies set forth in Table 3 will be required when
Microsilica Fume is being used as an ASR mitigation measure.
SECTION 9 -28, SIGNING MATERIALS AND FABRICATION
August 2, 2004
9 -28.1 General
The third sentence in the first paragraph is deleted.
9 -28.8 Sheet Aluminum Signs
The sheet thickness chart Is revised to read.
Maximum Horizontal Dimension
Overlay panels
Up to 20 inches
20 inches to 36 Inches, Inclusive
Over 36 inches (Permanent Signs)
The fourth paragraph is revised to read
Sheet Aluminum Thickness
0.050 inch
0.063 inch
0.080 inch
0.125 inch
Before placing aluminum in contact with untreated steel. the steel surfaces shall be protected by
proper cleaning and painting with one coat of Zinc Primer A -9-73 or A -11 -99 and two coats of
aluminum paint D -1 -57.
9 -28.10 Plywood Signs
This section is deleted
9 -28.11 Hardware
The entry for hardware item "Angle and 'Z' Bar" In the table in this section is revised to read:
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Angle and 'T Bar ASTM B 221 6061 -T6 Aluminum
ASTNt A 36 or ASTM A 992 Steel
9- 28.14(2) Steel Structures and Posts
This section is revised to read
Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge
structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade
B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as shown in the
Plans or Standard Plans_ All other structural steel for sign bridge structures and cantilever sign
structures shall conform to either ASTM A 36 or ASTM A 992 Truss member connection
hardware shall conform to Section 9- 06.5(3).
Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or
S. and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge
mounted sign brackets shall conform to either ASTM A 36 or ASTM A 992. U bolts, and
associated nuts and washers, shall be stainless steel conforming to Section 9- 28,11, and shall be
fabricated hot
Anchor rods for sign bridge and cantilever sign structure foundations shall conform to ASTM F
1554 Grade 105, including Supplemental Requirements S2, S3, and S5. Nuts and washers for
sign bridge and cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH
and AASHTO M 293, respectively.
Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO
M 111, unless noted otherwise in the Plans. All bolts, nuts, and washers shall be galvanized after
fabrication in accordance with AASHTO M 232. Unless otherwise specified in the Plans or Special
Provisions, metal surfaces shall not be painted
Except as otherwise noted, steel used for sign structures and posts shall have a controlled silicon
content of either 0 00 to 0 04 percent or 0 15 to 0.25 percent If the Plans or Special Provisions
specify painting of the galvanized steel surfaces, then the controlled silicon content requirement
does not apply for those steel members Mill test certificates verifying the silicon content of the
steel shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing
operations
Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to
the end product as determined by the Engineer If such modifications are contemplated, the
Contractor shall submit to the Engineer, for approval, six copies of the proposed modifications,
prior to fabrication
42 SECTION 9 -29, ILLUMINATION, SIGNALS, ELECTRICAL
43
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48
49
50
51
April 4, 2005
9 -29.3 Conductors, Cable
Under the second paragraph, item 5 is revised to read.
5 Pole and bracket cable shall be a two- conductor cable rated for 600 volts. The individual
conductors shall be one red and one black 19- strand No. 10 AWG copper, assembled
parallel. The conductor insulation shall be 45 -mil polyvinyl chloride or a 600 volt rated cross -
linked polyethylene. The Jacketing shall be polyethylene or polyvinyl chloride not less than
45 -mils thick If luminaires with remote ballasts are specified in the contract, this same cable
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1 shall be used between luminaire and ballast for both timber and omamental pole
2 construction. If the luminaire requires fixture wire temperatures greater than 75 °C, the outer
3 jacket shall be stripped for that portion of the cable inside the luminaire. The single
4 conductors shall then be sheathed with braided fiberglass sleeving of the temperature rating
5 recommended by the luminaire manufacturer
6
7 9 -29.6 Light and Signal Standards
8 The first paragraph is supplemented with the following.
9
10 Fabrication of light and signal standards shall conform to the applicable requirements of Section
11 6- 03.3(14).
12
13 9- 29.6(1) Light and Signal Standards
14 This section including title is revised to read
15
16 9- 29.6(1) Steel Light and Signal Standards
17 Steel plates and shapes for light and signal standards shall conform to ASTM A 36, except that
18 structural shapes may conform to ASTM A 992. Shafts for light and signal standards, except Type
19 PPB signal standards, shall conform to ASTM A 572 Grade 50. Shafts and caps for Type PPB
20 signal standards, slipfitters for type PS I, FB, and RM signal standards, and all pipes shall conform
21 to ASTM A 53 Grade B. Base plates for light standards shall conform to ASTM A 572, Grade 50,
22 except as otherwise noted in the Standard plans for fixed base light standards. Base plates for
23 signal standards shall conform to ASTM A 36. Connecting bolts shall conform to AASHTO M 164
24 Fasteners for handhole covers, bands on lighting brackets, and connector attachment brackets
25 shall conform to ASTM F 593.
26
27 Light and signal standards shall be hot - dipped galvanized in accordance with AASHTO M 111 and
28 AASHTO M 232.
29
30 Steel used for light and signal standards shall have a controlled silicon content of either 0.00 to
31 0.04 percent or 0.15 to 0.25 percent. Mill test certificates verifying the silicon content of the steel
32 shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing
33 operations.
34
35 9- 29.6(2) Slip Base Hardware
36 This section is revised to read
37
38 Slip plates and anchor plates for light standards and for Type FB and RM signal standards shall
39 conform to the requirements of ASTM A 572 Grade 50. The keeper plate shall be 28 gage,
40 conforming to ASTM A 653 coating designation G 90. Clamping bolts for slip base assemblies
41 and slip base adapters shall conform to AASHTO M 164. Studs and bolts for slip base adapters
42 shall conform to AASHTO M 164. Nuts shall conform to AASHTO M 291 Grade DH Hardened
43 washers shall conform to AASHTO M 293. Plate washers shall conform to ASTM A 36.
44
45 Galvanized bolts shall meet standard specification 9- 06.5(4).
46
47 9 -29.10 Luminaires
48 Under the first paragraph, the third sentence in item D is revised to read.
49
50 All internal luminaire assemblies shall be assembled on or fabricated from either stainless steel or
51 galvanized steel.
52
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9 -29.13 Traffic Signal Controllers
This section is supplemented with the following.
All Traffic Signal Control Equipment Shall be Tested As Follows
The supplier shall
Seven days prior to shipping, arrange appointment for controller cabinet assembly,
and testing at the WSDOT Materials Laboratory or the facility designated in the
Special Provisions.
2 Assembly shall be defined as but not limited to tightening all screws, nuts and bolts,
verifying that all wiring is clear of moving parts and properly secured, installing all
pluggables, connecting all cables, Verify that all contract required documents are
present, proper documentation is provided, and all equipment required by the
contract is installed
3 The assembly shall be done at the designated WSDOT facility In the presence of
WSDOT personnel.
4. The supplier shall demonstrate that all of the functions required by this specification
and the contract Plans and Special Provisions perform as intended. Demonstration
shall include but not be limited to energizing the cabinet and verifying that all 8
phases, 4 pedestrian movements, 4 overlaps (as required by the Contract
Provisions) operate per Washington State Standard Specifications Section 9 -29.13
The supplier shall place the controller in minimum recall with interval timing set at
convenient value for testing purposes. Upon a satisfactory demonstration the
controller assembly will then be accepted by WSDOT for testing.
5 If the assembly, and acceptance for testing is not complete within 5 working days of
delivery, the Project Engineer may authorize the return of the assembly to the
supplier, with collect freight charges to the supplier.
6 The Contractor will be notified when the testing is complete, and where the
assembly is to be picked -up for delivery to the project.
7 The supplier has 5 working days to repair or replace any components that fail during
the testing process at no cost to the Contracting Agency. A failure shall be defined
as a component that no longer functions as intended under the conditions required
or does not meet the requirements of the Contract Specifications and is at the soul
discretion of WSDOT.
8 Any part or component of the controller assembly, including the cabinet that is
rejected shall not be submitted for use by WSDOT or any City or County in the State
of Washington.
9- 29.13(6) Radio Interference Suppressers
In the first paragraph, the second sentence is revised to read.
Interference suppressers shall be of a design which will minimize interference in both broadcast
and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency
range of 200 kilohertz to 75 megahertz when used in connection with normal installations
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2 9- 29.13(7) Traffic - Actuated Controllers
3 In the first paragraph. item 3 is revised to read
4
5 3 A minimum of four overlaps.
6
7 9- 29.13(7)B Auxiliary Equipment for NEMA Controllers
8 Under the first paragraph, item 2 is supplemented with the following:
9
10 The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four
11 pedestrian phases, four emergency pre - empts, four overlaps (OL A, B. C. D).
12
13 Under the first paragraph, item 7 is revised to read
14
15 7. A "Display Panel" when noted In the contract The display panel shall depict a generic eight -
16 phase operation. The panel shall be mounted on the inside of the front cabinet door and the
17 mounting shall be of a design that allows positioning of the panel in four Orientations 90
18 degrees from each other. The mounting shall be removable without use of any tools
19 Incandescent red, yellow, green, walk and don't walk indicator lights shall be provided for
20 each phase. The indicator lights shall be connected to the associated field terminals. The
21 connecting cable shall be long enough to allow for any mounting Orientation. No diodes will
22 be allowed in the display panel. A means of disconnecting all wiring entering the panel shall
23 be provided Switches shall bee provided on the panel with labels and functions as follows-
24
25 a Display On — Signal Indicator lamps will display the operation of the intersection
26
27 b Test — All indicator lamps shall be energized.
28
29 c. Display Off — all signal indicator lamps shall be de- energized
30
31 A `Detector Panel', as specified in Standard Specification Section 9- 29.12(7)D, shall be
32 installed. The panel shall be mounted on the inside of the front cabinet door. The detector
33 panel shall be constructed as a single unit. Detector switches with separate operate, test,
34 and off positions shall be provided for each field detector input circuit A high intensity light
35 emitting diode (LED) shall be provided for each switch. The lamp shall energize upon
36 vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded
37 momentary contact that will place a call into the controller. When in the OFF position,
38 respective detector circuits will be disconnected. In the operate position, each respective
39 detector circuit shall operate normally Switches shall be provided on the panel with labels
40 and functions as follows
41
42 a. Display On — Detector indicator lights shall operate consistent with their respective
43 switches
44
45 b. Display Off — detector indicator lights shall be de- energized
46
47 A means of disconnecting all wiring entering the panel shall be provided. The disconnect
48 shall include a means to jumper detection calls when the display panel is disconnected. All
49 switches on the panel shall be marked with its associated plan detector number All markers
50 shall be permanent
51
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9- 29.13(7)D NEMA Controller Cabinets
This section is revised to read.
Each traffic - actuated NEMA controller shall be housed in a weatherproof cabinet conforming to
the following requirements:
Construction shall be of 0.073 -inch minimum thickness series 300 stainless steel or
0.125 minimum thickness 5052 H32 ASTM 8209 alloy aluminum. The stainless steel
shall be annealed or one - quarter- hardness complying with ASTM A666 stainless steel
sheet. Cabinets may be finished inside with an approved finish coat of exterior white
enamel. If no other coating is specified in the Contract Provisions the exterior of all
cabinets shall be bare metal. All controller cabinets shall be fumished with front and rear
doors
2 The cabinet shall contain shelving, brackets, racks, etc, to support the controller and
auxiliary equipment All equipment shall set squarely on shelves or be mounted In racks
and shall be removable without turning, tilting, or rotating or relocating one device to
remove another. A 24 slot rack or racks shall be installed. The rack(s) shall be wired for
2 channel loop detectors and as follows Slots 1 & 2 phase 1 loop detectors. Slots 3, 4,
8 5 phase 2 loop detectors. Slots 6 & 7 phase 3 loop detectors. Slots 8, 9. 8 10 phase
4 loop detectors. Slots 11 & 12 phase 5 loop deterctors. Slots 13, 14, 8 15 phase 6 loop
detectors_ Slots 16 8 17 phase 7 loop detectors Slots 18, 19 & 20 phase 8 loop
detectors. Slot 21 upper phase 1 loop detector. Slot 21 lower phase 5 detector. Slot 22
wired for a 2 channel discriminator channels A, C. Slot 23 wired for a 2 channel
discriminator, channels B, D Slot 24 wired for a 4 channel discriminator, wired for
channel A, B, C, D All loop detector slots shall be wired for presence/ pulse detection/
extension. If an external power supply is required in order for the entire racks(s) to be
powered it shall be installed. All rack(s) slots shall be labeled with engraved
identification strips
Additional detection utilizing the 'D' connector shall be installed in accordance with the
contract. The cabinet shall be of adequate size to properly house the controller and all
required appurtenances and auxiliary equipment in an upright position with a clearance
of at least 3 inches from the vent fan and filter to allow for proper air flow. In no case
shall more than 70 percent of the cabinet volume be used. There shall be at least a 2-
inch clearance between shelf mounted equipment and the cabinet wall or equipment
mounted on the cabinet wall.
4 The cabinet shall have an air intake vent on the lower half of the front door, with a 12
Inch by 16 inch by 1 inch removable throw away filter, secured in place with a spring -
loaded framework.
5. The cabinet door(s) shall be provided with
a. Spring loaded construction core locks capable of accepting a Best type CX
series six segment (core installed by others) shall be installed in each door with
the exception of the police panel door. Cabinet doors shall each have a three
point latch system.
b. A police panel assembly shall be installed in the front door and shall have a
stainless steel hinge pin and a police panel lock Two police keys with shafts a
minimum of 1 3/4 Inches long shall be provided with each cabinet.
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2 c. All doors and police panel door shall have one piece closed cell, neoprene
3 gaskets
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5 d A two position doorstop assembly Front and rear interior light control switches.
6
7 9- 29.13(7)E Type 170E, 170E- HC -11, 2070, 2070 Lite, ATC Controller Cabinets
8 This section is revised to read:
9
10 The above controllers shall be housed in a Models 332, Double 332, 336, 336S, 303 ITS /ATC
11 cabinets, or as specified In the contract. Each door shall be furnished with a construction core
12 lock conforming to Standard Specifications 9 -29.13 (7)D 5a, b and c above. A police panel with
13 door, stainless steel hinge pin and lock shall be provided. Two police keys with shafts a minimum
14 of 1 3/4' long shall be provided with each cabinet. Each of these cabinets shall be furnished with
15 auxiliary equipment described in Standard Specification 9- 29.13(7)C. Type 334 cabinets for traffic
16 data station controller furnished shall meet current Caltrans 170E spec cations, as stated in
17 Standard Specification 9- 29.13(7) and as follows. Camera control and DMS local control cabinets
18 shall contain the equipment shown in the Plans. The cabinet shall have the same extemal
19 physical dimensions and appearance of Model 334 cabinets.
20
21 1 The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with
22 Section 9- 29.13(7)D, Item number 1. Painted steel, painted or anodized aluminum Is not
23 allowed.
24
25 2 Cabinet doors shall have a three -point latch and two - position stop assembly with spring
26 loaded construction core lock capable of accepting a Best lock company type, with 6 -pin
27 CX series core. The Contractor shall supply construction cores. Upon contract
28 completion, the Contractor shall deliver two master keys to the Engineer.
29
30 3 Field wire terminals shall be labeled in accordance with the Field Wiring Chart.
31
32 4 A shatterproof fluorescent interior cabinet lights with seff- starting ballast shall be
33 fumished, one fixture mounted on the rear rack near the top and the second mounted at
34 the top of the front rack Door switches shall automatically turn on both lights when
35 either door is opened
36
37 5. One controller unit shelf, which attaches to the front rails of the EIA rack, shall be
38 provided in lieu of the two controller unit support angles. The shelf shall be fabricated
39 from aluminum and shall be installed such that it does not interfere with access to any
40 terminal block. The shelf shall contain a rollout flip -top drawer for storage of wiring
41 diagrams and manuals.
42
43 A disposable paper filter element of at least 180 square inches shall be provided in lieu of a metal
44 finer.
45
46 All traffic data and ramp meter cabinets shall include the following accessories:
47
48 1. Each cabinet shall be equipped with a fully operable controller equipped as specified in
49 the Contract Provisions.
50
51 2. Two input files, except on Type 303 and 336 cabinet shall be supplied, each using 133
52 millimeters of rack height.
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3 Power Distribution Assembly shall be PDA #3 as detailed in the January 1989 Caltrans
170 specification, with all current amendments
The PDA #3 shall contain three Model 200 Load Switches.
A transient voltage protection device shall be provided, which plugs Into the controller
unit receptacle and In turn accepts the controller plug and meets the electrical
requirements of Section 9- 29.13(7)B(3) item e
A second transfer relay, Model 430. shall be mounted on the rear of the PDA #3 and
wired as shown in the Plans.
4 Police Panel shall contain only one DPDT toggle switch. The switch shall be labeled
POLICE CONTROL, ON -OFF
5. Display Panel
A. General
Each cabinet shall be furnished with a display panel. The panel shall be mounted,
showing and providing detection for inputs and specified controller outputs, at the
top of the front rack above the controller unit. The display panel shall be fabncated
from brushed aluminum and constructed according to the detail in the Plans.
8_ Text
All text on the display panel shall be black in color and silk screened directly to the
panel except the Phenolic detector and cabinet nameplates. A nameplate for each
loop shall be engraved with a 1/4 inch nominal text according to the ITS Field Winng
Charts. The nameplates shall be permanently affixed to the display panel
C. LEDs
The LEDs for the display panel shall meet the following specifications:
Case size
Viewing angle
Brightness
T 1 -3/4
50° minimum
8 Milli candelas
LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or
green in color. All other LEDs shall be red. All LEDs shall have tinted diffused
lenses.
D Detector Display Control Switch
Each display panel shall be equipped with one detector display control switch on the
panel with labels and functions as follows:
ON
Detector display LEDs shall operate consistent with their separate switches
OFF
All detector indicator LEDs shall be de- energized Detector calls shall continue
to reach the controller.
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TEST
All detector Indicator LEDs shall illuminate and no calls shall be placed to the
controller_
E Advance Warding Sign Control Switch
Each display panel shall be equipped with one advance warning sign control switch
on the panel with labels and functions as follows:
AUTOMATIC
Sign Relay shall energize upon ground true call from controller
SIGN OFF
Sign Relay shall de- energize.
SIGN ON
Sign Relay shall energize
F. Sign Relay
The sign relay shall be plugged into a socket installed on the rear of the display
panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or
sink) 50 milliamperes t 10% from the 170E controller and have a DPDT contact
rating not less than 10 amperes. A 1 N4004 diode shall be placed across the relay
coil to suppress voltage spikes. The anode terminal shall be connected to terminal
#7 of the relay as labeled in the Plans. The relay shall energize when the
METERING indicator LED is lit.
G Detector Input Indicators
One display LED and one spring- loaded two - position SPST toggle switch shall be
provided for each of the 40 detection inputs. These LEDs and switches shall
function as follows:
TEST
When the switch Is in the test position, a call shall be placed to the controller
and energize the associated LED. The switch shall automatically return to the
run position when A is released.
RUN
In the run position the LEDs shall illuminate for the duration of each call to the I
controller.
H Controller Output Indicators
The display panel shall contain a senes of output indicator LEDs mounted below the
detection indicators. The layout shall be according to the detail in the Plans. These
LEDs shall illuminate upon a ground true output from the controller via the C5
connector.
The output indicator LEDs shall have resistors in series to drop the voltage from 24
volts DC to their rated voltage and limit current below their rated current. The anode
connection of each LED to +24 VDC shall be wired through the resistor.
Connectors
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Connection to the display panel shall be made by three connectors, one pin (labeled
P2) and one socket (labeled P1) and one labeled C5. The P1 and P2 connectors
shall be 50-pin cannon D series, or equivalent 50 pin connectors and shall be
compatible such that the two connectors can be connected directly to one another to
bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as
shown in the Plans
The Contractor shall install wire connectors P1, P2, C1P, C2, C4, C5 and C6
according to the pin assignments shown in the Plans-
6 Model 204 Flasher Unit
Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher
unit mounted on the right rear side panel. The flasher shall be powered from T1 -2. The
outputs from the flasher shall be wired to T1 -5 and T1 -6
7 Fiber Optic Patch Panel
The Contractor shall provide and install a rack - mounted fiber optic patch panel as
identified in the Plans.
Cabinet Wiring
1 Terminal blocks TB1 through T139 shall be installed on the Input Panel. Layout and
position assignment of the terminal blocks shall be as noted in the Plans.
Terminals for field wiring in traffic data and/or ramp metering controller cabinet shall
be labeled, numbered and connected in accordance with the following:
Terminal
Block Pas
TBS
T1 -2
T1-4
T1 -5
T1-6
T4-1
T4-2
T4-3
T4-4
T4 -5
T4-6
T4-7
T4 -8
T4 -9
Terminal and
Wire Numbers
501 -502
641
643
644
645
631
632
633
621
622
623
611
612
613
Connection
Identification
AC Power, Neutral
Sign on
Sign off
Flasher Output NC
Flasher Output NO
Lane 3 - Red
Lane 3 - Yellow
Lane 3 - Green
Lane 2 - Red
Lane 2 - Yellow
Lane 2 - Green
Lane 1 - Red
Lane 1 - Yellow
Lane 1 - Green
Loop lead -in cables shall be labeled and connected to cabinet terminals according
to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20
days of the Contractor's request.
9- 29.16(2)A Optical Units
Under the first paragraph, number 4 (warranty) is deleted
9 -29.19 Pedestrian Push Buttons
The third paragraph is deleted
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2 9 -29.21 Flashing Beacon
3 This section is revised to read
4
5 Flashing beacons shall be installed as detailed in the Plans, as specified in the Special Provisions,
6 and as descnbed below
7
8 Controllers for flashing beacons shall be as specified in Section 9- 29.15,
9
10 Beacons shall consist of single section, 8 -inch or 12 -inch traffic signal heads, three or four -
11 way adjustable, meeting all of the applicable requirements of Section 9 -29 16. Displays (red
12 or yellow) may be either LED type or incandescent_ 12 inch yellow displays shall be dimmed
13 50% after dark.
14
15 Mounting brackets, mountings, and installation shall meet all applicable requirements of
16 Section 9 -29 17.
17
18 Lenses shall be either red or amber, glass or polycarbonate as noted in the Plans or as
19 determined by the Engineer.
20
21 9 -29.24 Service Cabinets
22 Under the first paragraph, item F is revised to read:
23
24 F. The minimum size of control circuit conductors used in service cabinets shall be No. 14 AWG
25 stranded copper.
26
27 All electrical contactors shall have the loadside terminals toward the front (door side) of the
28 service cabinet.
29
30 Under the first paragraph, the fourth sentence of item I Is revised to read:
31
32 No electrical devices shall be connected to the dead front panel
33
34 9 -29.25 Amplifier, Transformer, and Terminal Cabinets
35 Under the first paragraph, the fourth sentence of item 3 is revised to read:
36
37 The Contractor shall supply construction cores with two master keys. The keys shall be delivered
38 to the Engineer.
39
40 SECTION 9 -30, WATER DISTRIBUTION MATERIALS
41 August 2, 2004
42 9- 30.6(1) Saddles
43 The first sentence is revised to read:
44
45 Saddles shall be ductile iron, bronze, brass, or stainless steel.
46
47 9- 30.6(2) Corporation Stops
48 The first sentence is revised to read -
49
50 Corporation stops shall be made of bronze or brass alloy
51
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9- 30.6(4) Service Fittings
The first sentence is revised to read:
Fittings used for service connections shall be made of bronze or brass alloy.
SECTION 9 -32, MAILBOX SUPPORT
August 2, 2004
9 -32.2 Bracket, Platform and Anti -Twist Plate
This section is revised to read:
The bracket, platform, and anti -twist plate shall be 16 gage sheet steel, conforming to ASTM A 36
9-32.4 Wood Posts
This section is revised to read
Wood posts shall meet the requirements of Section 9- 28.14(1) or western red cedar.
Section 9 -32 is supplemented with the following
9 -32.8 Concrete Base
The concrete in the concrete base shall meet or exceed the requirements of Section 6- 02.3(2)B,
9 -32.9 Steel pipe
The requirements for commercially available, Schedule 40, galvanized steel pipe, elbows, and
couplings shall be met for all parts not intended to be bent or welded. Welded and bent parts shall
be galvanized after fabrication in accordance with AASHTO M 111.
9 -32.10 U- Channel Post
U- channel posts shall meet the requirements of ASTM A 29, weigh a minimum of 3 pounds per
linear foot, and shall be galvanized according to AASHTO M 111.
SECTION 9 -33, CONSTRUCTION GEOTEXTILE
April 5, 2004
This section including title is revised to read-
SECTION 9 -33, CONSTRUCTION GEOSYNTHETIC
April 5, 2004
9 -33.1 Geosynthetic Material Requirements
The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and
prefabricated drainage mats.
Geotextiles, including geotextiles attached to prefabricated drainage core to form a prefabricated
drainage mat, shall consist only of long chain polymeric fibers or yams formed into a stable
network such that the fibers or yams retain their position relative to each other during handling,
placement, and design service life. At least 95 percent by weight of the material shall be
polyolefins or polyesters. The material shall be free from defects or tears The geotextile shall
also be free of any treatment or coating which might adversely alter its hydraulic or physical
properties after installation
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Geogrids shall consist of a regular network of Integrally connected polymer tensile elements with
an aperture geometry sufficient to permit mechanical interlock with the surrounding back ill. The
long chain polymers in the geogrid tensile elements, not including coatings, shall consist of at
least 95 percent by mass of the material of polyolefins or polyesters The material shall be free of
defects. cuts, and tears
Prefabncated drainage core shall consist of a three dimensional polymeric matenal with a
structure that permits flow along the core laterally, and which provides support to the geotextiles
attached to it.
The geosynthetic shall conform to the properties as indicated in Tables 1 through 8 in Section 9-
33.2, and additional tables as required in the Special Provisions for each use specified in the
Plans. Specifically, the geosynthetic uses included in this section and their associated tables of
properties are as follows:
Applicable
Geotextile Application Property Tables
Underground Drainage, Low Survivability,
Classes A, B, and C Tables 1 and 2
Underground Drainage. Moderate Survivability,
Classes A, B. and C Tables 1 and 2
Separation Table 3
Soil Stabilization Table 3
Permanent Erosion Control, Moderate Survivability,
Classes A, B, and C Tables 4 and 5
Permanent Erosion Control, High Survivability
Classes A, B, and C Tables 4 and 5
Ditch Lining Table 4
Temporary Silt Fence Table 6
Permanent Geosynthetic Retaining Wall Tables 7 and 9
Temporary Geosynthetic Retaining Wall Tables 7 and 10
Prefabricated Drainage Mat Table 8
Tables 9 and 10 will be included in the Special Provisions.
Geogrid and geotextile reinforcement in geosynthetic retaining walls shall conform to the
properties specified in Table 9 for permanent walls, and Table 10 for temporary walls.
For geosynthetic retaining walls that use geogrid reinforcement, the geotextile material placed at
the wall face to retain the backfill material as shown in the Plans shall conform to the properties
for Construction Geotextile for Underground Drainage. Moderate Survivability. Class A
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Thread used for sewing geotextiles shall consist of high strength polypropylene, polyester, or
polyamide. Nylon threads will not be allowed. The thread used to sew permanent erosion control
geotextiles, and to sew geotextile seams in exposed faces of temporary or permanent
geosynthetic retaining walls, shall also be resistant to ultraviolet radiation The thread shall be of
contrasting color to that of the geotextile itself
9 -33.2 Geosynthetic Properties
9- 33.2(1) Geotextile Properties
Table 1: Geotextile for underground drainage strength properties for survivability.
Grab Failure Strain, in ASTM D4632 <500/61 >50%
machine and x- machine
direction
Seam Breaking Strength ASTM D46323 160 lbs 1100 lbs. min
Puncture Resistance
Tear Strength, min in
machine and x- machine
direction
Ultraviolet (UV)
Rediabon stability
ASTM D4833 67 lbs./40 lbs. min
ASTM D4533
ASTM D4355
67 lbs/40 lbs. min
50% strength
retained min.,
after 500 hrs. in
weatherometer
Table 2- Geotextile for underground drainage filtration properties
<50%/ >50%
220 lbs 1140 lbs. min.
80 lbs /50 lbs. min.
80Ibs.150lbs min.
50% strength
retained min..
after 500 hrs in
weatherometer
Geotextile Property Requirements'
Geotextile Property Test Method Class A Class B Class C
AOS ASTM D4751 .43 mm max .25 mm max 18 mm max
(#40 sieve) (#60 sieve) (#80 sieve)
Water Permittivity ASTM D4491 .5 sec- I min. 4 sec' min 3 sec -' min
Table 3: Geotextile for separation or soil stabilization.
Geotextile Property Requirements'
Separation Soil Stabilization
Geotextile Property Test Method 2 Woven /Nonwoven Woven/Nonwovan
AOS ASTM D4751 60 mm max. 43 mm max.
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Geotextile Property Requirements'
Low
Moderate
Survivability
Survivability
Geotextile Property
Test Method 2 Woven /Nonwoven
Woven/Nonwovan
Grab Tensile Strength,
ASTM D4632 180 lbs. /115 lbs. min.
250 lbs /160 lbs. min.
min. in machine and
x- machine direction
Grab Failure Strain, in ASTM D4632 <500/61 >50%
machine and x- machine
direction
Seam Breaking Strength ASTM D46323 160 lbs 1100 lbs. min
Puncture Resistance
Tear Strength, min in
machine and x- machine
direction
Ultraviolet (UV)
Rediabon stability
ASTM D4833 67 lbs./40 lbs. min
ASTM D4533
ASTM D4355
67 lbs/40 lbs. min
50% strength
retained min.,
after 500 hrs. in
weatherometer
Table 2- Geotextile for underground drainage filtration properties
<50%/ >50%
220 lbs 1140 lbs. min.
80 lbs /50 lbs. min.
80Ibs.150lbs min.
50% strength
retained min..
after 500 hrs in
weatherometer
Geotextile Property Requirements'
Geotextile Property Test Method Class A Class B Class C
AOS ASTM D4751 .43 mm max .25 mm max 18 mm max
(#40 sieve) (#60 sieve) (#80 sieve)
Water Permittivity ASTM D4491 .5 sec- I min. 4 sec' min 3 sec -' min
Table 3: Geotextile for separation or soil stabilization.
Geotextile Property Requirements'
Separation Soil Stabilization
Geotextile Property Test Method 2 Woven /Nonwoven Woven/Nonwovan
AOS ASTM D4751 60 mm max. 43 mm max.
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( #30 sieve) (040 sieve)
Water Permittivity ASTM D4491 02 sec' min .10 sec-' min_
Grab Tensile Strength, ASTM D4632 250 lbs. /160 lbs. min. 315 lbs /200 lbs. min.
min. in machine and
x- machine direction
Grab Failure Strain, in ASTM D4632 <50%1 >50% <500A/ >50%
machine and x- machine
direction
Seam Breaking Strength ASTM D46322 220 lbs_ /140 lbs. min. 270 lbs. /180 lbs. min.
Puncture Resistance ASTM D4833 80 Ibs.150 lbs. min
Tear Strength, min. in
machine and x- machine
direction
Ultraviolet (UV)
Rediation stability
ASTM D4533 80 lbs/50 lbs. min.
ASTM D4355 50% strength
retained min ,
after 500 hrs. in
weatherometer
Table 4: Geotextile for permanent erosion control and ditch lining
112 lbs. /79 lbs. min.
112 lbs./79 lbs. min.
50% strength
retained min ,
after 500 hrs. in
weatherometer
min in machine and
270 Fos 1160 lbs min
z- machine directron
Geota :tile Property Requirements'
Grab Failure Strain, in
ASTM D4632
Permanent Erosion Control
Ditch Lining
direction
Modorate
High
Burst Strength
ASTM D3795
Puncture Resistance
ServicabiJlty
Servicabifrty
ASTM D4533
Gsotairble Property
Test Method'
Woven/Nonwoven
Woven/Nonwoyan
Woven[Nonwovan
AOS
ASTM D4751
See Table 5
See Table 5
60 mm max 1030 sieve)
Water PermftLvfty
ASTM D4491
See Table 5
See Table 5
02 wee' min
Grab Tensile Strength,
ASTM D4632
250 Ibs 1160 lbs min
315 Ibs.r2W IDs min
250 bs. /160 lbs min
min in machine and
270 Fos 1160 lbs min
z- machine directron
500 psir320 psi min.
Grab Failure Strain, in
ASTM D4632
machine and x- machine
112 Ibs 179 tbs min.
direction
Seam Breaking Strength
ASTM D4632=
Burst Strength
ASTM D3795
Puncture Resistance
ASTM D4833
Tear StrangM, mitt In
ASTM D4533
machine and it-machine
direction
Ultraviolet W
ASTM D4355
Radiation stabildy
15%- 50`h! >50% 15`6- 50%r>50%
220 IbsJ140 lbs min
270 Fos 1160 lbs min
400 pse/ 190 psi min
500 psir320 psi min.
80 bs. /50 Pis. min
112 lbs 179 Ibs. min.
80 Ibs150 tbs min.
112 Ibs 179 tbs min.
70% strength 70% strength
retained min., retained min,
after 500 his In a.",er 500 hrs. in
wealherometer weatherometer
Table 5: Filtration properties for geotextile for permanent erosion control-
<50%t>50%
ontrol.
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<50%tb >50%
220 Ibs 1140 IDs min
80 lbs 150 Ibs. min
80 lbs 150 lbs min
70% strength
retained min.,
after 500 hrs in
weathernmeter
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Geotextile Property Requirements'
Geotextile Property Test Method' Class A Class B Class C
AOS ASTM D4751 .43 mm max. 25 mm max 22 mm max.
(#40 sieve) (#60 sieve) ( #70 sieve)
Water Permittivity ASTM D4491 7 sec" min. .4 sec' min. 2 sec'' min.
Table 6: Geotextile for temporary silt fence.
Geotextile Property
AOS
Water Permittivity
Grab Tensile Strength,
min. in machine and
x- machine direction
Grab Failure Strain, in
machine and x- machine
direction
Ultraviolet (UV)
Rediation stability
Test Method
ASTM D4751
ASTM D4491
ASTM D4532
ASTM D4632
ASTM D4355
Geotextile Prope
Unsupported
Between Posts
60 mm max. for slit
film wovens
(#30 sieve)
30 mm max. for all
other geotextile
types (#50 sieve)
.15 mm min.
(#100 sieve)
rty Requirements'
Supported
Between
Posts with Wire or
Polymeric Mesh
.60 mm max. for slit
film wovens
( #30 sieve)
.30 mm max_ for all
other geotextile
types ( #50 sieve)
.15 mm min
( 9100 sieve)
02 sec' min .02 sec' min.
180 lbs. min. in
machine direction,
100 lbs. min. in
x- machine direction
30% max. at 180 lbs
or more
70% strength
retained min.,
after 500 hrs. in
weatherometer
100 lbs. min.
70% strength
retained min ,
after 500 hrs, in
weatherometer
'All geotextile properties in Tables 1 through 6 are minimum average roil values (i.e., the test
result for any sampled roll in a lot shall meet or exceed the values shown in the table).
2The test procedures used are essentially in conformance with the most recently approved ASTM
geotextile test procedures, except for geotextile sampling and specimen conditioning, which are in
accordance with WSDOT Test Methods 914 and 915, respectively. Copies of these test methods
are available at the State Materials Laboratory In Tumwater
With seam located in the center of 8 -inch long specimen onented parallel to grip faces.
9- 33.2(2) Geosynthetic Properties For Retaining Walls and Reinforced Slopes
All geotextile properties provided in Table 7 are minimum average roll values. The average test
results for any sampled roll in a lot shall meet or exceed the values shown In the table. The test
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procedures specified In the Table are in conformance with the most recently approved ASTM
geotextile test procedures, except for geotextile sampling and specimen conditioning, which are in
accordance with WSDOT Test Methods 914 and 915. respectively.
Table 7: Minimum properties required for geotextile reinforcement used in geosynthetic
reinforced slopes and retaining walls
Geotextile Property
Requirements
Geotextile Property Test Method Woven /Nonwoven
Water Permittivity ASTM D4491 .02 sec.-i min.
AOS ASTM D4751 .84 mm max
(No. 20 Sieve)
Grab Tensile Strength, min. in ASTM D4632 200 Ibs /120 Ibs min.
machine and x- machine
direction
Grab Failure Strain, ASTM D4632 < 50% / > 50%
in machine and x- machine
direction
Seam Breaking Strengthl ASTM D4632 160 Ibs/1DO Ibs min .
Puncture Resistance ASTM D4833 63 Ibs/50 Ibs min.
Tear Strength, min. ASTM D4533 63 Ibs/50 lbs min.
in machine and x- machine
direction
Ultraviolet (UV) Radiation ASTM D4355 70% (for polypropylene
Stability and polyethyelene) and
50% (for polyester)
Strength Retained min.,
after 500 Hr. in
weatherometer
lApplies only to seams perpendicular to the wall face.
The ultraviolet (UV) radiation stability, ASTM D4355, shall be a minimum of 70% strength retained
after 500 hours in the weatherometer for polypropylene and polyethylene geogrids and
geotextiles, and 50% strength retained after 500 hours in the weatherometer for polyester
geogrids and geotextiles.
9- 33.2(3) Prefabricated Drainage Mat
Prefabricated drainage mat shall have a single or double dimpled polymeric core with a geotextile
attached and shall meet the following requirements.
Table 8: Minimum properties required for prefabricated drainage mats.
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1 Property Test Method Prefabncated Drainage
2 Matenal/Geotextile
3 Property Requirements
4
5 Width 12 inches min
6 Thickness ASTM D 5199 0.4 inches min.
7
a Compressive Strength at
9 Yield ASTM D 1621 100 psi min.
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11 In Plan Flow Rate ASTM D 4716
12 Gradient = 0. 1,
13 Pressure = 5.5 psi 5.0 gal /min /ft.
14
15 Gradient = 1.0,
�j. 16 Pressure = 14 5 psi 15.0 gal. /min./ft.
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18 Geotextile - AOS ASTM D 4751 #60 US Sieve max.
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20 Geotextile - Permittivity ASTM D 4491 > 0.4 SEC
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22 Geotextile - Grab Strength ASTM D 4632 Nonwoven - 110 lb. min.
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24 Prefabricated drainage mats will be accepted based on the manufacturer's certificate of
25 compliance that the material furnished conforms to these specifications. The Contractor shall
26 submit the manufacturer's certificate of compliance to the Engineer in accordance with Section 1-
27 06.3.
28
29 9 -33.3 Aggregate Cushion of Permanent Erosion Control Geotextile
30 Aggregate cushion for permanent erosion control geotextile, Class A shall meet the requirements
31 of Section 9- 03.9(2). Aggregate cushion for permanent erosion control geotextile, Class B or C
32 shall meet the requirements of Section 9- 03.9(3) and 9 -03.9(2)_
33
34 9 -33.4 Geosynthetic Approval and Acceptance
35
36 9- 33.4(1) Source Approval
37 The Contractor shall submit to the Engineer the following Information regarding each geosynthetic
' 38 proposed for use:
39
40 Manufacturer's name and current address,
41 Full product name,
42 Geotextile structure, including fiber /yarn type,
43 Geosynthetic polymer type(s) (for temporary and permanent geosynthetic retaining walls),
44 and
45 Proposed geotextile use(s)
46
47 If the geosynthetic source has not been previously evaluated, or is not listed in the current
48 WSDOT Qualified Products List (QPL), a sample of each proposed geosynthetic shall be
49 submitted to the State Materials Laboratory in Tumwater for evaluation. After the sample and
50 required information for each geosynthetic type have arrived at the State Materials Laboratory in
51 Tumwater, a maximum of 14 calendar days will be required for this testing Source approval will
52 be based on conformance to the applicable values from Tables 1 through 8 in Section 9 -33 2 and
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1 additional tables as specified In the Special Provisions. Source approval shall not be the basis of
2 acceptance of specific lots of material unless the tot sampled can be cJearty Identified and the
3 number of samples tested and approved meet the requirements of WSDOT Test Method 914.
4
5 Geogrid and geotextile products that are qualified for use in permanent geosynthetic retaining
6 walls and reinforced slopes (Classes 1. 2, or both) are listed in the current WSDOT QPL
7
8 For geognd and geotextile products proposed for use In permanent geosynthetic retaining walls or
9 reinforced slopes that are not listed in the current QPL, the Contractor shall submit test
10 information and the calculations used in the determination of T. performed in accordance with
11 WSDOT Standard Practice T925 to the State Materials Laboratory in Tumwater for evaluation.
12 The Contracting Agency will require up to 30 calendar days after receipt of the information to
13 complete the evaluation
14
15 9- 33.4(3) Acceptance Samples
16 Samples will be randomly taken by the Engineer at the job site to confirm that the geosynthetic
17 meets the property values specified.
18
19 Approval will be based on testing of samples from each lot A "lot" shall be defined for the
20 purposes of this specification as all geosynthetic rolls within the consignment (i.e , all rolls sent the
21 project site) that were produced by the same manufacturer during a continuous period of
22 production at the same manufacturing plant and have the same product name. After the samples
23 have arrived at the State Matenals Laboratory in Tumwater, a maximum of 14 calendar days will
24 be required for this testing
25
26 If the results of the testing show that a geosynthetic lot, as defined, does not meet the properties
27 required for the specified use as indicated in Tables 1 through 8 in Section 9 -33.2. and additional
28 tables as specified in the Special Provisions, the roll or rolls which were sampled will be rejected.
29 Geogrids and geotextiles for temporary geosynthetic retaining walls shall meet the requirements
30 of Table 7, and Table 10 in the Special Provisions. Geogrids and geotextiles for permanent
31 geosynthetic retaining wall shall meet the requirements of Table 7, and Table 9 in the Special
32 Provisions, and both geotextile and geognd acceptance testing shall meet the required ultimate
33 tensile strength T,, as provided in the current QPL for the selected product(s). If the selected
34 product(s) are not listed in the current QPL, the result of the testing for T„ shall be greater than or
35 equal to T. as determined from the product data submitted and approved by the State Materials
36 Laboratory during source approval
37
38 Two additional rolls for each roll tested which failed from the lot previously tested will then be
39 selected at random by the Engineer for sampling and retesting If the retesting shows that any of
40 the additional rolls tested do not meet the required properties, the entire lot will be rejected. If the
41 test results from all the rolls retested meet the required properties, the entire lot minus the roll(s)
42 that failed will be accepted. All geosynthetic that has defects, deterioration, or damage, as
43 determined by the Engineer, will also be rejected. All rejected geosynthetic shall be replaced at
44 no additional expense to the Contracting Agency.
45
46 9- 33.4(4) Acceptance by Certificate of Compliance
47 When the quantities of geosynthetic proposed for use in each geosynthetic application are less
48 than or equal to the following amounts, acceptance shall be by Manufacturer's Certificate of
49 Compliance.
50
51 Application Geotextile Quantity
52 Underground Drainage 600 sq yards -MMMMI
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1 Soil Stabilization and Separation 1,800 sq yards
2 Permanent Erosion Control 1,200 sq yards
3 Temporary Silt Fence All quantities
4 Temp or Perm Geosynthetic Retaining Wall Not required
5 Prefabricated Drainage Mat All quantities
6
7 The Manufacturer's Certificate of Compliance shall include the following Information about each
8 geosynthetic roll to be used
9
10 Manufacturer's name and current address,
11 Full product name,
12 Geosynthetic structure, including fiberlyarn type,
13 Polymer type (for all temporary and permanent geosynthetic retaining walls only),
14 Geosynthetic roll number,
15 Proposed geosynthetic use(s), and
16 Certfied test results.
17
18 9- 33.4(5) Approval of Seams
19 If the geotextile seams are to be sewn in the field, the Contractor shall provide a section of sewn seam
20 which can be sampled by the Engineer before the geotextile is Installed.
21
22 The seam sewn for sampling shall be sewn using the same equipment and procedures as will be used
23 to sew the production seams If production seams will be sewn in both the machine and cross -
24 machine directions, the Contractor must provide sewn seams for sampling which are oriented in both
25 the machine and cross - machine directions The seams sewn for sampling must be at least 2 yards in
26 length in each geotextile direction. If the seams are sewn in the factory, the Engineer will obtain
27 samples of the factory seam at random from any of the rolls to be used The seam assembly
28 description shall be submitted by the Contractor to the Engineer and will be included with the seam
29 sample obtained for testing This description shall Include the seam type, stitch type, sewing thread
30 type(s), and stitch density.
31
32 SECTION 9 -34, PAVEMENT MARKING MATERIAL
33 August 2, 2004
34 9 -34.5 Temporary Pavement Marking Tape
35 This section is supplemented with the following:
36
37 Pavement marking masking tape shall conform to ASTM D 4592 Type 1 (removable), except that
38 material shall be black, non- retroreflective and non- glanng.
39
40 SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS
41 August 2, 2004
42 Temporary traffic control materials in this section consist of various traffic communication,
43 channelization and protection items described in Section 1 -10 and listed below.
44
45 Stop/Slow Paddles
46 Construction Signs
47 Wood Sign Posts
48 Sequential Arrow Signs
49 Portable Changeable Message Signs
50 Barricades
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Traffic Safety Drums
Barrier Drums
Traffic Cones
Tubular Markers
Waming Lights and Flashers
Truck- Mounted Attenuator
The basis for acceptance of temporary traffic control devices and materials shall be visual inspection
by the Engineer's representative_ No sampling or testing will be done except that deemed necessary
to support the visual inspection. Requests for Approval of Material and Qualified Products List
submittals are not required Certification for crashworthiness according to NCHRP 350 will be required
as described in Section 1 -10 2(3).
' MUTCD,' as used in this section, shall refer to the current edition of the Manual on Uniform Traffic
Control Devices for Streets and Highways In the event of conflicts between the MUTCD and the
contract provisions, then the provisions shall govern
9 -35.1 Stop /Slow Paddles
Paddles shall conform to the requirements of the MUTCD, except that the minimum width shall be 24
inches.
9 -35.2 Construction Signs
Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements
of NCHRP Report 350 for Category 2 devices. Except as noted below, any sign /sign stand
combination that satisfies these requirements will be acceptable.
Where aluminum sheeting is used to fabricate signs, it shall have a minimum thickness of 0.080 inches
and a maximum thickness of 0.125 inches.
All orange background signs shall be fabricated with Type X reflective sheeting. All post- mounted
signs with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts
or nuts) and the reflective sheeting.
Soft, fabric. roll -up signs will not be acceptable. Any fabric sign which otherwise meets the
requirements of this section and was purchased prior to July 1, 2004, may be utilized until December
31, 2007. If a fabnc sign is used, it shall have been fabricated with Type VI reflective sheeting
9 -35.3 Wood Sign Posts
Use the charts below to determine post size for construction signs.
One Post Installation
Post Size Min. Sign Sq. Ft
4x4 -
4x6 17.0
6x6 21.0
6x8 26.0
Two Post Installation
(For signs 5 feet or greater in width)
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
Max. Sign Sq. Ft.
16.0
20.0
25.0
31.0
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Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft
4x4 - 160
4x6 17.0 36.0
6x6 37.0 46.0
6x8 47.0 75 0
The Engineer shall determine post size for signs greater than 75 square feet
Sign posts shall conform to the grades and usage listed below. Grades shall be determined by
the current standards of the West Coast Lumber Inspection Bureau (WCLIB) or the Western
Wood Products Association (WWPA)
4 x 4 Construction grade (Light Framing,
Section 122 -b WCLIB) or (Section
40.11 WWPA)
4 x 6 No. 1 and getter, grade (Structural
Joists and Planks, Section 123 -b
WCLIB) or (Section 62.11 WWPA)
6 x 6, 6 x 8, 8 x 10 No 1 and better, grade (Posts and
Timbers, Section 131 -b WCLIB) or
(Section 80.11 WWPA)
6 x 10, 6 x 12 No. 1 and better, grade (Beams and
Stringers, Section 13G-b WCLIB) or
(Section 70.11 WWPA)
9 -35.4 Sequential Arrow Signs
Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the following
Sequential arrow signs furnished for this project shall be Type C
The color of the light emitted shall be yellow.
The dimming feature shall be automatic, reacting to changes in light wnthout a requirement for
manual adjustment
9 -35.5 Portable Changeable Message Signs
Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD and the
following
The PCMS shall employ one of the following technologies
1. Fiber optic/shutter
2. Light emitting diode
3. Light emitting diode /shutter
4. Flip disk
Regardless of the technology. the PCMS shall meet the following general requirements
• Be light emitting and must not rely solely on reflected light. The emitted light shall be
generated using fiber optic or LED technology.
• Have a display consisting of individually controlled pixels no larger than 2 1/2 inch by 2 12
inch. If the display is composed of individual character modules, the space between modules
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must be minimized so alphanumeric characters of any size specified Mow can be displayed
at any location within the matrix
• When activated, the pixels shall display a yellow or orange image. When not activated, the
pixels shall display a flat black image that matches the background of the sign face
• Be capable of displaying alphanumeric characters that are a minimum of 18 Inches in height
The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be
capable of displaying three lines of eight characters per line with a minimum of one pixel
separation between each line.
• The PCMS message, using 18 -Inch characters, shall be legible by a person with 20t20
corrected vision from a distance of not less than 800 feet centered on an axis perpendicular
to the sign face
• The sign display shall be covered by a stable, impact resistant polycarbonate face The sign
face shall be non -glare from all angles and shall not degrade due to exposure to ultraviolet
light
• Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any
sign that employs flip disk or shutter technology shall be programmable to activate the
disks/shutters once a day to clean the electrical components This feature shall not occur
when the sign is displaying an active message
• The light source shall be energized only when the sign is displaying an active message.
The PCMS panels and related equipment shall be permanently mounted on a trader with all controls
and power generating equipment_
The PCMS shall be operated by a controller that provides the following functions
1 Select any preprogrammed message by entering a code.
2. Sequence the display of at least five messages.
3. Blank the sign.
4. Program a new message, which may include animated arrows and chevrons.
5 Mirror the message currently being displayed or programmed.
9 -35.6 Barricades
Barricades shall conform to the requirements of the MUTCD supplemented by the further requirements
of Standard Plan H -2.
9 -35.7 Traffic Safety Drums
Traffic safety drums shall conform to the requirements of the MUTCD and the following:
The drums shall have the following additional physical characteristics:
Material Fabricated from low- density polyethylene that meets the requirements
of ASTM D 4976 and is UV stabilized.
Overall Width 18 -inch minimum in the direction(s)of traffic flow.
Shape Rectangular, hexagonal, circular, or flat -sided semi-circular-
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Color The base color of the drum shall be fade resistant safety orange.
The traffic safety drums shall be designed to accommodate at least one portable light unit. The
method of attachment shall ensure that the light does not separate from the drum upon impact.
Drums and light units shall meet the crashworthiness requirements of NCHRP 350 as described in
Section 1- 10,2(3).
When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the
reflective sheeting
9 -35.8 Barrier Drums
Bamer drums shall be small traffic safety drums, manufactured specifically for traffic control purposes
to straddle a concrete barrier and shall be fabricated from low- density polyethylene that meets the
requirements of ASTM D 4976 and is UV stabilized.
The barrier drums shall meet the following general specifications:
Total height
Cross - section
Formed support legs length
Space between legs
(taper to fit conc barrier)
Weight
Color
22 in., t 1 in
hollow oval
10 in. X 14 in., t 1 in.
13 in., ± 1 in.
6 1/4 in. min.
33 lb . 4 lb.
with legs filled with sand
Fade resistant safety orange
Barrier drums shall have three 4 -inch reflective white stripes, (one complete and two partial) Stripes
shall be fabricated from Type III or Type IV reflective sheeting.
When recommended by the manufacturer, barrier drums shall be treated to ensure proper adhesion of
the reflective sheeting.
9 -35.9 Traffic Cones
Cones shall conform to the requirements of the MUTCD. except that the minimum height shall be 28
inches.
9 -35.10 Tubular Markers
Tubular markers shall conform to the requirements of the MUTCD, except that the minimum height
shall be 28 inches.
Pavement - mounted tubular markers shall consist of a surface- mounted assembly which uses a
separate base with a detachable tubular marker held in place by means of a locking device.
9 -35.11 Warning Lights and Flashers
Warning lights and flashers shall conform to the requirements of the MUTCD
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9 -35.12 Truck - Mounted Attenuator
The Truck- Mounted Attenuator (TMA) shall be selected from the approved units listed on the Qualified
Products List. The TMA shall be mounted on a vehicle with a minimum weight of 15,000 pounds and a
maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the
minimum weight requirement, or any other object that is placed on the vehicle shall be securely
anchored such that it will be retained on the vehicle during an impact. The Contractor shall provide
certification that the unit complies with NCHRP 230 or 350 requirements. Units fabricated after 1998
must comply with NCHRP 350 requirements.
The TMA shall have an adjustable height so that It can be placed at the correct elevation during usage
and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide
fully visible brake lights at all times.
The TMA unit shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall
consist of 4 -inch yellow stripes, alternating non - reflective black and reflective yellow sheeting, slanted
at 45 decrees in an inverted 'W with the W" at the center of the unit
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I SPECIAL PROVISIONS
2
3 The following Special Provisions are made a part of this contract and supersede any conflicting
4 provisions of the 2004 Standard Specifications for Road, Bridge and Municipal Construction, and the
5 foregoing Amendments to the Standard Specifications.
6
7 Several types of Special Provisions are included in this contract; General, Region, Bridges and
8 Structures, and Project Specific. Special Provisions types are differentiated as follows:
9
10 (date) General Special Provision
11 ( "*"`) Notes a revision to a General Special Provision
12 and also notes a Project Specific Special
13 Provision.
14 (Regions' date) Region Special Provision
15 (BSP date) Bridges and Structures Special Provision
16
17 General Special Provisions are similar to Standard Specifications in that they typically apply to many
18 projects, usually in more than one Region. Usually, the only difference from one project to another is
19 the inclusion of variable project data, inserted as a "fill -in
20
21 Region Special Provisions are commonly applicable within the designated Region. Region
22 designations are as follows:
23
24 Regions'
25 ER Eastern Region
26 NCR North Central Region
27 NWR Northwest Region
28 OR Olympic Region
29 SCR South Central Region
30 SWR Southwest Region
31
32 WSF Washington State Ferries Division
33
34 Bridges and Structures Special 'Provisions are similar to Standard Specifications in that they
35 typically apply to many projects, usually in more than one Region. Usually, the only difference from
36 one project to another is the inclusion of variable project data, inserted as a "fill-in".
37
38 Project Specific Special Provisions normally appear only in the contract for which they were
39 developed.
40
41 DIVISION 1
42 GENERAL REQUIREMENTS
43
44 DESCRIPTION OF WORK
45
46 (** * * *)
47 This contract provides for the improvement of Bid No. 05 -004 - Montgomery Avenue from
48 University Road to the West bound 1 -90 on ramp by grinding and overlaying the asphalt surface,
49 reconstructing portions of the roadway, minor widening and other work, all in accordance with the
50 attached Contract Plans, these Contract Provisions, and the Standard Specifications.
51
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1 DEFINITIONS AND TERMS
2
4 Definitions
5 Section 1-01.3 of Division 1 -99 APWA Supplement is made a part of this Contract.
6
7 BID PROCEDURES AND CONDITIONS
8
9
10 Prequalification of Bidders
11 Delete Section 1 -02.1 and replace with Section 1 -02.1 of Division 1 -99 APWA Supplement. _
12
13 Plans and Specifications
14 Section 1 -02.2 of Division 1 -99 APWA Supplement is made a part of this Contract and
15 supplemented with the following:
16
17 After award of the Contract, the plans and specifications will be issued without charge on the
18 following basis:
19
20 Contract Provisions and Plans (11" x 17 ") 6 sets
21
22
23 Examination Of Plans, Specifications And Site Of Work
24 Section 1 -02.4, is supplemented with the following:
25
26 The soils information used for study and design of this project is. made part of the contract
27 documents and available for review by the bidder at the following address:
28
29 City of Spokane Valley
30 11707 E. Sprague Ave, Suite 106
31 Spokane Valley, WA 99206
32
33 Public Opening Of Proposal
34 Section 1 -02.12 is supplemented with the following:
35
36 Date Of Opening Bids
37 Sealed bids are to be received at one of the following locations prior to the time Specified:
38 -'
39 1. At 11707 E Sprague, Suite 106, Spokane Valley, WA 99206 until 11:00 A.M. of the bid
40 closing date. The City of Spokane Valley will consider notification of bid receipt by the
41 Post Office as the actual receipt of the bid.
42
43 2. In the Council chambers at City Hall, located at 11707 E. Sprague, Spokane Valley, WA,
44 99206, until 11:00 A.M. of the bid closing date. Bids delivered in person will be received
45 only in the Council chambers on the bid closing date.
46
47 The bid closing date for this project is Friday July 1 st, 2005.
48
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MONTGOMERY AVENUE REHABILITATION PROJECT
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AWARD AND EXECUTION OF CONTRACT
Execution of Contract
Section 1 -03.3 of Division 1 -99 APWA Supplement is made part of this contract.
SCOPE OF WORK
Coordination of Contract Documents, Plans, Special Provisions, Specifications and
Addenda
Section 1 -04.2 of Division 1- 99APWA Supplement is mada part of this ccntract-
CONTROL OF MATERIAL
Foreign Made Materials
Section 1 -06 is supplemented with the following;
(March 13, 1995)
The major quantities of steel and iron construction material that is permanently incorporated into
the project shall consist of American -made materials only,
The Contractor may utilize minor amounts of foreign steel and iron in this project provide[ the cost
of the foreign material used does not exceed one -tenth of orie percent of the total contract cost or
$2,500-00, whichever is greater-
American -made material is defined as material having all manufacturing processes occur in the
United States. The action of applying a coating to steel or iron is deemed a manufacturing
process. floating includes epoxy coating, galvanizing, aluminizing, painting, and any other
coating that protects or enhances the value of steel or iron- Any process from the ordginal
reduction from ore to the finished product constitutes a manufacturing process for iron- The
following are considered to be steel manufacturing processes:
1. Production of steel by any of the following processes:
a- Open hearth furrlace-
b. Basic oxygen.
c. Electric fumace-
d, Direct reduction.
2. Rolling, heat treating, and any other similar processing,
3, Fabrication of the products.
a- Spinning wire into cable or strand,
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b. Corrugating and rolling into culverts.
c. Shop fabrication.
A certification of materials origin will be required for any items comprised of, or containing, steel or
iron construction materials prior to such items being incorporated into the permanent work. The '
certification shall be on DOT Form 350 -109 provided by the Engineer, or such other form the '
Contractor chooses, provided it contains the same information as DOT Form 350 -109.
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
State Taxes
Section 1 -07.2 is supplemented with the following:
(March 13, 1995)
The work on this contract is to be performed upon lands whose ownership obligates the'
Contractor to pay Sales tax. The provisions of Section 1- 07.2(1) apply.
Permits And Licenses
Section 1 -07.6 is supplemented with the following: -
(March 13, 1995)
No hydraulic permits are required for this project unless the Contractor's operations use, divert,
obstruct, or change the natural flow or bed of any Over or stream, or utilize any of the waters of _
the State or materials from gravel or sand bars, or from stream beds.
Temporary Use of Railroad Property
Section 1 -07.6 is supplemented with the following:
(1M A #H)
Contractor shall be responsible for coordinating with the City of Spokane Valley and Union
Pacific Railroad and insure compliance with the temporary use of railroad property permit.;.
Work included for this item shall include but not limited to special railroad flagging, obtaining
railroad protective liability insurance.
The City has applied for the temporary use of railroad property permit. No work within UPRR
right of way is permitted prior to issuance of permit.
Wages
Section 1 -07.9 is supplemented with the following:
(March 6, 2003)
The Federal wage rates incorporated in this contract have been established by the Secretary of,__
Labor under United States Department of Labor General Decision No. WA030001.
Contractor's Responsibility for Work
(August 6, 2001) -
Repair of Damage
Section 1- 07.13(4) is revised to read:
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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The Contractor shall promptly repair all damage to either temporary or permanent worts as
directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1-
07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment
will be limited to repair of damaged work only. No payment will be made for delay or
disruption of work.
Utilities And Similar Facilities
Section 1 -07.17 is supplemented with the following:
Locations and dimensions shown in the Plans for existing facilities are in accordance with
available information obtained without uncovering, measuring, or other verification.
Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate,
replace, or construct their facilities unless otherwise provided for in the Plans or these Special
Provisions. Such adjustment, relocation, replacement, or construction will be done during the
prosecution of the work for this project.
The following addresses and telephone numbers of utility companies known or suspected of
having facilities within the project limits are supplied for the Contractor's convenience:
Inland Power and Light
Rick Campos
320 E. Second Ave.
Spokane, WA 99202
(509) 747 -7151
Qwest
David Clark
904 N. Columbus
Spokane, WA 99202
(509) 455 -2580
Irvin Water District #6
Glen Terry
E. 11907 Trent
Spokane Valley, WA 99206
(509) 924 -9320
Avista Utilities
Jim Mark
1411 East Mission
Spokane, WA 99220
(509) 483 -1150
Public Liability And Property Damage Insurance
Section 1 -07.18 "Public Liability and Property Damage Insurance" is replaced by Section 1 -07.18 of
the APWA Supplement Section 1 -99.
Public Convenience And Safety
Section 1 -07.23 is supplemented with the following:
The Contractor shall notify the affected fire districts and Law Enforcement Office before closing of
any lane or portion of Montgomery Avenue.
Construction Under Traffic
Section 1- 07.23(1) is supplemented with the following:
(April 5, 2004)
The construction.safety zone will be determined as follows:
When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the
outside edge of traveled way or 2 feet beyond the outside edge of the sidewalk.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the i
outside edge of traveled way.
When the posted speed is '60 MPH or over the safety zone will be 30 feet from the -
outside edge of traveled way.
During nonworking hours equipment or materials shall not be within the safety zone
unless it is protected by permanent guardrail or temporary concrete barrier. The use of
temporary concrete barrier shall be permitted only if the Engineer approves the
installation and location.
is
During the actual hours of work, unless protected as described above, only materials !...'.
absolutely necessary to construction shall be within the safety zone and only
construction vehicles absolutely necessary to construction shall be allowed within the
safety zone or allowed to stop or park on the shoulder of the roadway.
The Contractor's nonessential vehicles and employees private vehicles shall not be ,-
permitted to park within the safety zone at any time unless protected as described
above.
Deviation from the above requirements shall not occur unless the Contractor has
requested the deviation in writing and the Engineer has provided written approval.
PROSECUTION AND PROGRESS
Preliminary Matters
Section 1 -08.0 is supplemented with the following:
Preconstruction Conference
Section 1- 08.0(1) of Division 1 -99 APWA Supplement is made part of this contract.
Hours of Work
Section 1- 08.0(2) "Hours of Work" of Division 1 -99 APWA Supplement is made part of this
contract.
Prosecution of Work
( :)
Weekly Meetings
Section 1- 08.4(1) is made part of these special provisions.
Weekly progress meetings will be held at a location selected by the Engineer. The;
Contractor's on site superintendent shall be in attendance. Representatives of The City,
of Spokane Valley and other affected agency's may also be present.
Time For Completion
Section 1 -08.5 `Time for Completion" of Division
contract.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
144
1 -99 APWA Supplement is made a part of this
- 2 Section 1 -08.5 is supplemented with the following:
3
4 This project shall be physically completed within 20 working days.
5
6 TEMPORARY TRAFFIC CONTROL
7
_ 8 Traffic Control Management
' 9
10 General
_ 11
12 (August 2, 2004)
13 Section 1- 10.2(1) is supplemented with the following:
14
15 The Traffic Control Supervisor shall be certified by one of the following:
16
17 The Northwest Laborers - Employers Training Trust
18 27055 Ohio Ave.
l 19 Kingston, WA 98346
20 (360) 297 -3035
21
22 Evergreen Safety Council
23 401 Pontius Ave. N.
24 Seattle, WA 98109
25 1- 800 - 521 -0778 or
26 (206) 382 -4090
_ 27
28 DIVISION 2
29 EARTHWORK
30
31 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
32
_ 33 Description
34 Section 2 -01.1 is supplemented with the following:
�- 35
36 (March 13, 1995)
1 37 Clearing and grubbing on this project shall be performed as shown on the plans.
38
39 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
40
41 Description
42 Section 2 -02.1 is supplemented with the following:
43
44 Add the following new Section:
45
46 Measurement
47 Section 2.02 -4
48
49 "Planing Bituminous Pavement" will be measured by the square yard.
50
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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"Pavement Saw Cutting" will be the field measured length in linear feet for the limits shown on the
plans or as requested by the Engineer. The Engineer may request increases or decreases of the
limits shown on the plans.
All measurements will be the limits of removal authorized by the Engineer.
Payment ! .
Section 2-02.5 is supplemented with the following:
Delete the second paragraph and add the following:
Payment will be made for each of the following bid items that are included in the proposal:
"Planing Bituminous Pavement ", per square yard.
"Pavement Saw Cutting ", per linear foot.
Payment for contract bid items specified above shall be full pay for furnishing all labor, tools,
and equipment required to complete the work in accordance with the standard specifications,
these special provisions and the standard plans.
ROADWAY EXCAVATION AND EMBANKMENT
Construction Requirements
Disposal Of Surplus Material
Section 2- 03.3(7) is supplemented with the following:
No waste site has been provided by the City for the disposal of excess materials and debris
When waste sites obtained by the Contractor require grading, excavation or embankment on
private property, the Contractor shall obtain all required grading permits.
Signed permission Agreements to use private or public property as waste sites shall be
submitted to the Engineer in writing by the Contractor at least 48 hours in advance of use of
the site.
SUBGRADE PREPARATION
Measurement
Section 2- 06.5(1) is supplemented with the following-
°Subgrade Preparation" shall be measured per square yard.
Payment
Section 2- 06.5(1) is supplemented with the following:
Payment will be made for each of the following bid items that are included in the proposal
'Subgrade Preparation" per square yard.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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-
1
2
DIVISION 4
3
BASES
4
5
BALLAST AND CRUSHED SURFACING
� f
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Measurement
-,
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Section 4 -04,4 is supplemented with the fallowing.
9
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Crushed Surfacing Top Course and Base Course shall be measured per cubic yard,
11
compacted in place, per typical section.
S
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'
13
Crushed Surfacing Top Course for Shoulders shall be measured per cubic yard, compacted
14
in place, per typical section_
,¢
15
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16
Payment
17
Section 4 -05.8 is supplemented with the fallowing:
18
19
Payment will be made for each of the following bid items that are included in the proposal
20
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"Crushed Surfacing Tap Courses and °tl rushed Surfacing Base Course" , per cubic yard.
2
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x Crushed Surfacing Top Course for Shoulders ", per cubic yard.
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DIVISION 5
26
SURFACE TREATMENTS AND PAVEMENT
7
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HOT MIX ASPHALT
9
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Construction Requirements
31
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Surface Smoothness
3
4
(January 5, 2004)
-
8
The second sentence of Section 5- 04.3(13) is revised to read.
35
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The completed surface of the wearing course shall not vary more than 114 inch from the lower
38
edge of a i0 -foot straightedge placed on the surface parallel to centerline,
39
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Measurement
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SeGtion 5-04.4 is supplemented with the fallowing:
42
43.....
44
HMA Class A will be measured by the square yard.
45
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Payment
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Section 5 -04.5 is supplemented with the fallowing;
48
5500
H MA DL, A PG 64 -25, 0.33 FT. DEPTH ", per square yard.
_
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CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHAB ILITATIDN PROJECT
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DIVISION 7
DRAINAGE STRUCTURES, STORMSEWERS,
SANITARY SEWERS, WATER MAINS, AND CONDUITS
MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
Adjusting Manholes and Catch Basins to Grade
Section 7- 05.3(1) is supplemented to include valve boxes.
Measurement
Section 7-05.4 is supplemented with the following:
The third paragraph of Section 7 -05.4 is supplemented to include valve boxes.
Payment
Section 7 -05.5 is supplemented with the following:
(1r**4 *)
'Adjust Valve Box", per each.
The unit contract price for manhole, catch basin and valve box adjustments shall be full pay
for the pre- adjustment made prior to asphalt removal and final adjustment to grade prior to
the final lift of asphalt.
DIVISION 9
MATERIALS
CONSTRUCTION GEOTEXTILE
Geotextile Properties
Section 9 -33.2 is supplemented with the following:
Construction Geotextile shall conform to Table 3 — Geotextile for Separation or soil
stabilization.
Measurement
Section 9 -33.2 is supplemented with the following:
°Construction Geotextile" shall be measured per square yard.
Payment
Section 9 -323.2 is supplemented with the following:
Payment will be made for each of the following bid items that are included in the proposal:
"Construction Geotextile" per square yard.
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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STANDARD PLANS
2
April 4, 2005
3
The State cf Washington Standard Plans for Road, Bridge and MunicipaI Construction M21 -01
4
transmitted under Publications Transmittal No. PT 05 -012, effective April 4, 2005 is made a part of this
5
contract.
S
7
The Standard plans are revised as follows:
9
All Standard Plans
10
All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot
11
Mix Asphalt ".
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13
All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA "-
14
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C -1 Sheet 2
16
The SNOW LOAD RAIL WASHER dimensions are revised to 1 314" #Tom 2 ", and to 718" from 1 "-
17
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C -11 b Sheets 1 and
f
19
in the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST -IN -PLACE FOOTI`NC�
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ELEVATION view (Sheet ), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000,
1
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In the BREAKAWAY ANCHOR ANGLE, ELEVAMON view (Sheet 2), the welding symbols are
23
revised to indicate that the 114" Inside Gussets have 114" fillet weld joints, and the 112" End
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Gussets have 1/2" fillet weld joints -
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-14f
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In SETJON "A ", the reference to SEE STD. PLAN -14b is revised to SEE STD- PLAN D -14e,
8
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In SECTION "A" and SECTION "B" the reference to SEE STD- PLAN -14b is revised to SEE
31
STD. PLAN C -14e-
33
D- 2k Sheet 2
34
1n the "BAR B" detail, all references to "button head" are revised to read "cone head " -
05
36
D -2n Sheet 2
j
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In DETAILA, the specification for 114 "Anchor bolt is revised to 1 114" Anchor bolt-
8
39
In the BASE PLATE DETAIL the reference to AASHTO M 183 is revised to ASTM A 36.
_
40
-_'
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In the "BAR B" detail, all references to "button head" are revised to read "cone head ".
42
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-1 throug h -7
44
These plans shall not be used on projects administered by WSDOT
45
n
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The following are the Standard Plan numbers applicable at the time this project was advertised- The
l
47
date shown with each plan is the publication approval date shown in the lower right -hand corner of that
48
plan. Standard Plans not having this date shall not be used in this contract.
49
50
A -1 - ---- ---- - - -- --- -----5113102 A -3 .,5130102 A -5. .,,,,.,,,,,.,....2124103
51
A- 2 ..... ... .............5109102 A 8!07197 A- 6 ------------------ 2124103
CITY or SPOKANE VALLEY
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B -1 .....................7 /21103
B-1 a ...................6
/23104
B -1 b ...................6
/23104
B -1 a ...................
5/20/04
B -1 z ....................
6/23104
B-2 .....................
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B -2a ...................2
/25/05
B -2b ...................6117
/02
B- 2c ....................
6/17/02
B -2d ...................6
/17/02
B -2e ...................2
/25104
B -3 .....................1
/28/02
B -3a ...................5109
/97
B-4b ...................2
/09 /05
B-4c ....................
2109105
B-4d ...................9
/16/02
B-4f ....................
5/09/97
C -1 ...................10 /31 /03
C -1 a ...................
7/31/98
C -1 b .................10
/31 /03
C -1 c ...................
5/30/97
C -1 d .................10
/31 /03
C -2 .....................1
/06/00
C -2a ...................7
/17/98
C -2b ...................6
/12/98
C -2c ...................2
/20 /03
C -2d ...................5
/22/98
C -2e ...................3
/07/97
C -2f ....................3
/14/97
C -2g ...................7127
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/28/97
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/28/97
C -2j ....................6
/12/98
C -2k ...................7
/27/01
C -2n ...................7
/27/01
C -2o ...................7
/13/01
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/31/03
C -2q ...................
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C -2r ....................
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C -2s ...................3
/03 /05
D -1 a
...................1 /23/02
D -1 b
.................10 /06/99
D -1 c
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D -1 d
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D -1 a
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D -1f ..................10
/06199
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D -2b
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D -2c
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B- 4g ................... 7/18/97
B- 4h ................... 5/09/97
B -7 ..................11
/23/04
B -7 a ...................
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B -8 ...................:
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B- 8a ...................
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/23/04
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B- 9b .................11
/23/04
B- 9c .................11
/23/04
B- 9d .................11
/23/04
B- 11 ...................
2/25/05
B- 13 .................:.2125105
/31 /03
B- 18 ...................2125105
5 /30/97
B -18 a .................
5/09197
B -18 b .................
7118/97
B- 19 ...................5
/30/97
C -2t ................... 3103/05
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/31 /03
C -3a ................10
/31 /03
C -3b ................10
/31 /03
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/03
C -3d ..................3
/03105
C-4- ..................
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C-4a ..................2
/25/05
C-4b ..................6
/23 /00
C-4e ..................2
/20 /03
C-4f ...................6
/30/04
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/31 /03
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/14/97
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/06 /00
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/25/97
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/31 /03
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/31/03
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/25/97
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/17/98
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D- 2j ....................3/14/97
/97
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3/14/97
D- 21 ....................
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D -2m .................3
/14/97
D -2n ..................3
/14/97
D -2o ..................3
/14/97
D -2p ..................3
/14/97
D -2q ..................3
/14/97
CITY OF SPOKANE VALLEY
MONTGOMERY AVENUE REHABILITATION PROJECT
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B -20d
.............. 6/30104
B- 21 ................7118
/97
B -21 a
..............8/10198
B- 22 ................
7/21/03
B -22a
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B -23a
.............. 2/25105
B- 23b
.............. 2125/05
B -23c
.............. 5/20104
B -23d
.............. 5109/97
B-25 ................
6/30104
B- 26 ................
7/18/97
B- 27 ................
8/01/97
B- 28 ..............10
/06/99
B-29 ................
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B -30 ................
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B -34 ................
3/03/05
C -8d ...............5 /20104
C -8e ...............6
/24/02
C -8f ................6
/30104
C -10 ...............
7/31/98
C- 11 ................
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C -11 a
.............. 5/20/04
C -11 b
..............5 /20 /04
C -12 ...............
7 /27/01
C -13 ...............4
/16/99
C- 13a
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C- 13b
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C -14 a
.............. 7/26/02
C- 14b
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C- 14c
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C- 14d
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C- 14e
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C- 14f ...............
7/26102
C- 14g
............ 10/31103
C -14 h
............12102103
C-1 4i .............12
/02 /03
C -14 j .............12102
/03
D -2w ............... 3/07/97
D -2x ................
3/07/97
D -2 y ................
9/12/97
D -3 .................
6/30/04
D -3a ...............6
/30 /04
D -3b ...............6
/30104
D -3 c ................
6/30/04
D-4 ...............12
/11198
D -6 .................
6/19/98
rt
1
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
2
23
4
5
27
28
29
30
31
33
34
35
36
37
8
39
40
41
42
43
44
45
46
47
48
49
5D
51
52
D -2d ...................
3114/97
D -2e ...... .... .... . . .. .3114197
3/14197
D -2f ... ....... ....... .. .3114197
-- --- --- -- -- ---- 3114137
D -2g . .. ...........3114197
.......... ......3107187
D -2h -- --- ---- --- - - -- -- -3114/97
3107197
D- 2r ...
... ........ -- 3114197
D- 2s -------------------
3/14197
D -2t ---
-- --- --- -- -- ---- 3114137
D -2u
.......... ......3107187
D -2v -------------------
3107197
E -1 . .......... ..... ... .. 7125197 E-4 ........ .... .. -- 8127103
E -2 ......... .. . ......... 5129198 E- 4a.. ................ . 7103
0-7 ......... . ... . .1 0106/99
D-7a ----- -- - ---- -10106199
D -9 - - -- - - -- - -- -- - - 12111 198
E-5.-- -- . . .. .. .. .. 5129198
F- 1- ---- --- ---- -- -- - - --
12117/02
F- 2c -------------------
W23104
F- 3c ................
2/09105
F -1 a ..................1
2117102
F- 2d-
....... ......... .6123104
F- 3d................
109105
F- 2-------- -------- - - - -
-- 8127199
F- 3 ---------------------
1113103
F- 3e ----------------
2/09105
F-2@. ......... ...
6123/04
F- 3a ......
..,......... .2109105
F -4,..... ....... .- ,..1113/03
F- 2b --------------------
2109105
F- 3b ...................
2109105
-1 .....................9112101
- 6a...
............... 8127103
G -8f ................6
/30104
- 2--- ---- ------ -- - - - -
-- 6104102
-6b
------------------ 6127103
- 89 ---------------
8130104
G- 2a ...................6104102
G-7.
— . ......... 711 sW
-9a .,...,..,.--
6125102
- 3 .....................6104
/02
- 8x
................ 12115104
- 9b .........
...,.,2/09/05
-3a ...................
6/04/02
-8b
..................8118104
-9 c ......
— I... 11123104
- 4a- --- ---- --- -- -- - -
-- 5120104
- 9c
------------------ 8118104
- 9e ---------------
2109105
-4b ...................6130104
-Bd...
............. 12115104
- 6--- --- ---= --- -- -- - ---
8/27/03
- Be-
--- --- -- --- - - -- -- 8118104
1-1 -1 .....................1110
/02
H-4 ...........,........5118104
H -10 ...........,...5
/29198
H -1 a ...................4
/14/00
H-4a
.,. ....... ...,.,..2125105
H -12 .........
,..,2/25/05
H -1 b ...................8104
/05
H -4b
.........,........2125105
H- 12a
.............. 2}25105
H -1 c --- ---- --- --- - - - ---
3/04105
H-6 ------
.-- .- - - -..- .10129103
H- 12b
-------------- 2125105
H -4d - ............ .....1/10102
H -7 ...................8110198
H -13 .........-
.-.2125/05
H -le ...................4
/14/00
H -8 .....,..............9118198
H- 13a
.............. 2/25/05
H -2 -- --- ---- --- --- - - ----
3/04105
H -9 ---
--- --- -- --- .. -. -- 4118197
H -14 ....
: ---------- 2109/05
1-1- ...... ............
- 7118197
1- 6.,.....,.
........ ..... 7117108
1 -11 ................9111
/03
1- 2---- --- ---- --- --- - - ----
4123199
1- 7- ---
---- -- --------- --- 71'17103
1 -12 ---
--- ---- - - -- -- .7117/03
1-3. . ...... ........
-&20199
1- 8.,. ........
........... 7117103
1 -13 .................7
/17/03
f4-- ----- ---- -- ---- - ---
-- 7/17103
1- 9- ---
--- --- --- --- - - -- -- 7117103
1 -14 -----------------
7/17103-
1-5 -----------------------
7/17103
I- 10 - -,
-.- ..,..,........7117103
J- lb ..................
10108199
J -6r ........--
.-- . - -. -- X4124198
J -8c ...--
..-- . - -. -- .5120104
J- 1c ....................4124198
J- 6f..,..,.
.......... ...4124198
J- 8d ..........
..,,.,5120/04
J- 1e ............. ... ....8101197
J- 6g .................
12112102
J- 9a ................
4124/96
J- 1f .... ... .... ........
.. 6123100
J- 6h .................
..4124198
J- 10 ..........
. -. -- .7/18/97
J-3--- ... ........
— 810 119 7
J- 7a...
................ 9112101
J- 11x,...,.
......... 9112 /01
J- 3b .. .... ......... . ..
.. 3104105
J- 7c -------------------
6119198
J- 12 ................
5120/04
J -3c ...6/24102
J- 7d .................
.. 4124198
J- 163
.............. 3 /04105
J- 3d ................
.. ................
11105103
J- Ba...-
...,..,..,,.,. .10104
J -16b
..............3 /04/05
J- 5 .. ... ....... ........:.8!01197
J- 9b...-
._.,.- ,..,.- ,..5120104
- 1 ...................12120102
- 10 .................
12120102
-19 ..............
12120 /02
K- 2 ...................
12120102
- 11 .................
12120102-
K- 20 --------------
12120/02
- „-- --- ---- -- -- - ---
12120102
K- 12 -----------------
12120102
K- 21 ..............
12120102
K-4 ...................12120102
K- 13 .................
12120102
K- 22 ..............
12120102
CITY OF SPOKANE VALLEY
-� MONTGOMERY AVENUE R EHAS ILITATI 0 N PROJECT
i
151
1
3
4
6
8
9
10
11
12
13
14
15
1s
17
18
19
0
-5 ............ . . .....12/20102
2/25105
K-6 ............. . . ....
12120102
K -7 ...................
12120102
-8 - -- ----- --- -- -- - - --
12120102
K -9 - -- ----- --- -- -- - - --
12120102
L -1 ... .......... ... ...... 7/18197
L- 2 - - - -- ----- --- .- .- 7118197
M- 1.20- 00...........
2/25105
M -1 -40-00 - .-- .......
2125105
M- 1.00 -00 ...........
2j25/05
M- 1- 80- 00 -----------
2125105
M-2.20-00 ...........
2J25105
M- 2.40- 00 ..........
, 2126/05
M-2.60-00 ...........
2J25105
M- 3- 10 -00. - -. -- - -.1211
5104
M-3,20-00 .........12115104
K- 14 ------- - - -- ..,12120102
K- 15 ........... ......
12120102
K-16 .................12120102
M-7,50-00 ..........
- 17---- -- ------- -- --
1J20102
- 18- ----- -- --- - -- ---
12(20102
L- 3 .....................7118197
L -5 ---------- ----- --- - -- 7131198
M- 3.3 "O -------- 12115104
M -3 -40-00 - . -- -- ..12115104
MI- 3.50 - 00.....,.,12116104
M- 5- 10- 00--------
12115104
M-7,50-00 ..........
3104105
M- 9.50 -00 .........,
3104105
M- 11.10 -00
, ..... -- 3104105
M- 15- 10- 00-
- - - -- -- 2125105
M- 17.10 -00
........ 3104105
CITY OF SPOKANE VALLEY
M ONTGOMERY AVE N U E REHABILITATION PROJECT
162
-23 ............. .
12/20102
K- 2d
12120/02
---------------
K-25 ..............12120102
,...,8104105
K-26---- --- - - - - - --
12121102
K- 27---- --- - -- - -- -'12120102
— 31D4105
L -5a ................ 7131/98
L- 6--- --- ----- - - - -- -- 7125197
M-20-10-00.-.-.3104105
M-2020-00--3104105
M- 20.80 -O0
,...,8104105
M-20-40-00-
- -- . 3104105
M-20.50-00.,
— 31D4105
M-24.20-00.,...3/04105
M-24,40-00--.3104105
M- 24 -60 -00
-. -.. 3104105
1.
i—
i�
'
- F• 4. -. it _ +�'
� �
� � - +�
'AF END1'-A
Y
�1..,` }
-•r 7 I ..' .4a . -L1 *Y ff��*Y F
equired. �+.Y.n#r �! #.' -P1 Ovisio 1
Y
-'
Fed -era I did, Coristrutia'n n #rts
' }
Amend m n#
_
,n F U red ntratroiion
Federal- Aid.ontrudtion ontraets�
-
- t
. i
I _
HiWA. 13173 El.aui or . wr - Lite, -% 1 o 19"
REQUIRED CONTRACT PROVISIONS
FEDERAL -AID CONSTRUCTION CONTRACTS
ATTACHMENTS
A Employment Preleren;e lot Appalachian Contracts
(included in Appalachian contracts onlyl
�lltr;s: air a:e_n
1. Those contract provisions shall apply to all work performed
on the contract by the contractor's own organization and with
the assistance of wotkas under the contractor's immediate
superintendence and to all work performed on the contract by
piecework. station work, or by subcontract.
2. Except as olhwwtse provided for in each section, the
contractor shall insert in each subcontract all of Ilia supulauons
contained in these Required Contract Provisions. said further
require their inclusion in any lower tier subcontract or putchase
order that may in turn be made. The Required Contract Prom
sioru shall not be incorporated by reference in any case. The
prune contractor shalt be rssponar'bk for compliance by any
subcontracts or tower tier subcontractor with these Required
Contract Protnsiorn
3 A breach of any of the stipulations contained on thee•
Requaritd Contract Promssons shall be sullicient grounds for
tarmrirtion of the contract_
A, A breach of the following clauses of the Retnrtred Contract
Provisions may also be grounds lot debarment as provided in 29
CFA 5.12:
Section 1, paragraph 2:
Section IV. pategrapfta 1, 2. 3, 4, end 7.
Section V. paragraphs 1 and 2a through 29.
S. Disputes arising out of the labor standards provisions of
Section IV (escopt paragraph 5) said Section V of these Required
Contract Provisions shall not be subject to the general disputes
clause of this contract. Such disputes shall be resolved in aceat•
dance with the procedures of the U.S Department of Labor
MOU as set forth in 29 CFR 5. 6, and 7. Disputes mthon the
meaning of this clause include disputes between the contractor
(or any of its subcontractorsl and the contracting agency, the
OOL, or the contractor's employees or their reprr;entatives
6. Selection of Labor' During the petlatinrome of this con
tract. the contractor shall rot:
A. dtscrrnsnate against labor from any other State, pass".
soon. of territory of the United States (sacept for employment
preference for Appalachian contracts, when applicable, as
specified on Attachment Al, or
b. employ convict Iabw low any purpose wittsn the Mints
of the protect unless of is tabor psrfnrmed by convicts who are on
Parole. supervised rotease, of probation,
•. NCWDISCPAMPdATION
(Applicable to all Faderahswd co isiruebon contracts and to all
related subcontracts of ti 10,000 or morel
1 Equal Emptoyrn"i Oppenustity. Equal employment
opportunity (EEO) requirements not to discraminats and to tape
affirmative action to essure equal opportunity as set forth under
laws, executive orders, rules, regulations (28 CFA 35, 29 CFR
1630 and 41 CFR 601 and orders of It's Secretary of Labor as
moititred by Ilse provisions prescribed hereon, and imposed
pursuant to 23 U.S.C. 140 shall constitute the EEO and specific
aHrnrutrve action standards lot the contractor's protect eclovrues
under this contract, The Equal Opportunity Construction
Contract Specifications set froth under 41 CFR 60.4.3 and the
provisions of the American Disabilities Act of 1990 (42 US.C.
12101 EI nq.l sot forth under 28 CFR 35 and 29 CFR 1630 are
oncorpowated by referenco in this contract. to the esecution of
this contract, the contractor sprees to comply with the following
ntinwrwm specific requirement activities of EEO.
a- The contractor will war& with the State highway agency
(SHA) and the Federal Government in carrying out EEO obloga
lions and in their review of hoclhot activities under the contrsct.
b The contractor will accept as his operating policy the
following statement
'It is the policy al this Company to assure that applicants
are employed, and tt.at eniplayeat are treated dunng
errployment, without regard to their race. religion, sex,
color, national origin, ape or disability Such action shah
indudi: arrtliloyrnent, upgrading, demotion. at transfer.
recnutment or recruilm.nt advertising. lsyoff or termination:
rates of pay or other forms of compensation: and selection
for training. including apprenticeship, preapprenbceship,
andlor on- the-job training
2. EEO Officer. The contractor w111 designate and make
known to ltie SHA contracting officers an EEO Officar who will
have the responsibility lot and must be capable of offecrively
arirnrntsiering end promoting an active contractor program of EEO
and who rrnrt be assigned adequate authority and responsibility
to do so.
3. Dissemination of Policy: All members of the contractor's
stall who are authorized to hire, supery »e, promote, and dis-
charge entptoyees, or who recommend such action, or who ate
aubstsnbahy involved in such action, will be made fully cognizant
al. anal will implement, the contractor's EEO poky and oonlrae-
fuel responsibilities to provide EEO in each grade and classilica-
loon of employment. To ensure that the above t►greemeni will be
P New t
Page
1.
Goal. ..............................
t
Ili
Nondiectirrination .......................
in.
Nonsegregated Facilities ................. _ .
IV.
Pennant of Predoternrervdd lAnernurn Wage ......
3
V.
Statements and Payrolls .................
6
VS.
Record of Matena(s. Supplies, and Labor .......
b
ViL
Sublattnrg of Assigning the Contract ..........
7
VIII.
Safety: Accident Praventoon ...............
7
IX_
False Statements Conce►reng Highway Projects ...
7
X.
Imttlementairon of Mean Air Act and Federal
Water Pollution Control Act .... .......
8
XL
CarUfocation Regarding Debartrterd. Suspension.
Inebob lity, and Voluntary EviOusion ..........
•
Xlt.
Caruticatton Regarding Use of Contract Funds for
Lobbying..... ................... ...
9
ATTACHMENTS
A Employment Preleren;e lot Appalachian Contracts
(included in Appalachian contracts onlyl
�lltr;s: air a:e_n
1. Those contract provisions shall apply to all work performed
on the contract by the contractor's own organization and with
the assistance of wotkas under the contractor's immediate
superintendence and to all work performed on the contract by
piecework. station work, or by subcontract.
2. Except as olhwwtse provided for in each section, the
contractor shall insert in each subcontract all of Ilia supulauons
contained in these Required Contract Provisions. said further
require their inclusion in any lower tier subcontract or putchase
order that may in turn be made. The Required Contract Prom
sioru shall not be incorporated by reference in any case. The
prune contractor shalt be rssponar'bk for compliance by any
subcontracts or tower tier subcontractor with these Required
Contract Protnsiorn
3 A breach of any of the stipulations contained on thee•
Requaritd Contract Promssons shall be sullicient grounds for
tarmrirtion of the contract_
A, A breach of the following clauses of the Retnrtred Contract
Provisions may also be grounds lot debarment as provided in 29
CFA 5.12:
Section 1, paragraph 2:
Section IV. pategrapfta 1, 2. 3, 4, end 7.
Section V. paragraphs 1 and 2a through 29.
S. Disputes arising out of the labor standards provisions of
Section IV (escopt paragraph 5) said Section V of these Required
Contract Provisions shall not be subject to the general disputes
clause of this contract. Such disputes shall be resolved in aceat•
dance with the procedures of the U.S Department of Labor
MOU as set forth in 29 CFR 5. 6, and 7. Disputes mthon the
meaning of this clause include disputes between the contractor
(or any of its subcontractorsl and the contracting agency, the
OOL, or the contractor's employees or their reprr;entatives
6. Selection of Labor' During the petlatinrome of this con
tract. the contractor shall rot:
A. dtscrrnsnate against labor from any other State, pass".
soon. of territory of the United States (sacept for employment
preference for Appalachian contracts, when applicable, as
specified on Attachment Al, or
b. employ convict Iabw low any purpose wittsn the Mints
of the protect unless of is tabor psrfnrmed by convicts who are on
Parole. supervised rotease, of probation,
•. NCWDISCPAMPdATION
(Applicable to all Faderahswd co isiruebon contracts and to all
related subcontracts of ti 10,000 or morel
1 Equal Emptoyrn"i Oppenustity. Equal employment
opportunity (EEO) requirements not to discraminats and to tape
affirmative action to essure equal opportunity as set forth under
laws, executive orders, rules, regulations (28 CFA 35, 29 CFR
1630 and 41 CFR 601 and orders of It's Secretary of Labor as
moititred by Ilse provisions prescribed hereon, and imposed
pursuant to 23 U.S.C. 140 shall constitute the EEO and specific
aHrnrutrve action standards lot the contractor's protect eclovrues
under this contract, The Equal Opportunity Construction
Contract Specifications set froth under 41 CFR 60.4.3 and the
provisions of the American Disabilities Act of 1990 (42 US.C.
12101 EI nq.l sot forth under 28 CFR 35 and 29 CFR 1630 are
oncorpowated by referenco in this contract. to the esecution of
this contract, the contractor sprees to comply with the following
ntinwrwm specific requirement activities of EEO.
a- The contractor will war& with the State highway agency
(SHA) and the Federal Government in carrying out EEO obloga
lions and in their review of hoclhot activities under the contrsct.
b The contractor will accept as his operating policy the
following statement
'It is the policy al this Company to assure that applicants
are employed, and tt.at eniplayeat are treated dunng
errployment, without regard to their race. religion, sex,
color, national origin, ape or disability Such action shah
indudi: arrtliloyrnent, upgrading, demotion. at transfer.
recnutment or recruilm.nt advertising. lsyoff or termination:
rates of pay or other forms of compensation: and selection
for training. including apprenticeship, preapprenbceship,
andlor on- the-job training
2. EEO Officer. The contractor w111 designate and make
known to ltie SHA contracting officers an EEO Officar who will
have the responsibility lot and must be capable of offecrively
arirnrntsiering end promoting an active contractor program of EEO
and who rrnrt be assigned adequate authority and responsibility
to do so.
3. Dissemination of Policy: All members of the contractor's
stall who are authorized to hire, supery »e, promote, and dis-
charge entptoyees, or who recommend such action, or who ate
aubstsnbahy involved in such action, will be made fully cognizant
al. anal will implement, the contractor's EEO poky and oonlrae-
fuel responsibilities to provide EEO in each grade and classilica-
loon of employment. To ensure that the above t►greemeni will be
P New t
met, the following actions wilt be taken as a minimum:
a. Periodic meetings of supervisory and personnel office
employees wig be conducted before the start of worts and then
not less often than once every err months, at which time the
eontrector's EEO policy and its intplementabon will be reviewed
and onileined. The meetings " be conducted by the EEO
Officer,
b, AN new supervisory or personnel office onwloyeas will
be given ■ thorough ondoctnnsuon by the EEO Officer, covering
erg major aspects of the contractor's EEO obligations within thirty
days following their reporting lot duty with the contractor.
c All parsonnel who ate engaged in direct recruitment lot
the project will be instructed by the EEO Officer on the contract-
or's procedures too locaung and Mang minority group employses.
d Nolrces and posters sernng forth the contractor's EEO
policy will be placed in arses readily accessible to employees,
applicants for employment and potenbal employees
-
e The contractor's EEO policy and the procedures to
implement such policy will be brought to the attention of employ
ees by means of meetings, employee handbooks, or other
appropnate means
4. Recruitment: When advertising tot employees, the contras
tor will include in all advartosernento for employees the notation-
'An Equal Opportunity Employer.' AM such advertisements wttl
be placed in publrcetions having a large circulation among
mwrsonty groups in the mien from which the ptoreci work force
would normally be derived
a The contractor well, urge %a peocludad by a valid bargain-
ing agreement, conduct systematic and direct recruitment
through public and private amployee refertai sources likely to
yield qusfifled minority group applocame To meet this require -
n►ent, the conAtoctor wig idemily sources of potential minority
group ampluyees, and'astablish with such identified sovices
procedures wherebymino►ity group applicenlE maybe referred to
the contractor for arrtploymant consideration
b. In the oven[ the contractor has a valid bargnoing agree
aunt pooviding for exclusive hinng hell relarrala, he is expected
to observe the provisions of that agreement to the extent that the
system parmets the contractor's compliance with EEO contract
provisions. (The DOL has held that where ornplementaiion of
such agreements have the effect of discriminating against
rrtinoroties or women, or obligates the contractor to do the sauna,
such imptemenutton violates Executive Order 11246. as amend.
ad I
c- The contractor will ancourage his present employees to
refernsnortty group applicants for employment- Information and
procedures with regard to referring nvnomy group applicants will
be discussed with employees
5. Personnel Actions- Wages. working conditions, and
employee benefits shall be established and administareid, and
persunneJ actions of every typo, ondudmg hiring. upgrading,
promotion, transfer, demotion, layoff, and tamrsnatron, shag be
taken without regard to race, color, religion, sex, national ongin,
age or disability. The following procedures shall be followed:
e. The comri clot will conduct periodic inspections of
protect lines to insure that working conditions and employee
facilities do not indicate descrxnnalory treatment of project site
personnel.
Pier 2
b The contractor will per+o C&Wy evaluate the spread of
wages paid within each cissiviscatton to deleurone any evidence
of discnnenetory wage practices
c. The contractor woU periodically review selected person-
nel actions in depth to determine whether there is evidence of
doscrimwnaiion. Where evidence rs found, the contractor will
promptly take corrective action. 11 the review rrtdiicales that the
discrimnauten may errand bevord the actions reviewed, such
corrective action shag include all affected persons
d. The contractor will promptly investigain all compJeints
of alleged discrimination trade to the contractor in connactrun
with his obligations under this contract, will attmnspt to resolve
such com;►Iarnts, and will take appropriate corrective action
within a reasonable time. It the investigation indicates that the
discrimination may affect parsons other than the complainant,
such cortecttvw action shall include such other persons. Upon
completion of each invesugaoon, the contractor win inform every
cornplainanl of all of ties avenues of appeal.
6 Training and Promotion
a. The contractor will assist on locating, qualifying, and
increasing the shills of nxnonly group and women emploveas,
and applicants for employment.
b. Consistent with the contractor's work force require
ments and nit permissible under Federal and State reputations. the
contractor shell make full use of training programs, i.e., appien
ticechip, and on the -hob training programs for the geographical
area of contract performance. Where feasible, 25 patcent of
apprentices or trainees in each occupation shall be in they first
yew of spptenbceship or training. In the event a special provi-
sion lot training is provided under this contract. Shoe subpate-
graph will be superseded as indicated in the special provision.
c The contractor will advise employees and applicants lot
employment of "failtile training programs and entrance requa so-
ments for each
d. The contractor will periodically review the training and
promotion potential of "notify group and worsen employees and
will encourage eligitAn arrtptoyees to apply tot such training and
promotion
7. Unisons: It the contractor robes in whole or in pan upon
unions as a source of employees, the contractor will use his/her
best etlorts to obtain the cooperation of such unions to increase
opportunities for minority groups and woman within the unions,
and to effect rofartals by such unions of minority and female
employees Actions by the contractor either directly or through
a contractor's association acting as agent will include the prose
dunes set lorth below:
a. The contractor will tee best alloets to develop, in
cooperation with the unions, joint training programs esimed
toward qualifying mote minority group members and women tot
membership in the unions and increasing the skills of minority
group amployees and women so that they may qualify for higher
paying employment.
b The contractor will use best efforts to incorpornte an
EEO clause into each union agreement to the end that such union
will be contractually bound to rater applicants without regard to
their race, color, religion, sex, national ongm, mile no disability-
c. The contractor is to obtain information as to the referral
i
1
prwcbces and polraaa of (he labor union except that to the extent
ouch nfommoon is within the aschreiw possesoon of the labor
ration mid such labor unison refuses to furnish such Information to
the contracts, the contractw shall so candy to the SHA and
shall set faith whet efforts have been made to obtain such
Information,
d. In the event thin union is unable to piov►de the contrsc
tot with a reasonable now of rirnonty and women referrals within
the ttwrr kalif set loeth in the collective bargaining agteoment, the
contractor will. through independent recruit. font atfoits, fill the
a,, VTrWA vaeanuas without regard to (*Co. color, religion,
ores, national origin, age or disaiAly; makrr►g full efforts to obtain
qualified and/or qualifiable rranwity group parsons and woman.
(The DOL has held that n snail be no excuse that the union with
which the contractor has a codective bargaining agreament
providing for exclusive sternal failed to refer minority eeri(ilnyess.l
In the *vent the union referral practice prevents the contract*+
from meeting the obllgatnons pursuant to E- xocutive Order 11245.
as amended. and these spedal provisions, such contractor shalt
immediately notify the SHA.
H. Selection of Subcontracion. Procurement of Moloosts and
Leasing of Equipment: The contractor shall nut dtscrarxnats on
the grounds of race, coiw, religion, sex, national nngin, age or
disability in the selection and retention of subcontractors, indud
Ing pfocurernent of rrfetarials and leases of equipment_
a The contractor shall notify all potential subcontractors
and suppliers of Nether EEO obligations under Ihia contract.
b. Disadvantaged business anierptites (OBEI, as defined in
49 CFR 21, shad have equal opponuraty to compete for end
perform subcontracts which the contracts enters into pursuant
to this contract. The contractor will use his best efforts to sulicit
bids from and to un4re DBE subcontractws or subcontractors
with meariiregfol mrsonty group and female representation among
their employees Contractors shall obtain lists of DU construc-
tion firrna from SHA personnel.
c. The contractor wall use his heel efforts to ensure
wbeantraclur corripltance with their EEO obligations.
9. Flectirds and Repom. The contractor td►aU keep such
records as necessary to document compkance with the EEO
requirements. Such records shell be retained for a period of three
years following completion of the contract work and shall be
arvailablti N reasonable times "places for inspection by ourho
rued rapresontatrves of the SHA and the FHWA-
a- The records kept by the contractor shall document the
f olio wing:
111 The member of minonty yid non- +rtinurity group
members and woman employed to each work classification on thr.
woject•
(1) The progress and efforts being made to cooperation
with unions, when epybcable, to Increase employment opportune
ties for nsrionlies and women.
131 The progress and efforts being made in locating.
hiring, training. qualilyhng, and upgrading rrvnonty and female
employees; teed
141 The progress and allortc being made in securing the
services of DBE subcontractors or subcontractors with meamng-
ful minority and female representation among their arrrtiloyat+s.
b. The contractors will sUbtrit min snrxral reprin to the SHA
each Juty for this duration of the prooct, Indicating the rwmber
of rmnonty, woman, end non rnenority group employees currenny
engaged in each wort classification required by the contract
work. This information is to be reported on Form FHWA -1191
If ors -the fob training is being required by special provnslon, the
contractor wit be required to collect and report tiering data
111 NONSEGREGATED FAC3LJM5
IApphcable to an Federal aid :oneltuction contracts and to all
related subcontracts of 110.000 or more.)
a. By subnassson of time bid, the execution of this contract or
subcontisct, Or the consummation of ttea malarial supply agree
rrwnt or purchase order, as sppropnale, live bidder. Federal-aid
ctlnetrtrcp0n contractor, subcontractor. matenel supplier, or
vendor, as appropnate, certifies that the firm does not marntarn
of provide for Its ertrpfovees any segregated facifrt►es at any of its
establishments, and that the firm does not permit Its omployeas
to perform than services V my locals*^, under its control, where
segregated facilities are rma rstair»d. The firm agrees that a
bteaeh of the certification is a visAmion of the EEO provisions of
this contract. The firm further cernf ev that no employee will be
denied access to adequate facilities on the basis Of sox M
disability
b. As used in itas cenific-ation, the tens 'saprogaied
facilitiW means any waiting rooms, wort areas, rsstrooms and
washrooms, restavanis end other •sung areas, timeclocks,
locker rooms. and other %to#" or diessrrng areas. perking lots,
drinking fountains, recrestion or entertainment areas, transpor-
tation, and housing facilities provided lot employees which are
segregated by explicit directive, Of are, in fact, segregated on the
basis of rocs. Cohn, rell(pon, national origin, age or drssbdtty,
because of habit. local custom, or otharsviss. The only exception
wig be tot the disabled when The demands for accesubidrty
override le -g disabled parting).
c. The contractor sorties that of has obtained or will obtain
Identical cenifKation from proposed subcontractor of material
suppliers prior to award of subcontracts or consummation of
material supply agreements of $10,000 or more end that it will
retain such certifications in its ties
fV. PAYMENT OF PREDETERUMED MINIMUM WAGE
(Applrcetile to ell Federal aid construction contracts exceeding
$2,000 ant to an totaled subcontracts, except for projects
located on roadways classified as local roads at rural rnmat
collectors, which are esempt.)
1. G4~af:
a. AN mechanics and laborers smoloved w working upon
the site of the work will be paid unconditionally and not less
often then once a week end without subsequent deduction or
rebate on any account /except such payroll deductions as aria
pamstted by regulations (29 CFR 31 issued by the Secralwy of
Labor under the Copeland Act 140 U.S.C. 27601 tine full amounts
of wages and bona fide fringe benefits lot cash equivalents
thereof) due at time of payment. The payment shall be computed
at wage rates not less than these contained in the wage datarm
nation of the Secretary of labor thereinafter 'the wage detonri
nation ") which is attached hateto and made a port haieol,
regardless of any contractual relationship which may be alleged
to exist between the contractor of its subcontractors and such
laborers and mechanics The wage derlemtination lincluding any
Pepe 3
additional elaaetfieations and wags rates canlormed under
paragraph 2 of this Section IV end the DOL poster (WH 132 1) or
Form FRWA -14951 shall be posted at all lorries by the contractor
and its sartacontractors at the title of the work in a prominent and
accessible place where it can be easily seen by the workers - For
the purpose of this Section, coninbutions made or costs raasor►
ably antictpeted fm bona Tide fringe benefits under Section
1(b)121 of the Daws -Bacon Act (40 U.S.C. 276al on behalf of
laborers or mochanies ate considered wages paid to such Taborets
of mechanics. subject to the ptowsions of Section IV. paragraph
3b, harsof. Aso, tot the purpose of fruit Section, regular
contributions made or costs incutted fix more than a weekly
period (but not less often than quarterly) under plant. funds, or
programs, which cover the particular weekly period, ate deemed
to be constructively triads or tncutted during such weekly period.
Such laborers and mechanics shall be pad rive appropriate wage
Fete and fringe benefits on the wage determination for the
classification of work actually performed. without regard to skill.
except as provided to paragraphs 4 and S at this Section IV
b. Laborers or rtvecharucs perlorrting work in mote than one
classification may be compensated at the rate specified for each
classification for live tome actually worked therein, provided, that
five employer's payroll records occurataly set tonh the time spent
in each classification in which work is performed
c. All rulings and interpretations of the Davis Bacon Act
and related acts contaired in 29 CFR 1, 3, and 5 are heroin
incorporated by ratererice In this contract.
2. c3ansificetion:
a. The SHA contracting officer shad require that any class
of laborers or mechanics employed under the contract, which is
not listed in the wage datemensuon, *had be classified in
conformance with the wage date►rrination.
b. The contracting officer shudl approve an additional
classification, wage rate and fringe henehts only when the
lollowing crifene have been met:
(11 live work to be performed by the additional classify
cation nsquo+ted is not petformed by a classification in the wage
detemination:
421 the additional classification is utikred In ttre area by
the construction Industry:
(3) the proposed wags rate, mchlding any bona fide
lunge benefits, bears a reasonable relationshup to the we" rates
contained in the wage detercniriation: and
(4) with respect to helpers, when such a classification
prevails in the area in which the work is performed.
c. If the contractor or subcuntioclors, as appropriate, the
laborers end mechanics fit known) to be employed in the
additional classification or their'epresentativtt, and the contract -
Ing officer agree on the classificatinn and wage rate (including
the amount designated for fringe benefits whets WPfopriett). a
report of the action taken shall be sent by the contracting office,
to the DOL. Adrtinttstrefor of the Wage and Hour Division,
Employment Standards Admorest ration. Washington, D.C. 20210.
The Wage and Hour Administrator, of an authorized represents -
live. will approve. modify, or disapprove every additional
classification action within 30 days of receipt and so advise the
contracting officer or will notify the contracting officer within the
30-day penod that additional time is necessary.
Few a
d. In the event the contractor or subcontractors, as appro-
priate, the laborers or mechanics to be employed on the additional
classification of their rspresenlativts, and the contracting officer
do not agree on the proposed daeaification and wage rate
(inchiding the amouni designated for fringe benefits, whets
apprapnatel, the contracting officer shall islet the questions,
including the views of all interested parties and the recommanda-
,$on of the contracung officer, to the Wage and Hour Admlrsstra-
tor lot determinabon. Sad Administrator, or an authorized
representative, wi Issue a determination within 30 days of
tsceipt and so advise the contracting officer or will notify the
contracting officer within the 30-dey pentad that additional time
is necessary
e, The wage rate Gncluding flings benefits whore appropti-
atel determened pursuant to paragraph 2c or 2d of this Section iV
shall be paid to all workers performing work in the additional
classification from the first dry on which work to performed in
the classification
3. Payment of Fringe Benefits-
a. Whonsver the minimum wage into poeacr'bed in the
contract for a class of laborers or mechanics includes a fringe
benefit which is not expressed as an hourly rate, the contractor
or subcontractors, as appropriate, shall either pay the benefit as
stated in the wage determinauon or shall pay another bona fide
fringe benefit or an hourly case equivalent thereof.
b. 11 the contractor or subcontractor, as apprapnate, does
not make payments to a trustee or other third parson, he;bhe may
consider at a part of the wages of any laboter or mechanic the
amount of any costs reasonably anticipated in providing bona fide
fringe benefits under a plan or program, provided, that the Secre-
tary of Labor has found, upon the written request of the contras•
tor, that live applicable standards of the DsvtG -Grcon Act have4
been met, The Secretary of Labor may require the contractor to
sat aside in a separate account assets for the meeting of
obligations under the glen or progrem.
4. Apprentices and Trainees (Programs of the U.S. DOL) and
Helper
a. Apprentices:
(11 Appienticas will be permitted to work at less than
the predetermined rate tot the work they porfon"od when they
ore employed pursuant to and Individually registered in a bona
fide apprenticeship program registered with the DOL. Employ-
ment and Training Administration. Bureau of Apprenticeship and
Training. or with a State apprenticeship agency recognized by the
Bureau. or if a person is employed in hisfhcf foist 90 days of
probationary employment as an apprentice in such on apprentice-
ship program who is not individually registered in the program.
but who has been certified by the Bureau of Apprenticeship and
Training or a State apprenticeship agency (where approprtale) to
be eligible for probationary employment as an Apprentice-
121 The allowable 'olio of apprentices to Iwirneyman-
Invel employees on the lob site in any craft classibcation shall not
be greater than the ratio permitted to the contractor as to the
entire work force under the registered Diagram. Any ortrw4cyce
listed on a payroll at an apprentice wage 'ate, who is not F0911-
toted or otheiwiso employed as stated Above, shall be paid not
less than the applicable wage rate listed in the wags daterryrina-
Lion for the classification of work actually performed- In additions
any apprentice performing work on the gib silo in excess of 1#4
ratio permitted under the registered program shall be pad not less
then the applicable wage rata on the wage determination tot the
work actuary performed. Where a eonsractor or svbcoritractor
is perforereing conatrucuon on a peojecl in a locality other, than
that rn which Ks Progteirn is registered, the ratios end wage rates
lexprasssd in percentages at the jourrheyrrum -level hourly rate)
specified in the controcior's of auticontractor's registered
prngrom shell be observed.
(31 Every apprentice must be paid at not less than the
rate specified in the ragestered piogrem for the eMirritrce's level
of progress, •tip►essad as a percentage of the )ournayrrran -level
hourly We specified in the applicable wage deterrranation.
Apprentices shell be paid fringe benefits in accordance with the
provisions of the apprenticeship ptogram If the apprenticeship
program does not specify fringe benefits, appientrees must be
P" the fur amount of fringe benefits listed on the wage delerm-
nabon tot the eppiieabie classification. H the Administistor for
the Wage and Hour Diriasion determines that a different practice
prevails lot the appGeabie apprenl'Ce citssifacation, fringes shag
be paid in occondence with that dsteirrvnabon_
(4) In the event the Suraou of Apprenticeship and
Training, Of e State appnntrcestup agency recognized by the
Sweau, withdraws approval of an apprenticeship program, the
contractor at subcontractor will no longer be permitted to utikze
apprenbces at less than the applicable predetemiered rate for the
comparable work performed by regular aniptoyees until an
acceptable program is approved.
b- Trainees:
(11 Except as provided in 29 CFR 5.16, trainees will
riot be pemnitted to work at less than the predetermined rata for
the work performed unless they we employed pursuant to and
individually registered in a program which has received prior
apptoval, evidenced by formal cenHicanon by the OOL. Empirev
menu and Training Adnsristralean.
121 The ratio of trainees to )ourneyman -level employees
an the gib site shay not be greeter than permitted under the plan
approved by the Employment and Traireng Adrninestration. Arty
employee fistod on the payroll at a trainee rate who is not rages•
tared and paracipating in a training plan approved by the Employ
mint and Trairwrg Adnrnistnuon shag be pad not less than the
applicable wage rate on the wage determination lot the classifier
tion of work actually perfommad. In addition, any trainee perform -
crag work on the job ante in excess of the ratio permitted under the
registered program shall be paid not less than the applicable
wage rate on the wage determination lot the work actually
W rf limed -
13) Every trwree must be paid at riot less than the rate
specified in the approved Program for his/her level of progress.
expressed as a percwnteoe of The jourrevmon•lavtd hourly rate
specified in the applicable wage detarrrination. Trainers shall be
paid fringe benefits in accordance with the provisions of the
trainee program. Of the ?ranee program does not mention fringe
bonsfits, trainees shall he paid the tun &mount of fringe benefits
bted on the wage dilit"rinatun unless the Adrttrnrstrator of the
Wage and Hour Division determines That liar* is an apptenlice-
stiepprogram associated with tihe corresponding journeyman level
woo@ rate on the wage determination which provides lot lass
ttan full huge benefits for apprentices. in which case such
trainees shall receive the some fringe benelits as apprentices
141 In the event the Employment and Traifung Admirss-
Itstlon withdraws approval of a training program, the contractor
or subcontractor will no longer be permhitted to uttlite trainees at
less than the OV06ca a pfedetarrnined rate for the work par -
torrned until en acceptable program is approved.
C. Helpers'
Helpers will be parrteltod to wort on a protect at the
helper classification to apecsfied and defined on the applicable
wage dahenTureation or is approved pursuant to the conformance
procedure set lonh in Section 1V.2. Any worker listed on a
Payroll at a helper wage (ate. who is not a helper under a
approved dsfitiuon, shall be paid not Ise than the applicable
wage rats on the wage determination for the classification of
work aclually performed.
5. Apprentice* and Trainees IPrograrns of the U S DOT)
Apprentices and Irairees working under Wpranticeship and
skill trairsng programs which have been cenitred by the Sectelnry
or Tronsponsthon as promoting EEO in Connection with Federal -
sed highway construction programs ere not subject to the rsquin•
mania of paragraph 4 of this Section W. The straight time hourly
wage rates for apprentices and trainees under such programs wig
be established by IM particular programs The ratio of apprentic
ve and trainees to journeymen shall not be greater than permitted
by the terms of the Particular program.
6. Withholding
The SHA shall upon tit own acuon or upon wntlen
request of an outhonted repteser►tative of the DOL withhold, or
cause to be withheld, from the contractor or subcontractor under
this contract or any other Federal contract with the toms prime
convector, or any other Federany- assisted contract subject to
Davis-Bacon prevailing wage requirements which is held by the
same prime contractot, as much of the accrued peymantt of
advances as may be considered nocessmy to pay laboten erxh
mechanics, including apprentices, trainees, and helpers, am
Played by the contractor or any subcontractor the fur ernount of
wages rsqured by the contract. In the event of failure to pay
any laborer or mechanic, including any apprenbce, trainee, or
helper, employed or working an the site of the work, all or pot
of the wages required by the contract, the SHA contracting
officer may, after written notice to the contractor, take such
action as may be necessary to cause the suspension of any
tunher payment, advance, or guarantee of funds until such
violations have ceased.
7 Oventene Raquirements
No contract*' on subcontractor contrecung for any pan
Of the contract work which may require or involve the employ
mint of laborers, mechanics, watchmen, or guards (including
apprenuces, titaness, and helpers described in pategraphs 4 and
5 above) shall requite at permit any laborer, nhecha►ec, watch
man, or guard in any workweek in which he /she is employed on
such wort, to work in excess of 40 hours in such workweek
unless such laborer, neacharic, watclirman, or guard receives
conpensation et t rate not lees than one- and-one -hall times
ls/her basic rate of pay for all hours worked in excess of 40
hours in such woticweek
8. Violation:
Liability lot Unpo d Wages. Liquidated Damages: In the
event of any violation of the clause set forth in paragraph 7
above, the contractor and any subeonteactot responsible thereon
shall be katela to the affected amployes for his/her unpaid wages.
In addition, such contractor and subcontractor stall be [table to
r.e. s
the Untied States fin the case of warlt done under contract to
the District of Columbia err a territory, to such Dtstnct or to such
terntoryl for 6quodsted damages- Such liquidated damages shall
be computed with respect to each individual labor, macharac.
watchman, of guard employed in nnolafion of the clause set forth
in paragraph 7. in the sum of $10 Ion each calendar day an which
such erttpioyee was retlulred or pern.itted to work on excess of
the standard work week of 40 hours without payment of the
overtone wages required by the clause set forth in paragraph 7
9. Withholding lot Unpaid Wages and Lgqudsied Damagsa
The SHA shall upon till Own action or upon written request of
any outhorured representative of the DOL wittihold, or cause to
be withheld. from any moniee payable on account of work
perfore. by the contractor or subcontractor under any such
contract or any other Federal contract with the carne prime
con-tractor. or any other Fdsralfy aswated contract subject to the
Contract Work Hours and Safety Standards Act, wfrch is held by
the same proem contractor, such sums as may be determined to
be necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and bquadated damages as
provided in the clause sat forth in paragraph 8 above
V. STATEMENTS AND PAYROLLS
fAppb. -able to all Federal -rid construction contracts saceeding
$2.000 acid to all related subcontracts. escept for proiects
located on roadways classrlisd as local roads at rural collectors.
which are exempt.)
1. campfianee wrhh Copetand Regulation 129 CFR 31:
TAa contractor shall comply with the Copelaroff Regulations of
the Secretary of Labor which we herein incorporated by telef-
once.
2. Payrolai and Payroll Records
a. Payrolls and basic records rotating theroto shelf be
maintained by the contractor and each subcontractor doting the
course of the work and preserved for a period of 3 years from the
dots of completion of the contract for all laborers, mechanics,
apprentices, trainees, watchman, holpara, ofd guards working at
the site of the work
b. The payroll records shell contain the name. social
security number. and address of each such employee' tot of her
correct classification: hourly rotas of w es ag paid tincluding rates
of contributions at costs anticipated for bona fide fringe benefits
or cash equivallent thereof the types described in Section
I(b)f2)(81 of the Davis Bacon Act1: daily and weekly number of
hours worked: deductions made. and actual wages paid. In
addition, for Appelachun contracts, the payroll records shall
contain a notation indicating whether the employee does, or does
not, norrt►aMy inside in the labor area as defined in Attachment A.
paragraph 1. Whenever the Seciatary of Labor, pursuant to
Section iV. paragraph 3b, has lound that the wages of any
taborer or mechanic include the amount of env costs reasonably
anticipated in providing benefits under a plan or progism de-
scribed in Section I M1121f81 of the Davis Bacon Act, the contrac-
tor and each subcontractor shall mainion records which show
that the commitment to provide such benefits is enforceable. that
the plan or progfem is financially tesponsible, that the plan or
program has been communicated in writing to the Laborers or
mechanics affected, send chow the cost anticipated at the actual
cost incurred m providing benefits. Contrectars or subcontrac-
tors emplo"ri9 apprentices or finances under approved ptogramis
I-Me s
shat maintain written evidence of the registration Of apprsnboes
and trrton"it, and ratios and wage rates prescribed on the
applicable programs.
c. Each contractor and subcontractor shelf furnish. each
weak in which any contract work to perlom►d. to the SHA
resident engireer a paytd of wages paid each of no employees
(including apprentices, trainees, and helpers, descrstsed in Section
IV, paragraphs 4 and 5, and watchmen and guards engaged an
work during the preceding weekly payroll panodl. The payroU
submitted shall set out accurately end completely all of the
information required to be maintained under paragraph 2b of this
Section V This information may be submetted in any form
desired Optional Form WH•347 is available tot this purpose and
may be purchased from the Superintendent of Documents
IFedersl stock number 029.00S- 0014 -1), U.S. Government
Printing Office, Washington. D.C. 20402. The pnrte contractot
is retpontribls lot the eubngssioo of copies of psvccAs by all
subcontractors
d Each payroll submitted shall be accompened by a
'Statement of Compliance,' signed by the contractor or subcof.
tractor or iralhel spent who pays or supervises the payment of
the persons employed under the contract rind shelf comfy the
I ullo wing'
111 that the payroll for the payroll period contains the
information aequired to be maintained under paragraph 2b of this
Section V and that such information is correct and complete:
121 that tstreh laborer o mechanic (including each helper,
opyrentice, and trainee) employed on the contract during the
payroll period has been osid the lull weekly wages earned.
without rebate, either directly or indirectly, and that no deduc-
tions have been made either drractly or indirectly from the lug
wages earned, other than permsssdrle deductions as sat forth in
the Regulations, 29 CFR 3;
131 that each laborer or mechanic has been paid riot less
that the appbcabla wage rata and Innge benefits or cash equiva-
lent for the classification of worked performed, as specified in the
applicable wage dowrnination incomotatod into the contract.
e The weekly suivrassao+of a property executed certifica-
tion sot forth on the reverse side of Optional Form WH -347 shall
satisfy the requirement for submassion of the 'Statement of
Compliance' required by paragraph 2d of this Section V.
1 The falsification of any of the above certifications may
subject the contractor 10 civd or criminal prosecution under 18
U.S.C. 1001 and 31 U.S.C. 231.
g. The contractor of subcontractor shell make the records
required under paragraph 2b of this Section V available fork
Inspection, copying, or trsnscnption by euthonzed topresenwives
of the SHA, the FHWA, or the DOL. and shell permit such rapte-
sentatives to interview employees during worleing hours on the
job. If the contractor or subcontractor fails to submit the
required records or to make them available, the SHA, the FHWA.
the DOL. or all may, after written notice to the contracts,
sponsor. applicant, or owner, take such actions as may be
necessary to cause the suspension of any further payment.
advance, or guarantee of funds. Futthetmore, frsiluts to submit
the requited records upon request or to make such records
available may be grounds for debarment action pursuant to 29
CFR S_12,
VI RECORD OF MATERIALS. SUPPLIES. AND LABOR
1. On ell Federal -sad contracts on the National Highway
System, except those which provide solely for the installation of
Protective devices at railroad grade crossings, those which ate
constricted on a force account or direct labor basis, highway
beautification contracts, and contracts for which the total find
construction cost (w roadway and bridge is less than
$1,000,000 (23 CFR 6351 the contractor shall:
a. Become lernrlitn wrth the lift of specific materials and
supplies contained in Form FHWA,47. 'Statement of Matenels
and labor Used by Contria tw of Highway Construction Involving
FedionW Funds.' prof to the commencement of work under this
contract.
b. Maintain a record of the total coal of ell rr alonals and
supples purchased tot and incorporstad in the wait. and also of
the quantities of those specific materiels and oupphes listed on
Form FHWA 47, and in ttw units shown on Form FHWA -47.
c. Furnish. upon the completion of the contract, to the
SHA resident engineer on Form FHWA•47 together with the data
required m paragraph 1 b relative to materials and supplies, a final
Idror surrenery of all contract work indicating the total hours
worked and the total o mount earned.
2- At the pone contractor's option, either a single report
covering all contract work or separate repons tot the contractor
and for each subcontract shall be subrrutted.
V2. SUBLETTiVG OR ASSIGNING THE CONTRACT
1. The contractor shell perform with its own organization
contract work amounting to not less than 30 percent lot a
greeter percentage If specified ehewhers in the eororactl of the
total original contract price. excluding env specialty items
designated by the State, Specially items may be performed bV
subcontract end the amount of any strh specialty items per
lomned may be deducted from the told ongtriaf contract pnce
before computing the amount of wort required to be performed
by the contractor's own aiganration 123 CFR 6351
A. 'its own organtation' shall be construed to include
only workers employed and paid directly by the pore contractor
and equipment owned of rented by the prime contractor, with or
without operators. Such term does not Include arrrtployees or
equipment of a subcontractor, assignee, or spent of the prime
contractor.
b. 'Specialty Items' shall be construed to be limited to
work that requires highly specialized knowledge, abdMes, or
egUiprnant not ordinst4y eveilabit in the type of contracting
organttations qualrfied and anpected to bid on the contract are a
whole and in general era to be limited to minor components of
ills overall contract.
2_ The contract amount upon which the isquirements set lonli
in paagrarph 1 of Section VII is computed Includes the cost of
material and manulactutod products which tie to be purchased
or produced by the contractor under the contract provisions
3. The contractor shall furnish Ili) a competent superintendent
or supervisor who to employed by the firm, has full authority to
direct performance of the work in accordance with the contract
requirements, and is in charge of all construction operations
fiegsrdlass of who performs the work) and lb) such other of its
own otgasrtirsuonal resources Isupesvision, management. and
sngrneanng services) as the SHA connecting officer determines
is necessary to assure flit performance of the contract
4. No portion of the contract shelf W sublet, assigned of
otherwree drapotad of except with the written consent of the
SHA contracting officer, or authorized topresentatrva, and such
consent when given shelf not be construed to raliavit the
contractor of env responsibility lot the fultifirttent of the contract.
Written consent will be given only offer the SHA has assured that
each subcontract is evidenced in writing and that it contains oil
pertrnenl provisions and requirements of the prime contract
Yr. SAFETY ACCIDENT PREVENTION
1 In the performance of this contract the contractor shall
comply with aU applrcabla Federal. Stale, and $Deal laws govern
rng safety, health, end saritatKrn 123 CFR 6351. The contractor
shall provide all safeguards, safety devices and protective
equip—went and tape any other needed actions as it determines,
or as the SHA contractrrig officer may detemune, to be reesom
ably rwcassaty to protect the life and health of employees on the
lob and the safety of the public and to protect property in
connection with the performance of the work covered by the
contract.
2- It is a condition of this contract, and shall be mtede a
condition of each subcontract, which the contractor enters into
pursuant to this contract. that the contractor and any subcontrac-
tot shalt not permt any employee, in pedorm►anca of the con-
tract, to work in W►roundrngs or under corwrimons which are
unsanitary, hazardous or dangerous to his/her hsahh or safely, as
datermrnad under construction salaty and health standards f29
CM 19261 promulgated by the Secretary of Labor. in accordance
with Section 107 of the Contract Wart Hours and Safety
Standards Act 140 U.S.0 3331.
3 Pursuant to 29 CFR 1926.3. it is a condition of this
contract that the Secretary of labor or aullhonted representative
tharool. shall have right of entry to any site of contract perfor-
mance to inspect of investigate the matter of compliance with
the construction safety and health standards and to carry out the
duties of the Secretary under Section 107 of the Contract Work
Hours and Safety Standards Act (40 U.S.C. 311).
IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
In order to assure high quality and durable cunst-mcUon in
conformity with approved plans and speertications and a high
degree of reliability on statornants and representations made by
engineers, contractors, suppliers. and workers on Federal -aid
highway ptolecis, it is essential that aU petsons concernod with
the ptorect perform them functions as carefully, thoroughly, end
honestly at possible. Willful falsification, distortion, o►mis►aprs-
sentatron with respect to any facts related to the protect is a
vtdatlon of Federal law To prevent any misunderstanding
regarding the seriousness of these and similar acts, the following
notice shall be posted on each Federal aid highway protect 123
CFR 63SI in one or more places where it is readily available to all
persons concerned with the protect.-
NOTICE TO All PERSONNEL ENGAGED ON FEDERAL -AID
HIGHWAY PROJECTS
18 U.S.C. 1020 reeds as (otlows-
'4lfioever. Dung an officer, agent, w smrpJorra of the United
States, or of any State or Territory, or whoever, whetheir a
Person. assertation, firm, w corporation, knowingly aWrs any
fake starartent, false reDreseritalron, of false report as to the
chavactef, queF /y. Quantity, or cost of the niarrrid used or to be
used, or the Quantity or quahty of the wwk performed or to be
Pry 7
performed, or the cost thereat rn connection With the strbmeSSrort
o /planes, MAPS. specifications, eontracrx, or costs of eonstructio"
on any hophte'ay or refired protect suberitred for approval to the
Secretary of Transyorls6on: or
V^Ovver knorwinplymakes any false srsrarrienr, false repe"en-
tanon, fails• report ey /ills• clorn wi►h respect to the charecrer,
quediry. quantity, or cost of any work performed or to be per-
forated, or moterrah fwnished or to be furnished, in corvrectron
with the construction of any Highway or relered protect approved
br the Secretary of Trayssporlarron, or
Whoever knowinpfy stakes any false srarament or /also raprv-
sentalion as to rrsata W fact N any statement. cartif cafe, or
report subrtted pursuant to provrsions of the radars/ -aid Roe&
Act ,approved Judy 1. 1916. 139 Star. 355), as amended and
si ppaernrrred.
Shari be lined nor more that t 1 D.DOO or imprisoned not more
than 5 years or both.'
X PAPILEMENTATM OF CLEAN AJR ACT AND FEDERAL
WATER POLLUTiON CONTROL ACT
(Applicable to el Federal -aid construction contracts end to ell
refilled subcontracts of III O0.0D0 or moral
By subnvesion of this bid or the execution of this contract, or
subcontract. as appropriate, the bidder, federal sad construction
cantre,ctor. w subcontractor, in appropriate, will be deemed to
have stipulated as follows
I That any Isulity that is or will be utilized in the performance
of this contracL unless such contract is exempt under the Clean
Air Act- as amended (42 U S.C. 1957 81 sag.. as amended by
Pub.L_ 91.6041, and under the Federal Water Pollution Control
Act, as amended 133 U.S -C. 1251 et jpg., an amended by Pub L
92 -5001. Executive Order 1 1738, and regulations In intplemente-
loan thereof (40 CFR 151 is not listed, on the date of contract
awr tv
d, on the U.S. Ertronmenial Protection Agency (EPA) List
of Violating Faeiirues pursuant to 40 CFR 15.20.
2. That the firm e9joes to comply and remain in compliance with
all She requirements or Section 114 of the Ciaert Air Act and
Section 308 of the Federel Water Pollution Control Act and all
regulations and gtadehnes listed therounder.
3. That the firm shad promptly notify this SHA of the receipt of
arty communication from the Director. Office of Federal Activities.
EPA, indicating that a facility that is or will be utilized few the
contract is under consideration to be listed on the EPA List of
Violating Facilities.
4. That the firm agrees to include or cause to be included the
requirements of parograph I through 4 of this Section X in every
nonexempt subcontract, and further agrees to take such action
" the government may direct as a means of enforcing such
r equireme nt ■
XI CERTWICAT10N REGARDING DERAPMENT, SUSPENSION
INEU=ILITY AND VOLUNTARY EXCLUSION
1 Instructions for Certification - Primary Covered Trrtsac
bons.
(Applicable to all Federal -aid contracts - 49 CFR 291
e. By signing and submitting this p(oposal, the prospective
P.6. 4
primary participant is providing the certification sat out below.
b. The tnob*ly of a parson to provide the certification set
out below wilt not necessarily result in dervol of participation in
this covered transaction. The prospective "i-titipont shall submit
an explanation of why H cannot provide the certification set out
below The caniftcabon or explanation wig be considered in
connection with the department or agency's determination
whether to enter into this transacbon. However, failure of the
prospecbve primary participant to furnish ■ certification or an
explanation shop disqualify such a person from participation in
this transaction.
c. The certification in Stu, clause Is • matenet represents
lion of fact upon which reliance was placed when the department
or agency determined to enter into this transaction. It it is later
determined that the piosptreuve primary partcipani knowingly
rendered an erroneous certification, in addition to other rem►edtas
available to the Federal Governinani, the depsnment of agency
may terrrrrnate this transaction lot cause of default.
d. The prospective primary participant shall provide
wmteskole written notice to the department of agency to whom
this proposal is submitted if any time the prospective primary
participant learns that its certification was erroneous when
submitted or has become erroneous by reason of chengod
arcurnstences
e. The Seems 'eowredtransacuom-'driberred,"suspend-
od ' ' ineligible.' 'lower tie► covered transaction,' 'participant.'
'person.' 'pnmarycoveted transaction.' principal.' 'proposal.'
and 'voluntarily excluded,' as used in this clause, have the
meanings set out in the Definitions and Coverage sections of
rules implarnenong Executive Order 12549. You may contact the
department or &pansy to which this proposal is submitted lot
assistance in obtaitrng a copy of those regulations
1. The prospective primary P&MCipanl agrees by submitting
this propusel that, should the proposed covered irenanction be
entered into, it shelf not knowingly enter into any lower tier
covered transaction with a person who is debarred, suspended.
declared ineligible, or voluntarily excluded from paarliapation in
this covered transaction. urdess authorized by the department or
agency entering into this transaction.
U. The prospective primary participant further agrees by
submitting thin proposal that it will include the clause totted
'Certification Regarding Debarment, Suspension, In"gibdrly and
Voluntary Excluwoor -Lower Trot Covered Transaction,' provided
by the department or agency entering into Shia covered transec-
bon, without modification, in all lower tier covered transactions
and in all solicitations for tower Star covered transactions.
h- A participant in a covered transaction may rely upon a
certification of a prospective participant m a lower time covered
transaction that is not debarred, suspended. ineligible. or volun-
tar8y excluded from the covered transaction, unless it knows that
the codification is erroneous. A participant may decide the
method and frequency by wtrch it datsrmines She eligibility oI its
principals. Each participant may, but is not required to, check the
nonprocurement portion of the 'Lasts of Psttias Excluded From
Federal Procurement of Nortprocurement Programs' (Nonprocure-
mnnt List) which is compiled by the General Services Adrrsrvetra
Iron
i Nothing contained in the foregoing shall Its construed to
requite establishment of a system of records in order to render in
good faith the certification required by this clause. The knowl-
r�
edge and information of parucepMl art not tegrrrred to exceed that
which is normally possessed by a prudent person in tt.e oidrnary
course of business dealings.
I Except lot transactions authorized under paragraph f of
dace instructions. it a panscrpam in a covered transaction
knowingly enters into a lower tier co.rared transaction with a
person who to suspended, debarred, ir►eiigible, at voluntarily
excluded from participation in this transaction, in addition to
other rsmodses available io the Federal Government, the depart•
truant or agency may laminate this Itansaction lot cause or
def atilt.
Conilicaaon Regarding Debarment. Suspension. Inefigi6ility end
Vokintery EAdusiwr —Yom airy Covered Tranescuone
1. The prospective primary participant certifies to the best of
its knowledge and belief, that it and Its principals-
a Are not prssendy debarred, suspended, proposed lot
debarment. decJeted ineligible, or voluntarily exchrded from
covered transacttone by any Federal department or agency;
b. Have not within a 3 -year par►od preceding this proposal
heart convected of or had a civil judgement rendered against then
lot eomnasswn of fraud a e criminal ollerae In connection with
obtaining- attempting to obtain. or performing a public (federal.
State or local) transaction at contract under a public transaction;
violasion of Federal or State antitrust statutes or comtmwssion of
arnbazzismant, theft. forgery, bnbwv, fafsrlraation or destruction
of tecoeds, making #ors■ statements, a receiving stolen property;
c. Are not presently rrdrrled lot or otherwise cnrnmally or
civilly charged by a goveirrnental entity 1Fedatal. State or locaq
with commission of any of the offenses enumerated in paragraph
Its of this canrfrranon; and
d. Have not within a 3 -yew period preceding this applies
tionlproposal had one or more public transactions IFederal. State
or locall terminated for cause or default.
2. Where the prospective primary particapent is unable to
oartify to any of the statements in this cortif►oation, such
prospective participant shah attach an axplanatton to this
proposal_
2. kwbvetkxw for Certification - Lower Tier Covered Transac
pions;
IAppfioable to off subcontracts, purchase orders srtd other
tower tier transactions of $25,000 or more • 19 CFR 291
a. By signing and submitting this proposal, the prospective
lower liar is ptovxfing the certification sat out below.
b. The certification in this clause is a material represents
uon of fact upon which reliance was placed when this transac-
tion was entered into. 11 it is Islet determined that the prospec•
two lower trrr participant knowingly rendered an erroneous
certification, in addition to other remedies available to the Federal
Government, the department. or agency with which this transac-
tion originated may pursue available remedies, including vapen
stun ardrne debarment
c. The prospective lower per pdnit:tpnnt shill provde
ranmodrete wnnen notice to the person to which pace proposal it
submitted of as any time the prospective lower tier panocrpont
learns ItHI rls te►UhcstWn was erroneous by rsesnn of tit.• Veit
car curnatainc ee .
d. The terms 'covered transaction,' 'debarred.' 'suspend
ad,' 'ineligible." 'primary covered transaction.' 'partrcipsunt."
'person,' 'principal.' 'proposal.' and 'voluntarily excluded.' as
used on this clause, have the meartrr►gs set out in the Definitions
and Coverage sections of autos rttpiontsnting Executive Older
12549. You may contact the person to which the proposal is
submtttad for assistance on obtaining a copy of thou regulations.
e. The prospective lower tact participant agrees by submit -
ling this proposal that, should the proposed covered transectron
tre entered into, it shall rat knowingly enter into any lower per
covered transaction with a person who to debarred, suspended,
declared inabgoble, or vohuntsordy excluded from participation in
this covered transaction, unicas authorized by the department at
agency with which this transaction originated
1. The prospective lower tier partrcrpent further agrees by
outrrritting Ihia proposal that it wig include this clause tilled
'Certification Ragarding Debarment. Suspension Ineligibility and
Voluntary Exclusion -Lower Tier Covered Transaction.' without
modification, in al lower tier covered transactions and in all
solrdtat►ona for lower tier covered lfaneaCUOns
U. A participant in a covered transaction may rely upon e
certification of a prospective participant in a lower tier coveted
transaction that is not debarred, suspended. Inefigibla, or vatun
twWy exckxled from the covered transaction, unless it knows that
the certification is erroneous. A participant may decide the
method and frequency by which it determines the efrgibrlrty of its
pnrcipel.s- Each participant may, but is rot required to, check the
Nonprocurament Lost.
h. Nothing contained on the foregoing shalt be construed to
require establishment of a system of retards on order to render in
good forth the certification required by IN* clause. The knowl-
edge and information of participant is not required to massed that
which is nofrrudIV possessed by a prudent person in the ordinary
course of business dealings.
i. Except tot IMItsectrons euthonsed under prwegtaph a of
these Instructions, of a panicipant in a covered transaction
knowingly enters into a lower tier covered transaction with e
person who is suspended, debarred, inetrgible, at voluntarily
exicksded rain participation in this transaction, in sddrtron to
other remedies available to the Federal Gavernment, the depart-
ment or agency with which this transaction originated may
purse available remedies. including suspension and/or debar-
ment.
Certification Regardino Debarment. Suspension, Ineligibility anti
Voluntary Exclusion.-Lower Tier Covered Transactions:
I. The prospective lower tier participant candies, by suabmis•
slon of this proposal, that neither of not its principals is presently
debarred, suspended, proposed lot debarment, decleredrnelug"e,
or voluntardy excluded tram participation in this irensection by
any Federal department or agency
P.D. 0
2. Where the prospectfvt lower tier participant is unable to
certify so env of the statements In its% conification, such
prospective participant shelf attach an eaptanetion to this
proposal _
XM CERTIFICATION REGARDING USE OF CONTRACT FUNDS
FOR LOBBYING
tAppbcebts to dl Federal-ad construcl-On contracts and to all
related subcontracts which asceed f 100.000 49 CFR 201
1. The prospective participant conifies, by Signing and aubrret-
ting this bid or propocal, to the best of his or her knowWoe and
baliel, that:
a. No Federal appropneted funds have been paid or will be
paid, by or on behalf of the undersigned, to any person for
influencing or attempting to Influence an officer of employee of
any Federal agency, a Mer^ber of Congress. an officer or employ-
ee of Congress, or an omployee of ■ Mernber of Congress In
connection with the awarding of any Federal contract- the
making of env Federal grant, the making of env Federal loan, the
entering onto of any cooperative egreameni, and the extermcn.
continuation. renewal. amendment. or modification of anvFederd
contract, grant. loan. or cooperative agreement,
b, if any funds other than Federal appropnaled funds have
been paid of will be pod to any person for influencing or anempt
irsg to influence an office' or employee of any Federal agency. a
Member of Congress, en officer or employee of Congress. or an
employee of a Member of Congress in connection with this
Federal contract, grant, loan. of cooperative agreement, the
urdertngned shall corny► rte and Submit Standard ForrrrLLL.
'Diactosure Form to Aoport tobbytng,' in accordance with Its
instructions.
2. This certification is a material repteaantetton of loci upon
which reliance was placed when thrs transaction was made or
entered into- Submission of this carbFICatlon is a preregtas"e for
making or entering moo this t'artsaetion imposed by 31 U S.C.
1352. Any person who twig to file the required co %ificanon shelf
be Subject to ■ civil psnefty of r.ot less that. t 10,000 and not
more than %100.000 for each such fedure
3. The prospective perucipant also egress by submilting his of
hog bid or proposal that he or she •haii requite that the language
of this certiticatron be included in all lower tier subconlracts.
which exceed 5100.000 and that all such rectpients shall cenofv
and dirsdose accordingly.
1
row 10
ATTACHMENT A . EMPLOYIAENT PREFERENCE FOR
APPALACHIAN CONTRACTS
(Applicable to Appataduan contracts only.)
I . During Ow perlorrrmme of Its corilract the oorrI - - - r
undeAaiung to do work which is, or reasonably may be. done as
on -site work, shah 9" preterenco to qualified persons who
regularly res+i Min IM labor area as designated by to OOL whwern
Ow contact work Is slhseded. or the subregion, or the ApgaladhLan
corahfies of the Stale wrrerohn the contmct work tz skwlod, exnepL
a. To Ina extent that qualdled pamons regularly
remkbV in the area are trot avairble.
b. For the reaaoaable needs of Ina contractor to
employ supervisory or speeia*y experienced personnel
necessary to asimum an o ident execution of the comma
wont_
c. For the obligation of the contractor to offer
employment to preterit or kxmher employees as the restA of a
lei" 0011a0M barSpinkhg contraQ provided triad the nrrr ber
of noruniderit persons employed under this subparagraph t
c ahs0 nit exceed 20 percent d the lotat rxxnber d wrpktyees
employed by fie cortracdot on the contract work except as
prwkfed in ebparagraph 4 below
2. The contractor shat place a job order with the State
Employ"wrt Service km:kmWhg (a) the dons of the laborers,
medhorics and clher errpbyses required to perbmr the contract
work (b) the number d employees required In each classtkation.
(c) the dmis on which he estimate. such arrpioyees will be required.
and (d) any other pertinent information required by !te State
Enploym rd Senrka to oonYk4-- the pb order form The job order
may be placed YAM the State Empiloy"" Sorvne in wt" or by
/eiaphona. If during the course of Be contract work, the idornalion
submWed by the contractor in the original job order is sibstardiafly
rttm 'IN 4. he shaft promptly nodty the Stitch Errpkryrnerd Sorwce
3. The contractor shat give " consideration to as
qusYfisd job aI g it L I related to him by unit S W Empkrynwd
Servitor The oontracior is trot required to grant ertpbyrttent to
onY )ob apfhkm is + rho. In he opirim are not qualKwd to
perfomh ttw classification of work required
/. It, %thin 1 wMk folloNArtg On placing of a job order
by the contUCIor with the 91110 Esnploy"Unt Serv+co. the Stain
Empbytnent Service a urtabie b Plot arty qualHed job
appNmrds b VW contactor, or loos then to nurrnber requesti►d.
fine 8bts Ertployrnera Service wA forward a ombficwie to the
cortltaclor Wook q the unavaYWrty of applicant—s Such
r Or - dill be made a pan of the oontradw's Pemwrert
proud ntoorde. Upon race" of tutus calffl al r. to oordmcbr
may erpioy persona who do rot nomtady reside in the Iabor
area b ■ posidorrs covered by the cedifiOsta, nolwl;hsfwx*V
the provisions of subparagraph 1 c above.
S. The contractor shell i ckrdo the provisions of Sectors
1 t tough s of this Attachment A in every subcontract for work
Moth is, or reasonably miry be, done as on -she work_
Page t t
1 AMENDMENT
2 REQUIRED CONTRACT PROVISIONS
3 FEDERAL -AID CONSTRUCTION CONTRACTS
4 (Exclusive of Appalachian Contracts)
5 Under Section IL Paragraph 8b is rtviscd as Mows:
6 The reference to 49 CF:R 23 is revised to read 49 CF R 26,
7 Under Section n . Paragraph 8b is supplemen►od with the following:
8 The contractor. subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex
9 in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in
10 the award and adminisiratioc of USDOT- assisted contracts_ Failure by the contractor to carry out these requirements
11 is a material breach of this contract which may result in the termination of this contract w such other remelt!` as
12 the recipient deems appropriate.
13 Under Section 11. in accordance with standard specification 1- 08.1(A) and applicable RCWs a new pmugrvh 8d is
14 added as f'ollow3:
15 The contractor or subcontractor agrees to pay each subwntratxor under this prime contract for satisfactory
16 performance of its contract and/or agreement no later than tea (10) days from the roccipt of each payment the prime
17 contractor receives from WSDOT or its subrecipienis. The prime oon"ctor agroes further to return retainage
18 payments to each subcontractor within ten (10) days a$er the subcontractor's work is satisfactorily completed. Any
19 delay or postponement of pa%mrent front the above referenced time frame may occur only for good cause following
20 written approval of the WSDOT. This clause covers both DBE and non-DBE contractors.
21
22 Under Section IV, Paragraph 2b(4) is deleted.
23
24 Under Section IV, Paragraph 4, "and helpers" rs deleted from the title.
25
26 Under Section IV, Paragraph 4a(i ), add
27
28 The provisions in tNs section allow l aprrentioes to work at less than the predetermined rate when they are
29 registered in a bona fide apprenticeship prtxjram registered with the U.S_ Department of Labor, Employment
30 and Training Administration. or with the Bureau of Apprenticeship and Training, does not preclude a
31 requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State
32 Apprenticeship Agency, recognized by tt-ie Bureau, has not approved, or withdraws approval, of an
33 apprenticeship program.
34
35 Under Section IV. Paragraph 4c is deleted.
36
37 Under Section IV, Paragraph 6 is revised by deleting 'Helpers' and 'Helper".
38
39 Under Section IV, Paragraph 7 is revised by deleting "helpers"
40
41 Under Secbon V, Paragraph 2a is revised by deleting 'helpers ",
42
43 Under Section V, Paragraph 2d(2) is revised by deleting 'helper".
44
45 Anxndment to Forth FHWA 1273
46 Revised December 2. 2002
•
,
i
.- APPENDIX
ltle I of the Civil lights Act of 9 Clause
Section 10 of the H_ Dosing and o`mmunit , *.Develvpaient Apt of :1974 clause
-
_
- ccess'to Records laue
;`
a
Star d rd ed r l anstruc ti ; oi .contract pec'ificatrons
_
Certification oFori- erated'- Facilities
L
a
F'ederaILabor tan dardsTr0isions
Z
,
r
,
3 S
. - - F
-0 - 1 l .7 I-
•
r v _
. i
Compliance With Federal Regulations (additional clauses)
The Subrecipient and all its consultants, contractors, and subcontractors shall comply
with the following State and Federal laws, regulations and County policies as they
pertain to project compliance and shall include notification and/or documentation as
required by the County: (Said laws and regulations are incorporated herein and made a
part hereof by reference.)
Civil Rights, Equal Opportunity and Affirmation Action
Title VI of the Civil Rights Act of 1964 (P.L. 88 -352) and Section 109 of the
Housing and Community Development Act of 1974 as amended relating to
nondiscrimination in performance of this project and to the benefits deriving from
it, and regulations issued pursuant thereto (24 CFR Parts 1 and 570 and RCW
49.60).
Section 504 of the Rehabilitation Act of 1973 (P.L. 93 -112) as amended, dealing
with employment of handicapped persons and program benefits to handicapped
persons and regulations issued pursuant thereto, and accessibility for
handicapped persons (RCW 1927 and RCW 70.92).
The Age Discrimination Act of 1975, as amended (P.L. 94 -135), and regulations
issued pursuant thereto.
- Section 402 of the Vietnam Era Veteran's Readjustment Assistance Act of 1974,
dealing with employment of Veteran's, Disabled Veterans and Veterans of the
Vietnam Era and regulations issued pursuant thereto.
Section 3 of the Housing and Community Development Act of 1974 as amended,
and regulations issued pursuant there to (24 CFR Part 135), dealing with
employment of County low income residents as employees and use of County
businesses as contractors, subcontractors, and suppliers.
Executive Order 11246 dealing with nondiscrimination in employment as a result
of Federally assisted construction contracts as amended by Executive Orders
11375 and 12086, and regulation issued pursuant thereto (41 CFR Chapter 60).
Access to Records Clause
The Owner, the Spokane County Housing and Community Development
Department, andlor other authorized representatives of the state and federal
governments shall have access to any books, documents, papers, and records of
i the Contractor or Subcontractor which are directly pertinent to the contract for the
purposes of making audits, examinations, excerpts, and transcriptions.
Standard Federal Equal Employment Opportunity
Construction Contract Specifications
(Executive Order 11246)
1. As used in these specifications:
a. "Covered area" means the geographical area described in the solicitation from which this
contract resulted;
b. "Director" means Director, Office of Federal Contract Compliance Programs, United States
Department of Labor, or any person to whom the Director delegates authority;
c. `Employer identification number" means the Federal Social Security number used on the
Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d. "Minority" includes:
C) Black (all persons having origins in any of the Black African racial groups not of
Hispanic origin);
(i1) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or
other Spanish Culture or origin, regardless of race);
(1i) Asian and Pacific Islander (all persons having origins in any of the original peoples of
the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
(iv) American Indian or Alaskan Native (all persons having origins in any of the original
peoples of North America and maintaining identifiable tribal affiliations through
membership and participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving
any construction trade, it shall physically include in each subcontract in excess of $10,000 the
provisions of these specifications and the Notice which contains the applicable goals for minority and
female participation and which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan approved by the U.S.
Department of Labor in the covered area either individually or through an association, its affirmative
action obligations on all work in the Plan area (including goals and timetables) shall be in accordance
with that Plan for those trades which have unions participating in the Plan. Contractors must be able to
demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each
Contractor or Subcontractor participating in an approved Plan is individually required to comply with its
obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan
in each trade in which it has employees. The overall good faith performance by other Contractors or
Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or
Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables.
The Contractor shall implement the specific affirmative action" standards provided in paragraphs 7 a !
through p of these specifications. The goals set forth in the solicitation from which this contract resulted
are expressed as percentages of the total hours of employment and training of minority and female
utilization the Contractor should reasonably be able to achieve in each construction trade in which it has
employees in the covered area. Covered Construction contractors performing construction work in
geographical areas where they do not have a Federal or federally assisted construction contract shall
apply the minority and female goals established for the geographical area where the work is being
performed. Goals are published periodically in the Federal Register in notice form, and such notices
may be obtained from any Office of Federal Contract Compliance Programs office or from Federal
procurement contracting officers. The Contractor is expected to make substantially uniform progress in
meeting its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the
Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the
Con'tractor's obligations under these specifications, Executive Order 11246, or the regulations
promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the
goals, such apprentices and trainees must be employed by the Contractor during the training period,
and the Contractor must have made a commitment to employ the apprentices and trainees at the
completion of their training, subject to the availability of employment opportunities. Trainees must be
trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The
evaluation of the Contractor's compliance with these specifications shall be based upon its effort to
achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall
implement affirmative action steps at least as extensive as the following-
a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all
sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor,
where possible, will assign two or more women to each construction project. The Contractor shall
specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are
aware of and carry out the Contractor's obligation to maintain such a working environment, with
specific attention to minority or female individuals working at such sites or in such facilities.
I c
b. Establish and maintain a current list of minority and female recruitment sources, provide written
notification to minority and female recruitment sources and to community organizations when the
Contractor or its unions have employment opportunities available, and maintain a record of the
organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers of each minority and
female off -the -street applicant and minority or female referral from a union, a recruitment source or
community organization and of what action was taken with respect to each such individual. If such
individual was sent to the union hiring all for referral and was not referred back to the Contractor
by the union or, if referred, not employed by the Contractor, this shall be documented in the file with
the reason therefore, along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or unions with which the
Contractor has a collective bargaining agreement has not referred to the Contractor a minority
person or woman sent by the Contractor, or when the Contractor has other information that the
union referral process has impeded the Contractors efforts to meet its obligations.
e. Develop on- the -job training opportunities and/or participate in training programs for the area, which
expressly include minorities and women, including upgrading programs, and apprenticeship and
trainee programs relevant to the Contractor's employment needs, especially those programs
funded or approved by the Department of Labor. The Contractor shall provide notice of these
programs to the sources compiled under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training
programs and requesting their cooperation in assisting the Contractor in meeting its EEO
obligations; by including it in any policy manual and collective bargaining agreement; by publicizing
it in the company newspaper, annual report, etc.; by specific review of the policy with all
1 management personnel and with all minority and female employees at least once a year and by
posting the company EEO policy on bulletin boards accessible to all employees at each location
where construction work is performed. _
Review, at least annually, the company's EEO policy and affirmative action obligations under these
specifications with all employees having any responsibility for hiring, assignment, layoff, termination
or other employment decisions including specific review of these items with onsite supervisory
personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction
work at any job site. A written record shall be made and maintained identifying the time and place
of these meetings, persons attending, subject matter discussed, and disposition of the subject
matter.
r h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news
- media, specifically including minority and female news media, and providing written notification to
and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom
the Contractor does or anticipates doing business.
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Direct its recruitment efforts, both oral and written, to minority, female and community
organizations, to schools with minority and female students and to minority and female recruitment
and training organizations serving the Contractor's recruitment area and employment needs.' Not
later than one month prior to the date for the acceptance of applications for apprenticeship or other
training by any recruitment source, the Contractor shall send written notification to organizations
such as the above, describing the openings, screening procedures, and tests to be used in the
selection process.
j. Encourage present minority and female employees to recruit other minority persons and women
and, where reasonable, provide after school, summer and vacation employment to minority and
female youth both on the site and in other areas of a Contractor's work force.
k. Validate all tests and other selection requirements where there is an obligation to do so under 41
CFR Part 60-3.
I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel
for promotional opportunities and encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work assignments and other personnel
practices, do not have a discriminatory effect by continually monitoring all personnel and
employment related activities to ensure that the EEO policy and the Contractor's obligations under
these specifications are being carried out.
n. Ensure that all facilities and company activities are non - segregated except that separate or single -
user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from minority and
female construction contractors and suppliers, including circulation of solicitations to minority and
female contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the
Contractor's EEO policies and affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more
of their affinitive action obligations (7a through p). The efforts of a contractor association, joint
contractor - union, oontractor- community, or other similar group of which the contractor is a member and
participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these
Specifications provided that the contractor actively participates in the group, makes every effort to -'
assure that the group has a positive impact on the employment of minorities and women in the industry,
ensures that the concrete benefits of the program are reflected in the Contractor's minority and female
workforce participation, makes a good faith effort to meet its individual goals and timetables, and can
provide access to documentation which demonstrates the effectiveness of actions taken on behalf of
the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to
fulfill an obligation shall not be a defense for the Contractors noncompliance. ;
9. A single goal for minorities and a separate single goal for women have been established. The
Contractor, however, is required to provide equal employment opportunity and to take affirmative action
for all minority groups, both male and female, and all women, both minority and non - minority.
Consequently, the Contractor may be in violation of the Executive Order if a particular group is
employed in a substantially disparate manner (for example, even though the Contractor has achieved
its goals for women generally, the Contractor may be in violation of the Executive Order if a specific
minority group of women is underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate
against any person because of race, color, religion, sex, or national origin.
11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government
contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of
the Equal Opportunity Clause, including suspension, termination and cancellation of existing
subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its
implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who
fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive
Order 11246, as amended.
f 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative
action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications,
so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the
Contractor fails to comply with the requirements of the Executive Order, the implementing regulations,
or these specifications, the Director shall proceed in accordance with 41 CFR 60•4.8.
14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure
that the company EEO policy is being tamed out, to submit reports relating to the provisions hereof as
may be required by the Government and to keep records. Records shall at least include for each
-' employee the name, address, telephone numbers, construction trade, union affiliation if any, employee
identification number when assigned, social security number, race, sex, status (e.g.. mechanic,
y �! apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the
l indicated trade, rate of pay, and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form: however, to the degree that existing
records satisfy this requirement, contractors shall not be required to maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the application of other laws, which
establish different standards of compliance or upon the application of requirements for the hiring of local
_ or other area residents (e.g., those under the Public Works Employment Act of 1977 and the
? Community Development Block Grant Program).
1!
http:// www. dol.gov /dol /allcfr /ESA/Title_41 /Part_60 -4141 CFR60- 4.3.htm
�S
Executive Order 11246, As Amended
Executive Order 11246 - Equal Employment Opportunity
SOURCE: The provisions of Executive Order 11246 of Sept. 24, 1965, appear at 30 FR 12319, 12935, 3
CFR, 1964 -1965 Comp., p.339, unless otherwise noted.
Under and by virtue of the authority vested in me as President of the United States by the Constitution
and statutes of the United States, it is ordered as follows:
Part I - Nondiscrimination in Government Employment
(Part I superseded by EO 11478 of Aug. 8, 1969, 34 FR 12985, 3 CFR, 1966 -1970 Comp., p. 803]
Part II - Nondiscrimination in Employment by Government Contractors and Subcontractors
Subpart A - Duties of the Secretary of Labor
SEC. 201.The Secretary of Labor shall be responsible for the administration and enforcement of Parts II and III of this
Order. The Secretary shall adopt such rules and regulations and issue such orders as are deemed necessary and
appropriate to achieve the purposes of Parts II and III of this Order.
[Sec. 201 amended by EO 12086 of Oct 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230]
Subpart B - Contractors' Agreements
SEC. 202. Except in contracts exempted in accordance with Section 204 of this Order, all Government contracting
agencies shall include in every Government contract hereafter entered into the following provisions:
During the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for employment because of race, color,
religion, sex. or national origin. The contractor will take affirmative action to ensure that applicants are employed, and
that employees are treated during employment, without regard to their race, color, religion, sex or national origin.
Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer,
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided by the contracting officer setting forth the
provisions of this nondiscrimination clause.
(2) The contractor will, in all solicitations or advancements for employees placed by or on behalf of the contractor,
state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex
or national origin.
(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining
agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the
labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. -
11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and
applicants for employment.
(4) The contractor will comply with all provisions of Executive Order No. 11246 of Sept. 24, 1965, and of the rules,
regulations, and relevant orders of the Secretary of Labor.
(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24,
1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access
1
i
to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of
investigation to ascertain compliance with such rules, regulations, and orders.
(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of
such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and
the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized
in Executive Order No. 11246 of Sept. 24, 1965, and such other sanctions may be imposed and remedies invoked as
provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of
Labor, or as otherwise provided by law.
r
(7) The contractor will include the provisions of paragraphs (1) through (7) in every subcontract or purchase order
unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of
Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor
or vendor. The contractor win take such action with respect to any subcontract or purchase order as may be directed
by the Secretary of Labor as a means of enforcing such provisions including sanctions for noncompliance: Provided,
however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or
vendor as a result of such direction, the contractor may request the United States to enter into such litigation to
protect the interests of the United States." [Sec. 202 amended by EO 11375 of Oct. 13, 1967, 32 FR 14303, 3 CFR,
1966 -1970 Comp., p. 684, EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp -, p. 230]
SEC. 203. Each contractor having a contract containing the provisions prescribed in Section 202 shall file, and shall
cause each of his subcontractors to file, Compliance Reports with the contracting agency or the Secretary of Labor as
may be directed. Compliance Reports shall be filed within such times and shall contain such information as to the
practices, policies, programs, and employment policies, programs, and employment statistics of the contractor and
each subcontractor, and shall be in such form, as the Secretary of Labor may prescribe.
S b Bidders or prospective contractors or subcontractors may be required to state +whether they have participated in
any previous contract subject to the provisions of this Order, or any preceding similar Executive order, and in that
event to submit, on behalf of themselves and their proposed subcontractors, Compliance Reports prior to or as an
finitial part of their bid or negotiation of a contract.
(c) Whenever the contractor or subcontractor has a collective bargaining agreement or other contract or
understanding with a labor union or an agency referring workers or providing or supervising apprenticeship or training
for such workers, the Compliance Report shall include such information as to such labor union's or agencyrs practices
and policies affecting compliance as the Secretary of Labor may prescribe: Provided, That to the extent such
information is within the exclusive possession of a labor union or an agency referring workers or providing or
1 supervising apprenticeship or training and such labor union or agency shall refuse to furnish such information to the
contractor, the contractor shall so cerfify to the Secretary of Labor as part of its Compliance Report and shall set forth
what efforts he has made to obtain such information.
(d) The Secretary of Labor may direct that any bidder or prospective contractor or subcontractor shall submit, as part
1 of his Compliance Report, a statement in writing, signed by an authorized officer or agent on behalf of any labor union
or any agency referring workers or providing or supervising apprenticeship or other training, with which the bidder or
-.� prospective contractor deals, with supporting information, to the effect that the signer's practices and policies do not
discriminate on the grounds of race, color, religion, sex or national origin, and that the signer either will affirmatively
cooperate in the implementation of the policy and provisions of this Order or that it consents and agrees that
recruitment, employment, and the terms and conditions of employment under the proposed contract shall be in
accordance with the purposes and provisions of the order- In the event that the union, or the agency shall refuse to
execute such a statement, the Compliance Report shall so certify and set forth what efforts have been made to
secure such a statement and such additional factual material as the Secretary of Labor may require.
(Sec. 203 amended by EO 11375 of Oct 13, 1967, 32 FR 14303, 3 CFR, 1966 -1970 Comp., p. 684: EO 12086 of Oct. 5, 1978, 43
FR 46501, 3 CFR, 1978 Comp., p. 230)
SEC. 204 (a) The Secretary of Labor may, when the Secretary deems that special circumstances in the national
interest so require, exempt a contracting agency from the requirement of including any or all of the provisions of
Section 202 of this Order in any specific contract, subcontract, or purchase order.
(b) The Secretary of Labor may, by rule or regulation, exempt certain classes of contracts, subcontracts, or purchase
orders (1) whenever work is to be or has been performed outside the United States and no recruitment of workers
within the limits of the United States is involved; (2) for standard commercial supplies or raw materials; (3) involving - -
less than specified amounts of money or specified numbers of workers; or (4) to the extent that they involve
subcontracts below a specified tier.
(c) Section 202 of this Order shall not apply to a Government contractor or subcontractor that is a religious
corporation, association, educational institution, or society, with respect to the employment of individuals of a _
particular religion to perform work connected with the carrying on by such corporation, association, educational
institution, or society of its activities. Such contractors and subcontractors are not exempted or excused from
complying with the other requirements contained in this Order.
(d) The Secretary of Labor may also provide, by rule, regulation, or order, for the exemption of facilities of a
contractor that are in all respects separate and distinct from activities of the contractor related to the performance of
the contract: provided, that such an exemption will not interfere with or impede the effectuation of the purposes of this
Order and provided further, that in the absence of such an exemption all facilities shall be covered by the provisions
of this Order."
[Sec. 204 amended by EO 13279 of Dec. 16, 2002, 67 FR 77141, 3 CFR, 2002 Comp., p. 77141 - 77144]
Subpart C - Powers and Duties of the Secretary of Labor and the Contracting Agencies
SEC. 205. The Secretary of Labor shall be responsible for securing compliance by all Government contractors and
subcontractors with this Order and any implementing rules or regulations. All contracting agencies shall comply with
the terms of this Order and any implementing rules, regulations, or orders of the Secretary of Labor. Contracting
agencies shall cooperate with the Secretary of Labor and shall furnish such information and assistance as the
Secretary may require.
[Sec. 205 amended by EO 12086 of OcL 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230]
SEC. 206. The Secretary of Labor may investigate the employment practices of any Government contractor or
subcontractor to determine whether or not the contractual provisions specified in Section 202 of this Order have been
violated. Such investigation shall be conducted in accordance with the procedures established by the Secretary of
Labor. -
(b) The Secretary of Labor may receive and investigate complaints by employees or prospective employees of a
Government contractor or subcontractor, which allege discrimination contrary to the contractual provisions specified
in Section 202 of this Order.
(Sec. 206 amended by EO 12086 of Oct 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 2301
SEC. 207. The Secretary of Labor shall use his/her best efforts, directly and through interested Federal, State, and
local agencies, contractors, and all other available instrumentalities to cause any labor union engaged in work under
Government contracts or any agency referring workers or providing or supervising apprenticeship or training for or in
the course of such work to cooperate in the implementation of the purposes of this Order. The Secretary of Labor
shall, in appropriate cases, notify the Equal Employment Opportunity Commission, the Department of Justice, or
other appropriate Federal agencies whenever it has reason to believe that the practices of any such labor
organization or agency violate Title VI or Title VII of the Civil Rights Act of 1964 or other provision of Federal law.
[Sec. 207 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230]
SEC. 208. The Secretary of Labor, or any agency, officer, or employee in the executive branch of the Government
designated by rule, regulation, or order of the Secretary, may hold such hearings, public or private, as the Secretary
may deem advisable for compliance, enforcement, or educational purposes.
(b) The Secretary of Labor may hold, or cause to be held, hearings in accordance with Subsection of this Section
prior to imposing, ordering, or recommending the imposition of penalties and sanctions under this Order. No order for
debarment of any contractor from further Government contracts under Section 209(6) shall be made without affording
the contractor an opportunity for a hearing.
l�
r-'
Subpart D - Sanctions and Penalties
S ? SEC. 209. In accordance with such rules, regulations, or orders as the Secretary of Labor may issue or adopt, the
Secretary may:
-� (1) Publish, or cause to be published, the names of contractors or unions which R has concluded have complied or
have failed to comply with the provisions of this Order or of the rules, regulations, and orders of the* Secretary of
w Labor.
(2) Recommend to the Department of Justice that, in cases in which there is substantial or material violation or the
threat of substantial or material violation of the contractual provisions set forth in Section 202 of this Order,
appropriate proceedings be brought to enforce those provisions, including the enjoining, within the limitations of
applicable law, of organizations, individuals, or groups who prevent directly or indirectly, or seek to prevent directly or
indirectly, compliance with the provisions of this Order.
(3) Recommend to the Equal Employment Opportunity Commission or the Department of Justice that appropriate
proceedings be instituted under Title VII of the Civil Rights Act of 1964.
J (4) Recommend to the Department of Justice that criminal proceedings be brought for the furnishing of false
information to any contacting agency or to the Secretary of Labor as the case may be.
(5) After consulting with the contracting agency, direct the contracting agency to cancel, terminate, suspend, or cause
to be cancelled, terminated, or suspended, any contract, or any portion or portions thereof, for failure of the contractor
or subcontractor to comply with equal employment opportunity provisions of the contract" Contracts may be
I cancelled, terminated, or suspended absolutely or continuance of contracts may be conditioned upon a program for
y future compliance approved by the Secretary of Labor.
(� (6) Provide that any contracting agency shall refrain from entering into further contracts, or extensions or other
U modifications of existing contracts, with any non - complying contractor, until such contractor has satisfied the
Secretary of Labor that such contractor has established and will carry out personnel and employment policies in
compliance with the provisions of this Order.
, (b) Pursuant to rules and regulations prescribed by the Secretary of Labor, the Secretary shall make reasonable
efforts, within a reasonable time limitation, to secure compliance with the contract provisions of this Order by methods
of conference, conciliation, mediation, and persuasion before proceedings shall be instituted under subsection (a)(2)
of this Section, or before a contract shall be cancelled or terminated in whole or in part under subsection (a)(5) of this
Section.
[Sec. 209 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Camp., p. 230)
SEC. 210. Whenever the Secretary of Labor makes a determination under Section 209, the Secretary shall promptly
notify the appropriate agency. The agency shall take the action directed by the Secretary and shall report the results
of the action it has taken to the Secretary of Labor within such time as the Secretary shall specify. If the contracting
agency fails to take the action directed within thirty days, the Secretary may take the action directly.
[Sec. 210 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp-, p 2301
SEC. 211. If the Secretary shall so direct, contracting agencies shall not enter into contracts with any bidder or
prospective contractor unless the bidder or prospective contractor has satisfactorily complied with the provisions of
this Order or submits a program for compliance acceptable to the Secretary of Labor.
[Sec. 211 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230]
i SEC. 212. When a contract has been cancelled or terminated under Section 209(a)(5) or a contractor has been
debarred from further Government contracts under Section 209(a)(6) of this Order, because of noncompliance with
the contract provisions specified in Section 202 of this Order, the Secretary of Labor shall promptly notify the
Comptroller General of the United States.
[Sec. 212 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230) -
Subpart E - Certificates of Merit
SEC. 213. The Secretary of tabor may provide for issuance of a United States Govemment Certificate of Merit to
employers or labor unions, or other agencies which are or may hereafter be engaged in work under Govemment
contracts, if the Secretary is satisfied that the personnel and employment practices of the employer, or that the
personnel, training, apprenticeship, membership, grievance and representation, upgrading, and other practices and
policies of the labor union or other agency conform to the purposes and provisions of this Order_
SEC. 214. Any Certificate of Merit may at any time be suspended or revoked by the Secretary of Labor if the holder
thereof, in the judgment of the Secretary, has failed to comply with the provisions of this Order.
SEC. 215. The Secretary of Labor may provide for the exemption of any employer, labor union, or other agency from
any reporting requirements imposed under or pursuant to this Order if such employer, labor union, or other agency
has been awarded a Certificate of Merit, which has not been suspended or revoked.
Part III - Nondiscrimination Provisions in Federally Assisted Construction Contracts
SEC. 301. Each executive department and agency, which administers a program involving Federal financial
assistance shall require as a condition for the approval of any grant, contract, loan, insurance, or guarantee
thereunder, which may involve a construction contract, that the applicant for Federal assistance undertake and agree
to incorporate, or cause to be incorporated, into all construction contracts paid for in whole or in part with funds
obtained from the Federal Government or borrowed on the credit of the Federal Government pursuant to such grant,
contract, loan, insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant,
contract, loan, insurance, or guarantee, the provisions prescribed for Govemment contracts by Section 202 of this t
Order or such modification thereof, preserving in substance the contractor's obligations thereunder, as may be
approved by the Secretary of Labor, together with such additional provisions as the Secretary deems appropriate to -
establish and protect the interest of the United States in the enforcement of those obligations. Each such applicant
shall also undertake and agree (1) to assist and cooperate actively with the Secretary of Labor in obtaining the
compliance of contractors and subcontractors with those contract provisions and with the rules, regulations and
relevant orders of the Secretary, (2) to obtain and to fumish to the Secretary of Labor such information as the
Secretary may require for the supervision of such compliance, (3) to carry out sanctions and penalties for violation of '
such obligations imposed upon contractors and subcontractors by the Secretary of Labor pursuant to Part II, Subpart
D, of this Order, and (4) to refrain from entering into any contract subject to this Order, or extension or other
modification of such a contract with a contractor debarred from Government contracts under Part II, Subpart D, of this
Order.
[Sec_ 301 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 GFR, 1978 Comp., p. 230]
SEC. 302 "Construction contract" as used in this Order means any contract for the construction, rehabilitation,
alteration, conversion, extension, or repair of buildings, highways, or other improvements to real property.
(b) The provisions of Part II of this Order shall apply to such construction contracts, and for purposes of such
application the administering department or agency shall be considered the contracting agency referred to therein.
(c) The term "applicant" as used in this Order means an applicant for Federal assistance or, as determined by agency
regulation, other program participant, with respect to whom an application for any grant, contract, loan, insurance, or
guarantee is not finally acted upon prior to the effective date of this Part, and it includes such an applicant after
he/she becomes a recipient of such Federal assistance.
SEC. 303. The Secretary of Labor shall be responsible for obtaining the compliance of such applicants with their
undertakings under this Order. Each administering department and agency is directed to cooperate with the
Secretary of Labor and to famish the Secretary such information and assistance as the Secretary may require in the
performance of the Secretarys functions under this Order.
(b) In the event an applicant fails and refuses to comply with the applicant's undertakings pursuant to this Order, the
Secretary of Labor may, after consulting with the administering department or agency, take any or all of the following
actions: (1) direct any administering department or agency to cancel, terminate, or suspend in whole or in part the
JJl � agreement, contrail or other arrangement with such applicant with respect to which the failure or refusal occurred; (2)
direct any administering department or agency to refrain from extending any further assistance to the applicant under
-i the program with respect to which the failure or refusal occurred until satisfactory assurance of future compliance has
been received by the Secretary of Labor from such applicant, and (3) refer the case to the Department of Justice or
the Equal Employment Opportunity Commission for appropriate law enforcement or other proceedings_
s (c) In no case shall action be taken with respect to an applicant pursuant to clause (1) or (2) of subsection (b) without
notice and opportunity for hearing.
[Sec. 303 amended by EO 12086 of Oct 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230]
SEC. 304. Any executive department or agency which imposes by rule, regulation, or order requirements of
nondiscrimination in employment, other than requirements imposed pursuant to this Order, may delegate to the
Secretary of Labor by agreement such responsibilities with respect to compliance standards, reports, and procedures
as would tend to bring the administration of such requirements into conformity with the administration of requirements
imposed under this Order, Provided, That actions to effect compliance by recipients of Federal financial assistance
with requirements imposed pursuant to Title VI of the Civil Rights Act of 1964 shall be taken in conformity with the
procedures and limitations prescribed in Section 602 thereof and the regulations of the administering department or
agency issued thereunder.
Part IV - Miscellaneous
SEC. 401. The Secretary of Labor may delegate to any officer, agency, or employee in the Executive branch of the
Govemment, any function or duty of the Secretary under Parts II and III of this Order.
[Sec. 401 amended by EO 12085 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 2301
SEC, 402, The Secretary of Labor shall provide administrative support for the execution of the program known as the
"Plans for Progress."
SEC. 403. Executive Orders Nos. 10590 (January 19, 1955), 10722 (August 5, 1957), 10925 (March 6, 1961), 11114
(June 22, 1963), and 11162 (July 28, 1964), are hereby superseded and the President's Committee on Equal
Employment Opportunity established by Executive Order No. 10925 is hereby abolished. All records and property in
the custody of the Committee shall be transferred to the Office of Personnel Management and the Secretary of Labor,
as appropriate.
r�
(b) Nothing in this Order shall be deemed to relieve any person of any obligation assumed or imposed under or
pursuant to any Executive Order superseded by this Order. All rules, regulations, orders, instructions, designations,
and other directives issued by the President's Committee on Equal Employment Opportunity and those issued by the
heads of various departments or agencies under or pursuant to any of the Executive orders superseded by this
i Order, shall, to the extent that they are not inconsistent with this Order, remain in full force and effect unless and until
revoked or superseded by appropriate authority. References in such directives to provisions of the superseded orders
shall be deemed to be references to the comparable provisions of this Order,
[Sec. 403 amended by EO 12107 of Dec. 28, 1978, 44 FR 1055. 3 CFR, 1978 Camp_, p, 2641
SEC. 404. The General Services Administration shall take appropriate action to revise the standard Government
contract forms to accord with the provisions of this Order and of the rules and regulations of the Secretary of Labor.
SEC. 405. This Order shall become effective thirty days after the date of this Order.
httpJ/www.dol.govtesalregststatLrtesdofocpleoI 1246.htin
Federal Labor Standards Provisions
Applicability
The Project or Program to which the construction work covered
by this contract pertains is being assisted by the United States of
America and the following Federal Labor Standards Provisions
are included in this Contract pursuant to the provisions applicable
to such Federal assistance.
A. 1. (1) Minimum Wages. All laborers and mechanics em-
ployed or working upon the site of the work will be paid uncondi-
tionally and not less often than once a week, and without subse-
quent deduction or rebate on any account (except such payroll
deductions as are permitted by regulations issued by the Secre-
tary of Labor under the Copeland Act (29 CFR Part 3), the full
amount of wages and bona fide fringe benefits (or cash equiva-
lents thereof) due at time of payment computed at rates not less
than those contained in the wage determination of the Secretary
of Labor which is attached hereto and made a part hereof, re-
gardless of any contractual relationship which may be alleged to
exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide
fringe benefits under Section I(b)(2) of the Davis -Bacon Act on
behalf of laborers or mechanics are considered wages paid to
such laborers or mechanics, subject to the provisions of 29 CFR
5.5(a)(1)(fv); also, regular contributions made or costs incurred
for more than a weekly period (but not less often than quarterly)
under plans, funds, or programs, which cover the particular weekly
period, are deemed to be constructively made or incurred during
such weekly period.
Such laborers and mechanics shall be paid the appropriate wage
rate and fringe benefits on the wage determination for the classi-
fication of work actually performed, without regard to skill, except
as provided in 29 CFR 5.5(x)(4). Laborers or mechanics per-
forming work in more than one classification may be compensated
at the rate specified for each classification for the time actually
worked therein: Provided, That the employer's payroll records
accurately set forth the time spent in each classification in which
work is performed. The wage determination (including any addi-
tional classification and wage rates conformed under 29 CFR
5.5(a)(1)(ii) and the Davis -Bacon poster (WH -1321) shall be posted
at all times by the contractor and its subcontractors at the site of
the work in a prominent and accessible, place where it can be
easily seen by the workers.
(il) (a) Any class of laborers or mechanics which is not listed in
the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage deter-
mination. HUD shall approve an additional classification and wage
rate and fringe benefits therefor only when the following criteria
have been met:
(1) The work to be performed by the classification requested is
not performed by a classification in the wage determination; and
(2) The classification is utilized in the area by the construction
industry; and
(3) The proposed wage rate, including any bona fide fringe ben-
efits, bears a reasonable relationship to the wage rates contained
in the wage determination.
(b) if the contractor and the laborers and mechanics to be em-
ployed in the classification (if known), or their representatives,
and HUD or its designee agree on the classification and wage
rate (including the amount designated for fringe benefits where
U.S. Department of Housing
and Urban Development
Office of Labor Relations
appropriate), a report of the action taken shall be sent by HUD or
its designee to the Administrator of the Wage and Hour Division,
Employment Standards Administration, U.S. Department of La-
bor, Washington, D.C. 20210. The Administrator, or an authorized
representative, will approve, modify, or disapprove every additional
classification action within 30 days of receipt and so advise HUD
or its designee or will notify HUD or its designee within the 30-day
period that additional time is necessary. (Approved by the Office
of Management and Budget under OMB control number 1215-
0140.)
(c) In the event the contractor, the laborers or mechanics to be
employed in the classification or their representatives, and HUD
or its designee do not agree on the proposed classification and
wage rate (including the amount designated for fringe benefits,
where appropriate), HUD or its designee shall refer the questions,
including the views of all interested parties and the recommenda-
tion of HUD or its designee, to the Administrator for determina-
tion. The Administrator, or an authorized representative, will is-
sue a determination within 30 days of receipt and so advise HUD
or its designee or will notify HUD or its designee within the 30-day
period that additional time is necessary. (Approved by the Office
of Management and Budget under OMB Control Number 1215-
0140.)
(d) The wage rate (including fringe benefits where appropriate)
determined pursuant to subparagraphs (1)(ii)(b) or (c) of this para-
graph, shall be paid to all workers performing work in the classifi-
cation under this contract from the first day on which work is per-
formed in the classification.
(iii) Whenever the minimum wage rate prescribed in the contract
for a class of laborers or mechanics includes a fringe benefit which
is not expressed as an hourly rate, the contractor shall either pay
the benefit as stated in the wage determination or shall pay an-
other bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or
other third person, the contractor may consider as part of the
wages of any laborer or mechanic the amount of any costs rea-
sonably anticipated in providing bona fide fringe benefits under a
plan or program, Provided, That the Secretary of Labor has found,
upon the written request of the contractor, that the applicable stan-
dards of the Davis -Bacon Act have been met. The Secretary of
Labor may require the contractor to set aside in a separate ac-
count assets for the meeting of obligations under the plan or pro-
gram. (Approved by the Office of Management and Budget under
OMB Control Number 1215- 0140.)
2. Withholding. HUD or its designee shall upon its own action or
upon written request of an authorized representative of the De-
partment of Labor withhold or cause to be withheld from the con-
tractor under this contract or any other Federal contract with the
same prime contractor, or any other Federally - assisted contract
subject to Davis -Bacon prevailing wage requirements, which is
held by the same prime contractor so much of the accrued pay-
ments or advances as may be considered necessary to pay la-
borers and mechanics, including apprentices, trainees and help-
ers, employed by the contractor or any subcontractor the full
amount of wages required by the contract. In the event of failure
to pay any laborer or mechanic, including any apprentice, trainee
or helper, employed or working on the site of the work. all or part
Corm HUD-4010 (0712003)
ref. Handbook 1344.1
Previous edition is obsolete Page 1 of 4
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i
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0
of the wages required by the contract, HUD or its designee may.
after written notice to the contractor, sponsor, applicant, or owner,
take such action as may be necessary to cause the suspension
of any further payment, advance, or guarantee of funds until such
violations have ceased. HUD or its designee may, after written
notice to the contractor, disburse such amounts withheld for and
on account of the contractor or subcontractor to the respective
employees to whom they are due. The Comptroller General shall
make such disbursements in the case of direct Davis -Bacon Act
contracts.
3. (f) Payrolls and basic records. Payrolls and basic records
relating thereto shall be maintained by the contractor during the
course of the work preserved for a period of three years thereaf-
ter for all laborers and mechanics working at the site of the work.
Such records shall contain the name, address, and social secu-
rity number of each such worker, his or her correct classification,
hourly rates of wages paid (including rates of contributions or costs
anticipated for bona ride fringe benefits or cash equivalents thereof
of the types described in Section I(b)(2)(B) of the Davis -bacon
Act), daily and weekly number of hours worked, deductions made
and actual wages paid. Whenever the Secretary of Labor has
found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or
mechanic include the amount of any costs reasonably anticipated
in providing benefits under a plan or program described in Sec-
tion I(b)(2)(B) of the Davis -Bacon Act, the contractor shall main-
tain records which show that the commitment to provide such
benefits is enforceable, that the plan or program is financially re-
sponsible, and that the plan or program has been communicated
in writing to the laborers or mechanics affected, and records which
show the costs anticipated or the actual cost incurred in providing
such benefits. Contractors employing apprentices or trainees
under approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of trainee
programs, the registration of the apprentices and trainees, and
the ratios and wage rates prescribed in the applicable programs.
(Approved by the Office of Management and Budget under OMB
Control Numbers 1215 -0140 and 1215- 0017.)
(ti) (a) The contractor shall submit weekly for each week in which
any contract work is performed a copy of all payrolls to HUD or its
designee if the agency is a party to the contract, but if the agency
Is not such a party, the contractor will submit the payrolls to the
applicant sponsor, or owner, as the case may be, for transmission
to HUD or its designee. The payrolls submitted shall set out ac-
curately and completely all of the information required to be main-
tained under 29 CFR 5.5(a)(3)(i). This information may be submit-
ted in any form desired. Optional Form WH -347 is available for
this purpose and may be purchased from the Superintendent of
Documents (Federal Stock Number 029 -005- 00014 -1), U.S. Gov-
ernment Printing Office, Washington, DC 20402. The prime con-
tractor is responsible for the submission of copies of payrolls by
all subcontractors. (Approved by the Office of Management and
Budget under OMB Control Number 1215- 0149.)
(b) Each payroll submitted shall be accompanied by a "State-
ment of Compliance," signed by the contractor or subcontractor or
his or her agent who pays or supervises the payment of the per-
sons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information
required to be maintained under 29 CFR 5.5 (a)(3)(i) and that
such information Is correct and complete;
(2) That each laborer or mechanic (including each helper, ap-
prentice, and trainee) employed on the contract during the payroll
period has been paid the full weekly wages earned, without re-
bate, either directly or indirectly, and that no deductions have been
made either directly or indirectly from the full wages earned, other
than permissible deductions as set forth in 29 CFR Part 3;
(3) That each laborer or mechanic has been paid not less than
the applicable wage rates and fringe benefits or cash equivalents
for the classification of work performed, as specified in the appli-
cable wage determination incorporated into the contract.
(c) The weekly submission of a properly executed certification
set forth on the reverse side of Optional Form W'H -347 shall sat-
isfy the requirement for submission of the "Statement of Compli-
ance' required by subparagraph A.3.(ii)(b).
(d) The falsification of any of the above certifications may subject
the contractor or subcontractor to civil or criminal prosecution
under Section 1001 of Title 18 and Section 231 of Title 31 of the
United States Code.
(ill) The contractor or subcontractor shall make the records re-
quired under subparagraph A.3.(i) available for inspection, copy-
ing, or transcription by authorized representatives of HUD or its
designee or the Department of tabor, and shall permit such rep-
resentatives to interview employees during working hours on the
job. If the contractor or subcontractor fails to submit the required
records or to make them available, HUD or its designee may, after
written notice to the contractor, sponsor, applicant or owner, take
such action as may be necessary to cause the suspension of any
further payment, advance, or guarantee of funds. Furthermore,
failure to submit the required records upon request or to make
such records available may be grounds for debarment action pur-
suant to 29 CFR 5.12.
4. Apprentices and Trainees.
(t) Apprentices. Apprentices will be permitted to work at less
than the predetermined rate for the work they performed when
they are employed pursuant to and individually registered in a
bona fide apprenticeship program registered with the U.S. De-
partment of Labor. Employment and Training Administration, Of-
fice of Apprenticeship Training, Employer and Labor Services, or
with a State Apprenticeship Agency recognized by the Office, or if
a person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program,
who is not individually registered in the program, but who has
been certified by the Office of Apprenticeship Training, Employer
and Labor Services or a State Apprenticeship Agency (where
appropriate) to be eligible for. probationary employment as an
apprentice. The allowable ratio of apprentices to journeymen on
the job site in any craft classification shall not be greater than the
ratio permitted to the contractor as to the entire work force under
the registered program. Any worker listed on a payroll at an ap-
prentice wage rate, who is not registered or otherwise employed
as stated above, shall be paid not less than the applicable wage
rate on the wage determination for the classification of work actu-
ally performed. In addition, any apprentice performing work on
the job site in excess of the ratio permitted under the registered
program shall be paid not less than the applicable wage rate on
the wage determination for the work actually performed. Where a
contractor is performing construction on a project in a locality other
than that in which its program is registered, the ratios and wage
rates (expressed in percentages of the journeyman's hourly rate)
specified in the contractor's or subcontractor's registered program
shall be observed. Every apprentice must be paid at not less
than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the
l 1 form HUD -4010 (07Y20o3)
�._
Previous edition is obsolete Page 2 of 4 rot. Handbook 1344.1
journeymen hourly rate specified in the applicable wage determi-
nation. Apprentices shall be paid fringe benefits in accordance
with the provisions of the apprenticeship program. if the appren-
ticeship program does not specify fringe benefits, apprentices must
be paid the full amount of fringe benefits listed on the wage deter-
mination for the applicable classification. If the Administrator de-
termines that a different practice prevails for the applicable ap-
prentice classification, fringes shall be paid in accordance with
that determination. In the event the Office of Apprenticeship Train-
ing, Employer and Labor Services, or a State Apprenticeship
Agency recognized by the Office, withdraws approval of an ap-
prenticeship program, the contractor will no longer be permitted
to utilize apprentices at less than the applicable predetermined
rate for the work performed until an acceptable program is ap-
proved.
(11) Trainees. Except as provided in 29 CFR 5.16, trainees will
not be permitted to work at less than the predetermined rate for
the work performed unless they are employed pursuant to and
individually registered in a program which has received prior ap-
proval, evidenced by formal certification by the U.S. Department
of Labor. Employment and Training Administration. The ratio of
trainees to journeymen on the job site shall not be greater than
permitted under the plan approved by the Employment and Train-
ing Administration. Every trainee must be paid at not less than
the rate specified in the approved program for the trainee's level
of progress, expressed as a percentage of the journeyman hourly
rate specified in the applicable wage determination. Trainees shall
be paid fringe benefits in accordance with the provisions of the
trainee program. If the trainee program does not mention fringe
benefits, trainees shall be paid the full amount of fringe benefits
listed on the wage determination unless the Administrator of the
Wage and Hour Division determines that there is an apprentice-
ship program associated with the corresponding journeyman wage
rate on the wage determination which provides for less than full
fringe benefits for apprentices. Any employee listed on the pay-
roll at a trainee rate who is not registered and participating in a
training plan approved by the Employment and Training Adminis-
tration shall be paid not less than the applicable wage rate on the
wage determination for the work actually performed. In addition,
any trainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not less than
the applicable wage rate on the wage determination for the work
actually performed. In the event the Employment and Training
Administration withdraws approval of a training program, the con-
tractor will no longer be permitted to utilize trainees at less than
the applicable predetermined rate for the work performed until an
acceptable program is approved.
(iii) Equal employment opportunity. The utilization of appren-
tices, trainees and journeymen under 29 CFR Part 5 shall be in
conformity with the equal employment opportunity requirements
of Executive Order 11246, as amended, and 29 CFR Part 30.
S. Compliance with Copeland Act requirements. The contrac-
tor shall comply with the requirements of 29 CFR Part 3 which are
incorporated by reference in this contract'
6. Subcontracts. The contractor or subcontractor will insert in
any subcontracts the clauses contained in subparagraphs 1
through 11 of this paragraph A and such other clauses as HUD or
its designee may by appropriate instructions require, and a copy
of the applicable prevailing wage decision, and also a clause re-
quiring the subcontractors to include these clauses in any lower
tier subcontracts. The prime contractor shall be responsible for
the compliance by any subcontractor or lower tier subcontractor
with all the contract clauses in this paragraph.
Previous edition Is obsolete Pa
7. Contract termination; debarment. A breach of the contract
clauses in 29 CFR 5.5 may be grounds for termination of the con- 1
tract and for debarment as a contractor and a subcontractor as
provided in 29 CFR 5.12,
S. Compliance with Davis -Bacon and Related Act Requirements.
All rulings and interpretations of the Davis -Bacon and Related j
Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorpo-
rated by reference in this contract
9. Disputes concerning labor standards. Disputes arising out
of the labor standards provisions of this contract shall not be sub-
ject to the general disputes clause of this contract. Such disputes
shall be resolved in accordance with the procedures of the De-
partment of Labor set forth in 29 CFR Parts S. 6, and 7_ Disputes
Within the meaning of this clause include disputes between the
contractor (or any of its subcontractors) and HUD or its designee,
the U.S. Department of Labor, or the employees or their repre-
sentatives.
10. (f) Certification of Eligibility. By entering into this contract
the contractor certifies that neither it (nor he or she) nor any per-
son or firm who has an interest in the contractor's firm is a person
or firm ineligible to be awarded Government contracts by virtue of
Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be
awarded HUD contracts or participate in HUD programs pursuant
to 24 CFR Part 24.
(ii) No part of this contract shall be subcontracted to any person
or firm ineligible for award of a Government contract by virtue of
Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be
awarded HUD contracts or participate in HUD programs pursuant
to 24 CFR Part 24.
(Ili) The penalty for making false statements is prescribed in the
U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal
Code, Section 101 0, Title 18. U.S.C., "Federal Housing Adminis-
tration transactions ", provides in part: Whoever, for the purpose
of ... influencing in any way the action of such Administration.....
makes, utters or publishes any statement knowing the same to be
false..... shall be fined not more than $5,000 or imprisoned not
more than two years, or both."
11. Complaints, Proceedings, or Testimony by Employees.
No laborer or mechanic to whom the wage, salary, or other labor
standards provisions of this Contract are applicable shall be dis-
charged or in any other manner discriminated against by the Con-
tractor or any subcontractor because such employee has filed any
complaint or instituted or caused to be instituted any proceeding
or has testified or is about to testify in any proceeding under or
relating to the labor standards applicable under this Contract to
his employer.
B. Contract Work Hours and Safety Standards Act. The provi-
sions of this paragraph B are applicable only where the amount of
the prime contract exceeds $100,000. As used in this paragraph, the
terms laborers" and "mechanics" include watchmen and guards.
(1) Overtime requirements. No contractor or subcontractor con-
tracting for any part of the contract work which may require or involve
the employment of laborers or mechanics shall require or permit any
such laborer or mechanic in any workweek in which he or she is
employed on such work to work in excess of 40 hours in such work-
week unless such laborer or mechanic receives compensation at a
rate not less than one and one -half times the basic rate of pay for all
hours worked in excess of 40 hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages.
In the event of any violation of the clause set forth in subpara-
form HUD -4010 (07/2003)
ge 3 of 4 ref. Handbook 1344.1
<.s
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graph (1) of this paragraph, the contractor and any subcontractor
responsible therefor shall be liable for the unpaid wages. In addi-
tion, such contractor and subcontractor shall be liable to the United
States (in the case of work done under contract for the District of
Columbia or a territory, to such District or to such territory), for
liquidated damages. Such liquidated damages shall be computed
with respect to each individual laborer or mechanic, including
watchmen and guards, employed in violation of the clause sot
forth in subparagraph (1) of this paragraph, in the sum of $10 for
each calendar day on which such individual was required or permit-
ted to work in excess of the standard workweek of 40 hours without
payment of the overtime wages required by the clause set forth in
sub paragraph (1) of this paragraph.
(3) Withholding for unpaid wages and liquidated damages.
HUD or its designee shall upon its own action or upon written
request of an authorized representative of the Department of La-
bor withhold or cause to be withheld, from any moneys payable
on account of work performed by the contractor or subcontractor
under any such contract or any other Federal contract with the
same prime contract, or any other Federally- assisted contract
subject to the Contract Work Hours and Safety Standards Act
which is held by the same prime contractor such sums as may be
determined to be necessary to satisfy any liabilities of such con-
tractor or subcontractor for unpaid wages and liquidated damages
as provided in the clause set forth in subparagraph (2) of this
paragraph.
(4) Subcontracts. The contractor or subcontractor shall insert
in any subcontracts the clauses set forth in subparagraph (1)
through (4) of this paragraph and also a clause requiring the sub-
contractors to include these clauses in any lower tier subcontracts.
The prime contractor shall bb responsible for compliance by any
subcontractor or lower tier subcontractor with the clauses set forth
in subparagraphs (1) through (4) of this paragraph.
C. Health and Safety. The provisions of this paragraph C are ap-
plicable only where the amount of the prime contract exceeds
$100,000.
(1) No laborer or mechanic shall be required to work in surround-
ings or under working conditions which are unsanitary, hazard-
ous, or dangerous to his health and safety as determined under
construction safety and health standards promulgated by the Sec-
retary of Labor by regulation.
(2) The Contractor shall comply with all regulations issued by the
Secretary of Labor pursuant to Title 29 Part 1926 and failure to
comply may result In imposition of sanctions pursuant to the Con-
tract Work Hours and Safety Standards Act, 40 USC 3701 et sea.
(3) The Contractor shall include the provisions of this para-
graph in every subcontract so that such provisions will be
binding on each subcontractor. The Contractor shall take such
action with respect to any subcontract as the Secretary of
Housing and Urban Development or the Secretary of Labor
shall direct as a means of enforcing such provisions.
form HUD -4010 (07/2003)
Previous edition is obsolete Page 4 of 4 ret. Handbook 1344.1
General Decision Number: WA030001 04/22/2005 WA1
Superseded General. Decision Number: WA020001
State: Washington
1 ;
Construction Types: Heavy (Heavy, and Dredging) and
Highway
Counties: Washington Statewide.
HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS
(Excludes
D.O.E. Hanford Site in Benton and Franklin Counties)
Modification Number Publication Date
0
0 06/13/2003
1 01/23/2004
2 02/06/2004
3 02/13/2004
4 03/05/2004
5 03/12/2004
6 04/16/2004
7 05/14/2004-
8 06/16/2004
9 06/25/2004
10 07/02/2004
11 07/23/2004
12 08/06/2004
13 08/20/2004
{�
14 09/03/2004
15 10/01/2004
16 10/15/2004
17 10/22/2004
('
16 11/05/2004
{
19 11/19/2004
\
20 12/03/2004
21 01/14/2005
22 02118/2005
23 03/18/2005
24 03/25/2005
25 04/01/2005
s
26 04/22/2005
�f
CARP0001 -008 06/01/2004
_.:
Rates Fringes
Carpenters:
j
COLUMBIA RIVER AREA -
ADAMS, BENTON, COLUMBIA,
DOUGLAS ( EAST OF THE 120TH
FJ�
MERIDIAN), FERRY,
FRANKLIN, GRANT, OKANOGAN
(EAST OF THE 120TH
MERIDIAN) AND WALLA WALLA
COUNTIES
GROUP 1: ................... $ 23.68
7.45
GROUP 2: ................... $ 24.99
7.45
j
GROUP 3: ................... $ 24.15
7.45
GROUP 4 :...................$ 23.68
7.45
GROUP 5:... ..............$ 59.17
7.45
:-
GROUP 6: ................... $ 28.02
7.45
-'
WA030001 Modification 26
Federal Wage Determinations
CARPENTERS CLASSIFICATIONS
GROUP 1: Carpenter; Burner - Welder; Rigger and Signaler;
Insulators (all types), Acoustical, Drywall and Metal
Studs, Metal. Panels and Partitions; Floor Layer, Sander,
Finisher and Astro Turf; Layout Carpenters; Form Builder;
Rough Framer; Outside or Inside Finisher, including doors, -"
windows, and jams; Sawfiler; Shingler {wood, composition)
Solar, Fiberglass, Aluminum or Metal.; Scaffold Erecting and
Dismantling; Stationary Saw -Off Bearer.; Wire, Wood and
Metal Lather Applicator
GROUP 2: Millwright, machine erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, dock and wharf carpenters
GROUP 5: Divers
GROUP 6: Divers Tender
DEPTH PAYY FOR DIVERS:
Each foot over 50 -100 feet $1.00
Each foot over 100 -1.75 feet 2.25
Each foot over 175 -250 feet 5.50'
HAZK T PROJECTS:
Anyone working on -a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to tile classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit ".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self- contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
WA030001 Modification 26 2
Federal Wage Determinations
it
SPOKANE AREA: ASOTIN, GARFIELD,
LINCOLN,
�
PEND OREILLE, SPOKANE, �
STEVENS AND WHITMAN COUNTIES
GROUP 1: ...................
$ 23.21
7.45 r
GROUP 2: ...................
24.31
7.45
GROUP 3: ...................
23.47
7.45
GROUP 4 :...................$
23.21
7.45
GROUP 5: ...................
$ 57.50
7.45
GROUP 6: ...................
$ 27.30
7.45
CARPENTERS CLASSIFICATIONS
GROUP 1: Carpenter; Burner - Welder; Rigger and Signaler;
Insulators (all types), Acoustical, Drywall and Metal
Studs, Metal. Panels and Partitions; Floor Layer, Sander,
Finisher and Astro Turf; Layout Carpenters; Form Builder;
Rough Framer; Outside or Inside Finisher, including doors, -"
windows, and jams; Sawfiler; Shingler {wood, composition)
Solar, Fiberglass, Aluminum or Metal.; Scaffold Erecting and
Dismantling; Stationary Saw -Off Bearer.; Wire, Wood and
Metal Lather Applicator
GROUP 2: Millwright, machine erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, dock and wharf carpenters
GROUP 5: Divers
GROUP 6: Divers Tender
DEPTH PAYY FOR DIVERS:
Each foot over 50 -100 feet $1.00
Each foot over 100 -1.75 feet 2.25
Each foot over 175 -250 feet 5.50'
HAZK T PROJECTS:
Anyone working on -a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to tile classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit ".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self- contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
WA030001 Modification 26 2
Federal Wage Determinations
it
WA030001 Modification 26
Federal Wage Determinations
3
CARP0003 -006 06/01/2004
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight
line made
by extending the north boundary line of Wahkiakum
County west
to 'illapa Bay to the Pacific Ocean), SKAMANIA AND
WAHKIAKUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF
WILLAPA BAY
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
E
ZONE 1:
Rates Fringes
Caroenters:
CARPENTERS; ACOUSTICAL ...... $ 27.72
10.70
DIVERS TENDERS ..............$ 30.27
10.70
}
DIVERS ......................$ 65.51
10.70
DRYWALL .....................$ 27.72
10.70
F140OR LAYERS & FLOOR
FINISHERS (the laying of
all hardwood floors nailed
_S
and mastic set, parquet
and wood -type tiles, and
block floors, the sanding
4��
and finishing of floors,
the preparation of old and
new floors when the
materials mentioned above
are to be installed);
INSULATORS (fiberglass and
similar irritating
materils ....................$ 27.57
10.70
r -
MILLWRIGHTS .................$ 28.22
10.70
PILEDRIVERS .................$ 28.22
10.70
i
DEPTH PAY:
50 To 100 FEET $1.00 PER FOOT OVER 50 FEET
. -�
100 TO 150 FEET 1.5.0 PER FOOT OVER 100 FEET
150 TO 200 FEET 2.00 PER FOOT OVER 150 FEET
Zone Differential (Add up Zone 1 rates):
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
_
Zone 5 - 2.00
Zone 6 - 3.00
WA030001 Modification 26
Federal Wage Determinations
3
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
'LONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 males of. the respected
city of the above mentioned cities
CARP0770 -003 06/01/2004
Rates Frinoes
Carpenters:
CENTRAL WASHINGTON:
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN),
KITTITAS, OKANOGAN (WEST
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
ACCOUSTICP.L WORKERS ........
$ 20.93
10.27
CARPENTERS AND DRYWALL
APPLICATORS ................$
20.72
10.27
CARPENTERS ON CREOSOTE
MATERIAL ...................$
20.82
10.27
DIVERS TENDER ..............$
31.17
10.55
DIVERS .....................$
70.07
10.55
INSULATION APPLICATORS .....
$ 20.72
10.27
MILL4;RIGHT AND MACHINE
ERECTORS ...................$
29.40
10.27
PILEDRIVER, BRIDGE DOCK
AND WHARF CARPENTERS .......
$ 26.40
10.27
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING .......
$ 28.60
10.27
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
FLOOR FINISHER, FLOOR
LAYER, SHINGLER, FLOOR
SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
TOOLS ......................$
20.85
10.27
WA030001 Modification 26 4
Federal Wage Determinations
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle
IAuburn
Renton
Aberdeen- Hcauiam
Ellensburg
t..
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
0 -25
WESTERN WASHINGTON: CLALLAM, GRAYS
HARBOR,
ISLAND, JEFFERSON, KING,
25 -35
KITSAP, LEWIS (excludes uiiedrivers
only),
MASON, PACIFIC (North of a
_
straight line made by extending the
north
boundary line of Wahkiakum
45 -55
County west to the Pacific Ocean),
PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH,
Over
THURSTON AND WHATCOM COUNTIES
$1.55 /hour
ACOUSTICAL WORKERS .........
$ 28.56
10.55
CARPENTERS AND DRYWALL
APPLICATORS ................$
28.40
10.55
CARPENTERS ON CREOSOTE
MATERIAL.... .............$
28.50
10.55
4
DIVERS TENDER ..............$
31.17
10.55
DIVERS .....................$
70.07
10.55
_
INSULATION APPLICATORS .....
$ 28.40
10.55
MILLWRIGHT AND MACHINE,
ERECTORS ...................$
2 9.40
10.55
PILEDRIVER, BRIDGE, DOCK
& WHARF CARPENTERS .........
$ 28.40
10.55
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING ..... :•.$
28.60'
10.55
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
{ 3
FLOOR FINISHER, FLOOR
LAYER, SHINGLER, FLOOR
SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
TOOLS. ......................$
28.53
10.55
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle
IAuburn
Renton
Aberdeen- Hcauiam
Ellensburg
t..
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
0 -25
radius
miles
Free
25 -35
radius
miles
$1.00 /hour
35 -45
radius
miles
$1.15 /hour
45 -55
radius
miles
$1.35 /hour
Over
55 radius miles
$1.55 /hour
Bellingham
Anacortes
Yakima
Wenatchee
Port Angeles
Sunnyside
10030001 Modification 26 5
Federal Wage Determinations
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle (anion Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
25 -45 radius miles $ .70 /hour
Over 45 radius miles $1.50 /hour
----------------------------------------------------------------
ELEC0046 -001 06/01/2004
CALL-AM, JEFFERSON, KING AND KITSAP COUNTIES
I
Rates Fringes
Cable splicer ..................$ 36.85 38 +11.55
Electrician ....................$ 33.50 3% +11.55
----------------------------------------------------------------
ELEC0048 -003 01/01/2005
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
Cable splicer .................. $ 31.60 3% +$13.05
Electrician ....................$ 31.35 3% +$13.05
----------------------------------------------------------------
ELEC00 ?3 -007. 07/01/2004
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
Cable splicer ..................$ 24.07 3% +11.58
Electrician ....................$ 23.67 3% +11.58
----------------------------------------------------------------
ELECO076 -002 09/01/2004
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
I
Rates Fringes
Cable splicer ..................$ 34.13 3% +12.56
Electrician ....................$ 30.75 3% +12.56
----------------------------------------------------------------
• I
WA030001 Modification 26 6
Federal Wage Determinations
ELECO077 -002 02/01/2005
Rates Fringes
i
- WA030001 Modification 26
Federal Waee. Determinations
7
Line Construction:
CABLE SPLICERS ..............$
39.48
3.875$ +9.75
GROUNDMEN ...................$
24.68
3.875$4.8.00
LINE EQUIPMENT MEN ..........
$
30.32
3.875$4.8.00
LINEMEN, POLE SPRAYERS,
HEAVY LINE EQUIPMENT MAN ....
$
35.25
3.875% +9.75
POWDERMEN, JACKHAIVIMERMEN ....
$
26.44
3.875% +8.00
TREE TRIMMER ................$
20.98
3.875E +7.94
----------------------------------------------------------------
ELEC0112 -005 06/01/2004
ASOTIN, BENTON, COLUMBIA, FRANKLIN,
GARFIELD,
KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates
Fringes
Cable splicer ..................$
31.24
3% +12.28
Electrician .............
29-75
3%+12.28
--t--------------------------------------------------------------
ELEC0191 -003 09/01/2004
i
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT
AND WHATCOM COUNTIES
Rates
Fringes
�l
I
`
Cable splicer ..................$
33.72
3% +10.33
Electrician ....................$
30.66
3% +10.33
----------------------------------------------------------------
ELEC0191 -004 09/01/2004
CHELAN, DOUGLAS, GRANT 'AND OKANOGAN
COUNTIES
Rates
Fringes
Cable splicer ..................$
29.33
3% +10.28
Electrician ....................$
26.66
3% +10.28
----------------------------------------------------------------
ELEC0970 -001 06/01/2004
COWLITZ AND WAHKIAKUM COUNTIES
Rates
Fringes
Cable splicer ..................$
31.57
35 +9.40
Electrician ....................$
----------------------------------------------------------
28.70
3% +9.4-0
- - - - --
i
- WA030001 Modification 26
Federal Waee. Determinations
7
ENG10302 -003 06/01/2004
CHELAN (WEST OF T14E 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN ,TUNA, SKAGIT, SNOHOMISH, WHATCOM AND YP --,IMA (WEST OF THE
120TH MERIDIAN) COUNTIES
PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS
SHOWN BELOW)
Zone 1 (0 -25 radius miles):
Zone Differential (Add to Zone 1 rates):
Zone 2 (26 -45 radius miles) - $ .70
Zone 3 (Over 45 radius,miles) - $1.00
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, �
Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1PLkA - Cranes -over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP a.AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Tower crane over 175 ft in
height, base to boom
i
GROUP lA - Cranes, 100 tons thru 199 tons, or 150 .ft of boom -
(including jib with attachments); Crane - overhead, bridge _
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders - overhead, B yards and over; Shovels,
excavator, backhoes -6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments); Crane- overhead, --
bridge type, 45 tons thru 99 tons; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard tail end dump articulating off -road equipment 45 yards
and over; Loader- overhead 6 yards to, but not including 3
yards; Mucking machine, mole, tunnel, drill and /or shield;
Quad 9, HD 41, D -10; Remote control operator on rubber tired
earth moving equipment; Rollagon; Scrapers -self propelled 45
yards and over; Slipform pavers; Transporters, all truck or
track type
WA030001 Modification 26 8
Federal Wage Determinations
Rates
Fringes
Power equipment operators:
.Group
!A ...................$
30.61
10.25
Group
lAA ..................$
31.15
10.25
Group
1AAA .................$
31.67
10.25
Group
1 .....................$
30.09
10.25
Group
2 .....................$
29.63
10.25
Group
3 .....................$
29.24
10.25
Group
4 .....................$
21.01
10.25
Zone Differential (Add to Zone 1 rates):
Zone 2 (26 -45 radius miles) - $ .70
Zone 3 (Over 45 radius,miles) - $1.00
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, �
Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1PLkA - Cranes -over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP a.AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Tower crane over 175 ft in
height, base to boom
i
GROUP lA - Cranes, 100 tons thru 199 tons, or 150 .ft of boom -
(including jib with attachments); Crane - overhead, bridge _
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders - overhead, B yards and over; Shovels,
excavator, backhoes -6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments); Crane- overhead, --
bridge type, 45 tons thru 99 tons; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard tail end dump articulating off -road equipment 45 yards
and over; Loader- overhead 6 yards to, but not including 3
yards; Mucking machine, mole, tunnel, drill and /or shield;
Quad 9, HD 41, D -10; Remote control operator on rubber tired
earth moving equipment; Rollagon; Scrapers -self propelled 45
yards and over; Slipform pavers; Transporters, all truck or
track type
WA030001 Modification 26 8
Federal Wage Determinations
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
-- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
_ attachments; Crane - overhead, bridge type -20 tons through 44
tors; Chipper; Concrete Pump -truck mount with boom
attachment; Crusher; Deck Engineer /Deck Winches (power);
Drilling machine; Excavator, shovel, backhoe -3 yards and
under.; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal /directional. drill
operator; Loaders- overhead under 6 yards; Loaders -plant feed;
Locomotives -all; mechanics -all; Fixers- asphalt plant-; Motor
patrol graders - finishing; Piledriver (other than crane
mount); Roto- mi.11,roto- grinder; Screedman, spreader, topside
operator -Bl.aw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar
Green; Scraper -self propelled, hard tail end dump,
articulating off -road equipment -under 45 yards; Subgrade
trimmer; Tractors, backhoes -over 75 hp; Transfer material
service machine- shuttle buggy, blaw knox- roadtec; Truck crane
oiler /driver -100 tons and over; Truck Mount portable
jconveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments;
A -frame crane over 10 tons; Drill oilers -auger type, truck or
J crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and
over with attachments; Horizontal /directional drill locator;
Outside hoists- (elevators and manlifts), air tuggers, strato
tower bucket elevators; Hydralifts /boom trucks over 10 tons;
Loader.- elevating type, belt; Motor patrol
grader- nonfinishing; Plant oiler- asphalt, crusher;
Pumps- concrete; Roller, plant mix or multi. -lift materials;
Saws- concrete; Scrpers- concrete and carry-all; Service
engineer - equipment; Trenching machines; 'Truck Crane
Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine -laser screed; Cranes -A frame -10 tons
and under; Elevator and Manlift- permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydtalifts /boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding operator;
Pavement breaker; Posthole digger, mechanical; Power plant;
Pumps, water; Rigger and Bellman; Roller -other than plant
mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment
operator
`'VA030001 Modification 26 9
Federal Wage Determinations
CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH
GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED
RATES MAY BE PAID ON THE FOLLOWING:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5
million excluding mechanical, electrical, and utility portions
of the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving including, but
utilities excluded.
3. Marine projects (docks, wharfs, ect.) less than $150,000.'
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
hazardous perimeter shall be elgible for compensation in
accordance with the following group schedule relative to the
level of hazardous waste as outlined in the specific hazardous
waste project site safety plan.
H -1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing.
H -2 Class "C" Suit - Base wage rate plus $.25 per hour.
H -3 Class "B" Suit - Base wage rate plus $.50 per hour.
H -4 Class "A" Suit - Base wage rate plus $.75 per hour.
ENGI0302 -009 06/01/2004
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM,- DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 3.20TH MERIDIAN) ,
SAN JUNA, SKAGI`1', SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE i
120TH MERIDIAN) COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER YORK, THE FOLLOWING RATES APPLY.
WORK PERFORMED ON HYDRAULIC DREDDGES:
Zone 1 (0 -25 radius miles):
I
WA030001 Modification 26 10
Federal Wage Determinations
Rates
Fringes
Power equ :i.pment operators:
GROUP I
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 28.80
10.25
TOTAL PROJECT COST UNDER
$300,000 ...................$
26.96
8.40
GROUP 2
TOTAL PROJECT COST
$300,000 AND OVER ..........
$ 28.91
10.25
TOTAL PROJECT COST UNDER
$ 300 ,000 ...................$
27.06
8.40
I
WA030001 Modification 26 10
Federal Wage Determinations
GROUP 3
TOTAL PROJECT COST
$300,000 Ai�O OVER ..........5
29.27
10.25
TOTAL PROJECT COST UNDER
$300,000 ...................$
27.38
8.40
GROUP 4
- TOTAL PROJECT COST
$300,000 AND OVER .......... $
29.32
10.25
TOTAL PROJECT COST UNDER
$300,000 ..................:$
27.43
8.40
GROUP 5
TOATL PROJECT COST
$300,000 AND OVER .......... $
30.79
10.25
- TOTAL PROJECT COST UNDER
$300,000 ...................$
28.75
8.40
GROUP 6
TOTAL PROJECT COST
$300,000 AND OVER .......... $
28.80
10.25
TOTAL PROJECT COST UNDER
$ 300 ,000 ...................$
26.96
8.40
Zone Di£ierential (Add to Zone 1 rates):
Zone 2 (26 -45 radius miles) - $
.70
Zone 3 (Oyer 45 radius miles) -
$1.00
1
f
BASEPOINTS: Aberdeen, Bellingham,
Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port
Townsend,
Seattle, Sheldon,
Wenatchee, Yakima
WA030001 Modification 26 11
Federal Wage Determinations
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 - ASSISTANT MATE (DECKHAND)
GROUP 2 - OILER
GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESEL, STEAM OR
BOOSTER PUMP); MATES AND BOATMEN
CROUP 4 - CRANEMAN, ENGINEER WELDER
CROUP 5 - LEVERMAN, HYDRAULIC
GROUP 6 - MAINTENANCE
CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH
GROUP PLUS FULL FRINGE BENEFITS APPLICABLE; TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES
MAY BE PAID ON THE FOLLOWING:
• I .
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical., electrical, and utility portions of the
contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving including, but utilities
excluded.
3. Marine projects (docks, wharfs, ect.) less than $150,000.
HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE
AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
hazardous perimeter.shall be elgible for compensation in
accordance with the following group schedule relative to the
level of hazardous waste as outlined in the specific hazardous
waste project site safety plan.
H -1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing.
H -2 Class "C" Suit - Base wage rate plus $.25 per hour.
H -3 Class "S" Suit - Base wage rate plus $.50 per hour.
H -4 Class "A" Suit - Base wage rate plus $.75 per hour.
---------------------------------------------------------- - - - - --
i
WA030001 Modification 26 12
Federal Wage Deteminations
Zone 1: Within 45 bile radius of Spokane, Moses Lake, Pasco,
Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Moses Lake,
Pasco, Washington; Lewiston, Idaho
POSTER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Drillers Helper (Assist driller in making drill rod
connections, service drill engine and air compressor,
repair drill rig and drill tools, drive drill support truck
to and on the job site, remove drill cuttings from around
bore hole and inspect drill rig while in operation);
Fireman & Heater Tender; Grade Checker; Hydro - seeder,
Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking
machine; Pumpman; Rollers, all types on su:ngrade, including
seal and chip coatings (farm type, Case, John Deere &
1 similar, or Compacting Vibrator), except when pulled by
S Dozer with operable blade; Welding Machine
i
WA030001 Modification 26
_ Federal Wage Determinations
I
r
13
ENG10370 -002 08/30/2004
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH
MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120Th MERIDIAN),
FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST
OF THE 120TH
MERIDIAN), PEND OREILLE, SPOKANE,
STEVENS, WALLA
WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
I,
ZONE 1:
Rates
Fringes
i
Power equipment operators:
GROUP 1A
21.34
7.62
I4
...................$
GROUP 1. .$
21.89
7.62
GROUP 2 .....................$
22.21
7.62
GROUP 3 .....................$
22.£52
7.62
(�
GROUP 4 ..$
22.98
7.62
l
GROUP 5. ................... .$
23.14
7.62
GROUP 6......................$
23.42
7.62
-.
GROUP 7. .$
23.69
1.62
`
GROUP 8 .....................$
24.79
7.62
ZONE DIFFERENTIAL (Add to Zone 1
rate): Zone 2
- $2.00
Zone 1: Within 45 bile radius of Spokane, Moses Lake, Pasco,
Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Moses Lake,
Pasco, Washington; Lewiston, Idaho
POSTER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Drillers Helper (Assist driller in making drill rod
connections, service drill engine and air compressor,
repair drill rig and drill tools, drive drill support truck
to and on the job site, remove drill cuttings from around
bore hole and inspect drill rig while in operation);
Fireman & Heater Tender; Grade Checker; Hydro - seeder,
Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking
machine; Pumpman; Rollers, all types on su:ngrade, including
seal and chip coatings (farm type, Case, John Deere &
1 similar, or Compacting Vibrator), except when pulled by
S Dozer with operable blade; Welding Machine
i
WA030001 Modification 26
_ Federal Wage Determinations
I
r
13
GROUP 2: A -frame Truck (single drum); Assistant Refrigeration
Plant (under 1000 ton); Assistant Plant Operator, Fireman
or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement); Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power); Concrete Saw (multiple cut); Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated); Fork Lift or Lumber
Stacker, hydra -lift & similar; Gin Trucks (pipeline);
Hoist, single drum; Loaders (bucket elevators and
conveyors); Longitudinal Float; Mixer (portable - concrete);
Pavement Breaker, Hydra - Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self - propelled); _
Railroad Power Tamper Operator (self - propelled); Railroad
Tamper Jack Operator (self- propelled; Spray Curing Machine
(concrete); Spreader Box (self - propelled); Straddle Buggy
(Ross & similar on construction job only); Tractor (Farm
type R/T with attachment, except Backhoe); Tugger Operator
GROUP 3: A -frame Truck (2 or more drums); Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton);
aackfillers (Cleveland & similar); Batch Plant & inlet Mix
Operator, single unit (concrete); Belt -Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar); _
Bending Machine; Bob Cat; Boring Machine (earth); Boring
Machine (rock under B inch bit) (Quarry Master, Joy or
similar); Bump Cutter (Wayne, Saginau or similar); Canal
Lining Machine (concrete); Chipper (without crane);
Cleaning & Doping Machine (pipeline); Deck Engineer; ! i
Elevating Belt -type Loader (Euclid, Barber Green &
similar) ; Elevating Grader -type Loader (Dumor, Adams or
similar); Generator Plant Engineers (diesel or electric);
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H or —.
similar); Spreader Machine; Tractor (to D -6 or equivalent)
and Traxcavator; Traverse Finish Machine; Turnhead Operator
GROUP 4: Concrete Pumps (squeeze - Crete, flow - Crete, pump -
crete, Whitman & similar); Curb Extruder (asphalt or
concrete); Drills (churn, core, calyx or diamond)(onerate
drilling machine, drive or transport drill rig to and on
job site and weld well casing); Equipment Serviceman;
Greaser & Oiler; Hoist (2 or more drums or Tower Hoist);
Loaders (overhead & front -end, under 4 yds. R /T);
Refrigeration Plant Engineer (under 1000 ton); Rubber - tired
.Skidders (R /T with or without attachments); Surface Heater
& Plant Machine; Trenching Machines (under 7 ft. depth
capacity); Turnhead (with re- screening); Vacuum Drill
(.reverse circulation drill under 8 inch bit)
i
WA030001 Modification 26 14
Federal Wage Determinations
GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes
(25 tons & under), all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons); Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar)(operates drilling machine, drive or transport
drill rig to and on job site and weld well casing); Hoe
Ram; Piledriving Engineers; Paving (dual drum); Railroad
Track Liner Operaotr (self - propelled); Refrigeration Plant
Engineer (1000 tons & over); Signalman (Whirleys, Highline
Hammerheads or similar)
GROUP 6: Asphalt Plant Operator; Automatic Subgradez (Ditches
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .30 over scale
Over 250 ft $ .60 over scale
WA030001 Modification 26 15
Federal Wage Determinations
& Trimniers)(Autograde, ABC, R.A. Hansen & similar on grade
wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes
& Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units);
Batch & Wet Mix Operator (multiple units, 2 & incl. 4);
Blade Operator (motor patrol & attachments, Athey & Huber);
Boom Cats (side); Cable Controller (dispatcher); Clamshell
Operator (under 3 yds.); Compactor (self - propelled with
blade); Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons), all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 634 R /^_ & similar;
Draglines (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D.
D
Welder; Loader Operator (front -end & overhead, 4 yds. Incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad -Track or similar
n
equipment; Rollerman (finishing asphalt pavement); Roto
Mill (pavement grinder); Scrapers, all, rubber - tired;
Screed Operator; Shovel(under 3 yds.); Tractors (D -6 &
equilvalent & over); Trenching Machines (7 ft. depth &
over); Tug Boat Operator Vactor guzzler, super sucker
'J
GROUP 7: Backhoe (over 110,000 qw); Backhoes & Hoe Ram (3 yds
�i
& over); Blade (finish & bluetop) Automatic, CMZ, ABC,
Finish Atney & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning /Decontamination
-,
machine operator; Cranes (over 45 tons to but not including.
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Slevating Belt
(Holland type); Heavy equipment robotics operator; Loader
(�
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front -end, over 6 yds. to 10 yds.);
Rubber - tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads,
ALL
L)
GROUP 8: Cranes (85 tons and over, and all climbing,
r-
overhead,rail and tower), all attaclunents including
clamshell, dragline; Loaders (overhead and front -end, 10
yards and over); Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .30 over scale
Over 250 ft $ .60 over scale
WA030001 Modification 26 15
Federal Wage Determinations
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT :
Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0370 -006 06/01/2004
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF TI.3E 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE MOTH
MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
WORK PERFORMED ON HYDRAULIC DREDGES
Rates Fringes
Hydraulic Dredge
GROUP 1:
31.43
7.62
GROUP 2: .................... $
31.90
7.62
GROUP 3: ....................
31.95
7.62
GROUP 4 :....................$
33.42
7.62
GROUP 5: .................... $
31.43
7.62
GROUP 6: .................... $
31.54
7.62
GROUP 1: Assistant Mate (Deckhand)
GROUP 2: Assistant Engineer (Electric,
Diesel, Steam, or
Booster Pump); Mates and Boatmen
GROUP 3: Engineer fielder
GROUP 4: Leverman, Hydraulic
GROUP 5: Maintenance
GROUP 6: Oiler
HEAVY WAGE RATES APPLIES TO CLAM
SHELL
DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS,
CRANES AND
BULLDOZERS.
----------------------------------------------------------
- - - - --
WA030001 Modification 26 16
Federal Wage Detenninations
I
ZONE 2 (26 -45 radius miles) - Add $.70 to Zone 1 rates
ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates
ENGI0612 -00i 06/01/2004
CATEGORY a PROJECTS - 95€ of the basic hourly
LEWIS, PIERCE, PACIFIC (THAT PORT'I'ON W14ICH LIES NORTH OF A
PARALLEL DINE EXTENDED WEST FROM
THE NORTHERN BOUNDARY OF
WAHKAIKUM COUNTY TO THE SEA IN THE
STATE
OF WASHINGTON) AND
rates may be paid on the following:
THURSTON COUNTIES
1. Projects involving worst on structures such as buildings
1 I
PROJECTS:
$1.5 million
excluding mechanical, electrical, and utility
CATEGORY A PROJECTS (excludes Category
B
projects, as shown
below)
2. Projects of less than $1 million where no
building is
involved. Surfacing and paving included, but
Rates
Fringes
excluded.
Power equipment operators:
(
3. Marine projects (docts, wharfs, etc.) less
i
WORK PERFORMED ON
HYDRAULIC DREDGES:Total
Project cost $300,000 and
over
GROUP I ....................$
28.80
10.25
GROUP 2 ....................$
28.91.
10.25
�(
GROUP 3 ....................$
GROUP 4 ..$
29.27
29.32
10.25
10.25
J
CROUP 5. .................. .$
30.79
10.25
GROUP 6 ....................$
28.80
10.25
WORK PERFORMED ON
0
HYDRAULIC DREDGES:Total
Pro }ect Cost under. $300,000
GROUP 1 .....................$
GROUP 2 ....................$
26.96
27.06
8.40
8.40
GROUP 3 ....................$
27.38
8.40
GROUP 4 ....................$
27.43
8.40
GROUP 5 ....................$
GROUP 6 ....................$
28.75
26.96
8.40
8.40
ZONE 2 (26 -45 radius miles) - Add $.70 to Zone 1 rates
ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates
WA030001 Modification 26
Federal Wage Deternunations
� J
17
BASEPOINTS: Tacoma, Olympia, and Centralia
CATEGORY a PROJECTS - 95€ of the basic hourly
rate for each
group plus full .fringe benefits applicable to
Category A
projects shall apply to the following projects:
Reduced
rates may be paid on the following:
1. Projects involving worst on structures such as buildings
and structures whose total value is less than
$1.5 million
excluding mechanical, electrical, and utility
portions of
the contract.
2. Projects of less than $1 million where no
building is
involved. Surfacing and paving included, but
utilities
excluded.
(
3. Marine projects (docts, wharfs, etc.) less
than $150,000
WA030001 Modification 26
Federal Wage Deternunations
� J
17
WORK PERFORMED ON HYDRAULIC DREDGES:
GROUP 1: Assistant
GROUP 2: Oiler
GROUP 3: Assistant
Booster Pump); Ma
GROUP 4: Craneman,
GROUP 5: Leverman,
Mate (Deckhand
Engineer (Electric, Diesel., Steam or
tes and Boatmen
Engineer welder
Hydraulic GROUP 6: Maintenance
HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS
HANDLING OF HAZARDOUS WASTE MaATERIALS
H -1 - When not outfitted with protective clothing of level D
equipment - Base wage rate
H -2 - Class "C" Suit - Base wage rate + $.25 per hour
H -3 - Class "B" Suit - Base wage rate + $.50 per hour
H -4 - Class "A" Suit - Base wage rate +$.75 per hour
ENGI0612 -002 06/01/2004
LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL, FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 3. (0 -25 radius miles):
Rates
Power equipment operators:
GROUP
1A ...................$
30.61
GROUP
1AA ..................$
31.3.5
GROUP
I,AAA .................$
31.67
GROUP
1 .....................$
30.09
GROUP
2 .....................$
29.63
GROUP
3 .....................$
29.24
GROUP
4 .....................$
27.01
Zone Differential (Acid to Zone 1 rates):
Zone 2 (26 -45 radius miles) _ $ .70
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Fringes
10.25
10.25
10.25
10.25
10.25
10.25
.10.25
GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
WA030001 Modification 26
Federal Wage Determinations
18
i
GROUP IA - Cranes, 100 tons thru 199 tons, or i50 ft of boom
( including jib with attachments); Crane- overhead, bridge
type, 100 tons and over; `dower crane up to 175 ft in height
base to boom; Loaders - overhead, 8 yards and over; Shovels,
excavator, backhoes -6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane- overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tall end dump articulating off -road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and /or shield; Quad 9 HD 41, D -10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers -
self- propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator -
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane - Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump -truck mount with boom
attachment; Crusher; Deck engineer /deck winches (power);
Drilling machine; Excavator., shovel, backhoe -3 yards and
l under; Finishing machine, Bidwell, Gamaco and similar
? equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders -plant feed; Locomotives -all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (ogler than crane mount); Roto -mill, roto-
grinder; Screedman, spreader, topside operator -Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper -self- propelled, hard tail end dun►p, articulating
off -road equipment- under. 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler /driver -100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane -A -frame over 10 tons; Drill oilers -auger type, truck
or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and
over with attachments; Horizontal /directional drill
locator; Outside Hoists - (elevators and manlifts
), air
tuggers, strato tower bucket elevators; Hydrali.tts /room
trucks over 10 tons; Loaders- elevating type, belt; Motor
patrol grader- nonrinishing; Plant oiler- asphalt, crusher;
Pump- Concrete; Roller, plant mix or multi -lfit materials;
Saws- concrete; Scrapers, concrete and carry all; Service
engineers - equipment; Trenching machines; Truck crane
oiler /driver under 100 tons; Tractors, backhoe under 75 hp
WA030001 Modification 26
Federal Wage Determinations
M
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine -laser screed; Cranes A -frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts -under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydrali.fts /boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger - ;mechanical; Power plant; Pumps - water; Rigger and
Bellman; Roller -other than plant mix; Wheel Tractors,
farmall type; Shotcrete /gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. 'Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site ;
safety plan.
H- 1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H -2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H -3 Class "B" Suit - Base wage rate plus $ .50 per hour.
H -4 Class "A" Suit - Base wage rate plus $ .75 per hour.
----------------------------------------------------------------
ENGI0701 -002 01/01/2005
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND
WAHKIAKUM COUNTIES
Rates Fringes
Power equipment operators:
(See Footnote A)
GROUP
1 .....................$
30.44
9.95
GROUP
1A ....................$
31.96
9.95
GROUP
1B ....................$
33.4$
9.95
GROUP
2 .....................$
29.14
9.95
GROUP
3 .....................$
28.34
9.95
GROUP
4 .....................$
27.78
9.95
GROUP
5 .....................$
27.15
9.95
GROUP
6 .....................$
24.66
9.95
Zone Differential (add to "Lone 1 rates):
Zone 2 - $1.50
Zone 3 - 3.00
WA030001 Modification 26 20
Federal Wage Determinations
�I
r�
�S
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark 6 Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for.all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS SAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned citie's shall receive Zone II pay for all
classifications.
All'jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
.receive -Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS•CLASSIFICATIONS
GROUP 1: CONCRETE: Satch Plant and /or Wet Mix Operator, three
units or more; CRANE: Heliccpter Operator, when used in
erecting work; Whirley Operator, 90 ton and over; LATTICE
BOOM CRANE: Operator 200 tons through 299 tons, and /or over
200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90
tons through i99 tons with luffing or tower attachments;
FLOATING EQUIPMENT: Floating Crane, 150 ton but less than
250 ton
GROUP IA: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and
over (with luffing or tower attachment); LATTICE BOOM
CRANE: Operator, 200 tons through 299 tons, with over 200
feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and
over
WA030001 Modification 26
Federal `Vane Determinations
21
GROUP 1B: LATTICE BOOM CRAPE: Operator, 300 tons through 399
tons with over 200 feet boom; Operator 900 tons and over;
FLOATING EQUIPMENT: Floating Crane 350 ton and over
GROUP 2: ASPHALT: Asphalt Plant Operator (any tvpe); Roto
Mill, pavement profiler, operator, 6 foot lateral, cut and
over; BLADE: Auto Grader or "Trimmer" (Grade Checker
required); Blade Operator, Robotic; BULLDOZERS: Bulldozer
operator over 120,000 lbs and above; Bulldozer operator,
twin engine; Bulldozer Operator,tandem, quadnine, D10, Dll,
and similar type; Bulldozere Robotic Equipment (any type;
CONCRETE: Batch Plant and /or Wet Mix Operator, one and two
drum; Automatic Concrete Slip Form.Pave'7 Operator; Concrete
Canal Line Operator; Concrete Profiler, Diamond Head;
CRANE: Cableway Operator, 25 tons and over; HYDRAULIC
CRANE: Hydraulic crane operator 90 tons through 199 tons
(with luffing or tower attachment); TOWER /WHIRLEY OPERATOR:
Tower Crane Operator; Whirley Operator, under 90 tons;
LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200
feet booru; CRUSHER: Crusher Plant Operator; FLOATING
EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds.
and over; Floating Crane (derrick barge) Operator, 30 tons
but less than 150 tons; LOADERS: Loader operator, 120,000
lbs. and above; REMOTE CONTROL: Remote controlled
earth- moving equipment; RUBBER -TIRED SCRAPERS: Rubber -
tired scraper operator, with tandem scrapers, multi- engine;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel,
Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING
MACHINE: Wheel Excavator, under 750 cu. yds. per hour
(Grade Oiler required); Canal Trimmer (Grade Oiler
required); 4Jheel Excavator, over 750 cu. yds. per hour;
Band Wagon (in conjunction with wheel excavator);
UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote
or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator. over
1-30,000 lbs.
GROUP 3: BULLDOZERS: Sulldoze= operator, over 70,000 lbs. ua
to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic
crane operator, 50 tons through 89 tons (with luffing or
tower attachment); LATTICE BOOM CRANES: Lattice Boom
Crane -50 through 89 tons (and less than 150 feet boom);
FORKLIFT: Rock Hound Operator; HYDRAULIC HOES - EXCAVATOR:
excavator over 80,000 lbs. through 130,000 lbs.; LOADERS:
Loader operator 60,000 and less than 120,000; RUBBER -TIRED
SCRAPERS: Scraper Operator, with tandem scrapers;
Self- loading, paddle wheel, auger type, finish and /or 2 or
more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR:
Shovel, Dragline, Clamshell operators 3 cu. yds. but less
than 5 cu yds.
WA030001 Modification 26 22
Federal Wage Determinations
23
GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator
(screeman required); BLADE: Blade operator; Blade operator,
finish; Blade operator, externally controlled by
electronic, mechanical hydraulic means; Blade operator,
multi- engine; BULLDOZERS: Bulldozer Operator over 20,000
lbs and more than 100 horse up to 70,000 lbs; Drill Cat
Operator; Side -boom Operator; Cable -Plow Operator (any
type); CLEARING: Log Skidders; Chippers; Incinerator.; Stump
Splitter (loader mounted or similar type); Stump Grinder
(loader mounted or similar type; Tub Grinder; Land Clearing
Machine (Track mounted forestry mowing & grinding machine);
Hydro Axe (loader mounted or similar type); COMPACTORS
SELF- PROPELLED: Compactor Operator, with blade; Compactor
Operator, multi- engine; Compactor Operator, robotic;
CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete
Cooling Machine Operator; Concrete Paving Road Mixer;
Concrete Breaker; Reinforced Tank Banding Machine (K -17 or
similar types); Laser Screed; CRANE: Chicago boom and
similar types; Lift Slab Machine Operator; Boom type
lifting device, 5 ton capacity or less; Hoist Operator, two
-,
(2) drum; Hoist Operator, three (3) or more drums; Derrick
Operator, under 100 ton; Hoist Operator, stiff leg, guy
derrick or similar type, 50 ton and over.; Cableway Operator
up to twenty (25) ton; Bridge Crane Operator, Locomotive,
( -'
Gantry, Overhead; Cherry Picker or similar type crane;
�SCarry
Deck Operator; Hydraulic Crane Operator, under 50
tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane
Operator, under 50 tons; CRUSHER: Generator Operator;
�.`
Diesel- Electric Engineer; Grizzley Operator; Drill Doctor;
Boring Machine Operator; Driller- Percussion, Diamond, Core,
Cable, Rotary and similar type; Cat Drill (John Henry);
-�
Directional Drill Operator over 20,000 lbs pullback;
FLOATING EQUIPMENT: Diesel - electric Engineer; Jack
Operator, elevating barges, Barge Operator, self-
unloading; Piledriver Operator (not crane type) (Deckhand
required); Floating Clamshelll, etc. Operator, under 3 cu.
S
yds. (Fireman or Diesel - Electric Engineer required);
Floating Crane (derrick barge) Operator, less than 30 tons;
�l
GENERATORS: Generator Operator; Diesel- electric Engineer;
GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types);
Guardrail Auger Operator (all types); Combination Guardrail
machines, i.e., punch auger, etc.; HEATING PLANT: Surface
(
Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR:
SI ;
Robotic Hydraulic backhoe operator, track and wheel type up
to and including 20,0000 lbs. with any or all attachments;
Excavator Operator over 20,000 lbs through 30,000 lbs.;
LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders
Operator, front end and overhead, 25,000 lbs and less than
60,000 lbs; Elevating Grader Operator by Tractor operator,
Sierra, Euclid or similar types; PILEDRIVERS: Hammer
Operator; Piledriver Operator (not crane type); PIPELINE,
SERER WATER: Pape Cleaning Machine Operator; Pipe Doping
Mach=ine Operator; Pipe Bending Machine Operator; Pipe
Strapping Machine Operator; Boring Machine Operator; Back
Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning
Decontamination Machine Operator; Ultra High Pressure Water
Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting
l�
1- ►IA030001 Modification 26
Federal Wage DeterminationS
23
Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel
Electric Engineer (Plant or Floating; Bolt Threading
Machine operator; Drill Doctor (Bit Grinder); H.D.
Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS:
Rubber -tired Scraper Operator,single engine, single
scraper; Self - loading, paddle wheel, auger type under 15
cu. yds.; Rubber -tired Scraper Operator, twin engine;
Rubber -tired Scraper Operator, with push- ull attachments;
Self Loading, paddle wheel, auger type 15 cu. ,yds. and
over, single engine; Water pulls, water wagons; SHOVEL,
DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel. Electric
Engineer; Stationay Drag Scraper Operator; Shovel,
Dragline, Clamshell, Operator under 3 cy yds.; Grade -all
Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders,
Ulrich and similar types; TRACTOR- RUB'BERED TIRED: Tractor
operator, rubber- tired, over 50 hp flywheel; Tractor
operator, with boom attachment; Rubber -tired dozers and
pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box;
TRENCHING MACHINE: Trenching Machine operator, digging
capacity over 3 ft depth; Back filling machine operator;
TUNNEL: Mucking machine operator
GROUP 5: ASPHALT: Extrusion Machine Operator; Roller -
operator (any asphalt mix); Asphalt Burner and
Reconditioner Operator (any type); Roto - Mill, pavement
profiler, ground man; BULLDOZERS: Bulldozer operator,
20,000 lbs. or less or 100 horse or less; COMPRESSORS:
Compressor Operator (any power), over 1,250 cu. ft. total.
capacity; COMPACTORS: Compactor Operator, including
vibratory; Wagner Pactor Operator or similar. type (without
blade); CONCRETE: Combination mixer and Compressor
Operator, gunite work; Concrete Batch Plant Quality Control
Operator; Beltcrete Operator; Pumperete Operator (any
type); Pavement Grinder and /or Grooving Machine Operator
(riding type); Cement Pump Operator, Fuller- Kenyon and
similar; Concrete Pump Operator; Grouting Machine Operator; �
Concrete mixer operator, single drum, under (5) bag
capacity; Cast- in place pipe laying machine; maginnis
Internal Full slab vibrator operator; Concrete finishing
mahine operator, Clary, Johnson, Bidwell, Burgess Bridge
deck or similar type; Curb Machine Operator, mechanical
Berm, Curb and /or Curb and Gutter; Concrete Joint Machine
Operator; Concrete Planer Operator; Tower Mobile Operator;
Power .jumbo Operator setting slip forms in tunnels; Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Concrete Paving Machine Operator; Concrete
Finishing Machine Operator; Concrete Spreader Operator;
CRANE: �elicopter Hoist Operator; Hoist Operator, single
drum; Elevator Operator; A -frame Truck Operator, Double
drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR:
Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and
Earth Boring Machine Operator; Vacuum Truck; Directional
Drill Operator over 20,000 lbs pullback; FLOATING
EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or
robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe
Operator, wheel type (Ford, John Deere, Case type);
Hydraulic Backhoe Operator track type up to and including
WA030001 Modification 26
Federal Wage Determinations
f
S
24
25
20,000 lbs.; LOADERS: Loaders, rubber- tired type, less
than 25,000 lbs; Elevating Grader Operator, Tractor Towed
requiring Operator or Grader; Elevating loader operator,
Athe•y and similar types; OILERS: Service oiler (Greaser);
_
PIPELINE- SE.WER WATER: Hydra hammer or simiaar types;
Pavement Breaker Operator; PUMPS: Pump Operator, more than
5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT:
Locomotive Operator, under 40 tons; Ballast Regulator
-
Operator; Ballast Tamper Multi - Purpose Operator; Track
Liner Operator; Tie Spacer Operator; Shuttle Car Operator;
Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat
wagon DJBs Volvo s..milar types; Conveyored material hauler;
SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled;
Pulva - mixer or similar types; Chiip Spreading machine
I
operator; Lime spreading operator, construction job liter;
SWEEPERS: Sweeper operator (Wayne type) self- propelled
construction job site; TRACTOR - RUBBER TIRED: Tractor
operator, rubber- tired, 50 hp flywheel and under; Trenching
machine operator, maximum digging capacity 3 ft depth;
TUNNEL: Dinkey
GROUP 6: ASPHALT: Plant Oil.er; Plant Fireman; Pugmill
v.
Operator (any type); Truck mounted asphalt spreader, with
screed; COMPRESSORS: Compressor Operator (any power), under
1,250 cu. ft. total capacity; CONCRETE: Plant Oiler,
Assistant Conveyor Operator; Conveyor Operator; Mixer Box
Operator (C.T.B., dry batch, etc.); Cement Hog Operator;
Concrete Saw Operator; Concrete Curing Machine Operator
�
(riding type); Wire Mat or Brooming Machine Operator;
CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler
Driver; A -frame Truck Operator, single drum; 'Tugger or
Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher
Feederman; CRUSHER: Crusher oiler; Crusher feederman;
�-
DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT:
Deckhand; Boatman; FORKLIFT: Self - propelled Scaffolding
j
Operator, construction job site (exclduing working
platform); cork Lift or Lumber Stacker Operator,
construction job site; Ross Carrier Operator, construction
job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL
f
EQUIPMENT: Oiler; Auger Oiler; Oiler, combination. guardrail
-
machines; Guardrail Punch Oiler; HEATING PLANT: Temporary
Heating Plant Operator.; LOADERS: Bobcat, skid steer (less
t j
than 1 cu yd.); Bucket Elevator Loader Operator,
l
Ba.rberGreer_e and similar types; OILERS: Oiler; Guardrail
Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade
Oiler, required to check grade; Gracie Checker; Rigger;
PIPELINE- SEVIER WATER: Tar Pot Fireman; Tar Pot Fireman
(power agitated); PUMPS: Pump Operator (any power);
Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman;
Oiler; Switchman; Motorman; Ballast Jack Tamper Operator;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler,
`
Grade Oiler (required to check grade); Grade Checker;
Fireman; SWEEPER: Broom operator, self propelled,
construction job site; SURFACING (BASE) MATERIAL: Roller
Operator, grading of base rock (not asphalt); Tamping
Machine operartor, mechanical., self - propelled; Hydrographic
'
Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade
1
WA030001 Modification 26
Federal Wage Deterrninations
25
I
Oiler; TUNNEL: Conveyor operator; Air filtration equipment '
operator
----------------------------------------------------------------
ENGI0701 -003 06/01/2004
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKA.MANIA, AND
W H- KIAKUM COUNTIES j
r
DREDGING:
Rates Fringes
Dredging:
ZONE A
ASSISTANT ENGINEER ......... $ 31.52 9.75
ASSISTANT MATE .............S 27.62 9.75
LEVER IAN, DIPPER,
FLOATING CLAMSHELL• ......... $ 33.84 9.75
LEVERIMA_N, HYDRAULIC ........$ 33.84 9.75
TENDERM�AN ..................$ 30.46 9.75
ZONE B
ASSISTANT ENGINEER ......... $ 33.52 9.75
ASSISTANT MA'Z'E .............$ 29.62 9.75
LEVERMAN, DIPPER,
FLOATING CLAMSHELL ......... $ 35.84 9.75
LEVERM N, HYDRAULIC ........ $ 35.84 9.75
TENDERrLAN ..................$ 32.46 9.75
ZONE C
ASSISTANT ENGINEER ......... $ 34.52 9.75
ASSISTANT MATE .............$ 30.62 9.75
LEVERMAN, DIPPER,
FLOATING CLAMSHELL ......... $ 36.84 9.75
LEVERNLAN, HYDRAULIC ........ $ 36.84 9.75 I '
TENDERMAN ..................S 33.46 9.75
ZONE DESCRIPTION FOR DREDGING:
ZONE A - All jobs or projects located within 30 road miles of
Portland City Hall.
ZONE B - Over 30 -50 road miles from Portland City Hall.
ZONE C - Over 50 road miles from Portland City Hall.
*All jobs or projects shall be computed from the city hall by
the shortest route to the geographical center of the
project.
----------------------------------------------------------------
IRON0014 -005 07/01/2004
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORI:ELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes .I
Ironworker .....................$ 26.87 13.30
----------------------------------------------------------------
1
WA030001 Modification 26 26
Federal Wage Determinations
r,
WA030001 Modification 26
Federal Wage Deteniiinations
{ J
27
IRON0029 -002 07/01/2004
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAI NIA, AND WAHKAIKUM
COUNTIES
Rates
Fringes
Ironworker .....................$ 28.47
13.30
i
----------------------------------------------------------------
IRON0086 -002 07/01/2004
YAKIM.A, KITTITAS AND CHELAN COUNTIES
-,
Rates
Fringes
Ironworker .....................$ 28.02
13.30
� '
----------------------------------------------------------------
IRON0086 -004 07/01/2004
l�J
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND
WHATCOM COUNTIES
Rates
Fringes
-1
J----------------------------------------------------------
Ironworker .....................$ 29.82
13.30
- - - - --
r,
WA030001 Modification 26
Federal Wage Deteniiinations
{ J
27
LABOOOOl -002 066/01/2004
ZONE 1:
Rates Fringes
Laborers:
CALLAM, GRAYS HARBOR,
ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON,
PACIFIC (NORTH OF STRAIGHT
LINE MADE BY EXTENDING THE
NORTH BOUNDARY WA.HKIAKUM
COUNTY WEST TO THE PACIFIC
OCEAN), PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH,
THURSTON AND WHATCOM COUNTIES
GROUP 1 ....................$ 1.9.96
7.70
GROUP 2 ....................$ 20.28
7.70
GROUP 3 ....................$ 24.96
7.70
GROUP 4 ....................$ 25.44
7.70
GROUP 5 ....................$ 25.80
7.70
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN),
KITTITAS AND YAKIMA. COUNTIES
GROUP I ....................$ 14.70
7.70
GROUP 2 ....................$ 17.02
7.70
GROUP 3 ....................$ 18.74
-7.70
GROUP 4 ....................$ 19.22
7.70
GROUP 5 ....................$ 19.58
7.70
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $ .70
ZONE 3 - $1.00
BASE POINTS: CHELAN, SUNNYSID`;, WENATCHEE, AND
YAKIMA
ZONE 1 - Projects within 25 radius miles of
the respective
city hall
ZONE 2 - More than 25 but less than 45 radius
miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the
respective city ha
BASE POINTS: BSELLINGHAM, MT. VERNON, EVERETT,
SEATTLE, KENT,
TACOMI -A, OLYMPIA, CENTRALIA, ABERDEEN, SHEL•TON,
PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of
the respective
city hall
ZONE 2 - More than 25 but less than 45 radius
miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the
respective city ha
WA030001 Modification 26
Federal Wage Determinations
I l
i
28
LABORERS CLASSIFICATIONS
GROUP 5: Caisson worker; Miner; Powderman; Re- Timberman;
Hazardous Waste worker (Level A).
---------------------------------------------------------- - - - - --
WA030001 Modification 26
Federal Wage Determinations
29
GROUP 1: Landscaping and Planting; Watchman; window
Washer/Cleaner (detail clean -up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
-
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
_
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
�(
Chipping Gun (under 30 l.bs.); Choker Setter; Chuck Tender;
•
Clean -up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C); Maintenance Person; Material Yard
Person; Pot Tender; Rip Rap Person; Riggers; Scale Person;
J
J
Sioper Sprayer; Signal Person; Stock Paler; Stake Hopper;
Toolroom Man {at job site); Topper- Tailer; Track Laborer;
Truck Spotter; Vinyl. Seamer
GROUP 4: Cement Dumper- Paving; Chippin g Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper /Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
j
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level. B); High Scaler;
Jackhammer; Laserbeam Operator; Manhole Builder- Mudman;
-'
Mortarman and Hodcarrier; Nozzleman (concrete pump, green
cutter when using combination of high pressure air and•
water on concrete and rock, sandblast, gunite, shotcrete,
�i
water blaster, vacuum blaster); Pavement Breaker; Pipe
Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not
insert type); Pipe wrapper; Power Jacks; Railroad Spike
Puller- Power; Raker- Asphalt; Rivet Buster; Rodde.r; Sl.oper
_
(over 20 ft); Spreader (concrete); Tamper and Similar
electric, air and glas operated tool; Timber Person -sewer
�j
(lagger shorer and cribber); Track Liner Power; Tugger
Operator; Vibrator; Well Point Laborer
GROUP 5: Caisson worker; Miner; Powderman; Re- Timberman;
Hazardous Waste worker (Level A).
---------------------------------------------------------- - - - - --
WA030001 Modification 26
Federal Wage Determinations
29
LAB00238 -004 06/0i/2004
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH
MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN,
PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMiAN COUNTIES
Zone Differential. (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0 -45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape- Laborer; Scal.eman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flag-person);
Window washer /Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean -up Laborer;
Concrete Crewman (to -include stripping of forms, hard
operating jacks on siip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machsne,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean -up,
burning, loading, wrecking and salvage of all material);
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender.; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right -of -way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly & dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel); Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (wate.r, nozzle); Timber Bucker and Faller (by
hand); 'Track Laborer (RR); Truck Loader; Nell -Point Man;
All Other Work Classifications Not Specially Listed Shall.
Be Classified As General Laborer
i
1WA030001 Modification 26 30
Federal Wage Determinations
I
Rates
Fringes
Laborers:
ZONE 1:
GROUP
1 ....................$
17.46
6.80
GROUP
2 ....................$
19.56
6.80
GROUP
3 ....................$
19.83
6.80
GROUP
4 ....................$
20.10
6.80
GROUP
5 ....................$
20.38
6.80
GROUP
6 ....................$
21.75
6.80
Zone Differential. (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0 -45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape- Laborer; Scal.eman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flag-person);
Window washer /Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean -up Laborer;
Concrete Crewman (to -include stripping of forms, hard
operating jacks on siip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machsne,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean -up,
burning, loading, wrecking and salvage of all material);
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender.; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right -of -way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly & dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel); Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (wate.r, nozzle); Timber Bucker and Faller (by
hand); 'Track Laborer (RR); Truck Loader; Nell -Point Man;
All Other Work Classifications Not Specially Listed Shall.
Be Classified As General Laborer
i
1WA030001 Modification 26 30
Federal Wage Determinations
I
1 '
i
GROUP 3: Aspaalt Raker; Asphalt Roller, walking; Cement
Finisher Tender; Concrete Saw, walking; Demolition Torch;
Dope Pot Firemen, non - mechanical; Driller 'Fender (when
required to move and position machine); form Setter,
Paving; Grade Checker using level; Hazardous Waste Worker,
Level C (uses a chemical "splash suit" and air purifying
respirator); Jackhammer Operator; Miner, Class "B" (to
include brakeman, finisher, vibrator, form setter);
Nozzleman (to include squeeze and flo -crete nozzle);
Nozzleman, water, air or steam; Pavement Breaker (under 90
lbs.); Pipelayer, corrugated metal culvert; Pipelayer,
multi- plate; Pot Tender; Power. Buggy Operator; Power Tool
Operator, Gas, electric, pneumatic; Railroad Equipment,
power driven, except dual. mobile power spiker or puller;
Railroad Power Spiker or Puller, dual mobile; Rodder and
Spreader; Tamper (to include operation of Barco, Essex and
similar tampers); Trencher, Shawnee; Tugger Operator; Wagon
Drills; Mater Pipe Liner; Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to
include horizontal construction joint cleanup brush
machine, power propelled); Caisson worker, free air; Chain
Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high);
Gunite (to include operation of machine and nozzle);
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical "splash suit"); High Scaler;
Laser Beam Operator (to include grade checker acid elevation
control); Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels);
Monitor Operator (air track or similar mounting); Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
1,200 lbs., jet blast machine power propelled, sandblast'
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
include working topman, caulker, col.larman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer); Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self- contained breathing apparatus or a supplied air lire);
Miner Class "D ", (to include raise and shaft miner, laser
beam operator on riases and shafts)
GROUP 6 - Powderman
WA030001 Modification 26
Federal Wage Determinations
31
. I
LAB00238 -006 06/01/2004
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN,
OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN
Rates Fringes
Hod Carries ....................$ 21.05 6.80
----------- - ----------------------------------------------------
LA.BO0335 -001 06/01/2004
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUN COUNTY
WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1 ....................$ 23.73 7.50
GROUP 2 ....................5 24.2.7 7.50
GROUP 3 ....................$ 24.68 7.50
GROUP 4 ....................$ 25.03 7.50 _
GROUP 5 ....................$ 21.44 7.50
GROUP 6 ....................$ 19.22 7.50
GROUP 7 ..................:.$ 16.30 7.50 --
Zone Differential (Add to Zone l rates):
Zone 2 $ 0.65
'Lone 3 - 1. ].5
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall. _
I i
WA030001 Modification 26 32
Federal Wage Determinations -,
33
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change -House Man or Dry
?_-
Shack Man; Choker Setter; Clean -up Laborers; Curing,
Concrete; Demolition, wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Guard Rail, Median Rail Reference Post,
Guide Post, Right of May Marker; Fine Graders; Fire Watch;
Form Strippers (not swinging stages); General Laborers;
Hazardous Waste worker; Leve.rman or Aggregate Spreader
'
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
-,
Operator or Similar Types; Railroad Track Laborers; Ribbon
r
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); weight -Man- Crusher
(aggregate when used)
GROUP 2: Applicator (including pot power tender for sane),
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw); Burners; Choker Splicer; Clary Power Spreader and
�l
similar types; Clean- up Nozzleman -Green Cutter (concrete,
rock, etc:); Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime); Tool
F-)
Operators (includes but not limited to: Dry Pack Machine;
1
Jackhanuner; Chipping Guns; Paving Breakers); Pipe Doping
and wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Met);
j
Stake - Setter; Tunnel- Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
-�
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
.rubber- mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers {covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring -down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Failing); Pumperete Nozzlemen;
Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
jacks, Tugger Operator; Tunnel -C ?luck Tenders, Nippers and
i
Timbermen; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls);
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)- applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman -Dinky
-,
Locomotive - Tunnel; Powderman- Tunnel; Shield Operator - Tunnel
WA030001 Modification 26
Federal Wage Determinations
33
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers -
---------------------------------------------------------- - - - - -- _
LAB00335 -010 06/01/2004
r ,
CLARK, COWLITZ, KLICKITAT, PACIFIC {SOUTH OF A STRAIGHT LINE
14ADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKZAKUM COUNTY
WEST TO THE PACIFIC OCEAN }, SKAMANiA AND WAHKIAKUM COUNTIES
Rates Fringes
Hod Carrier ....................$ 25.49 7.50
----------------------------------------------------------------
PAIN0005 -002 06/01/2004
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC {SOUTH},
S KAMAN IA, AND 51AHKIAKUM COUNTIES
Rates Fringes ti
Painters:
STRIPERS ....................$ 22.74 9.16
----------------------------------------------------------------
PAIN0005 -004 03/01/2004
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAO JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Painter ........................$ 24.36 6.41 -
---------------------------------------------------------- - - - - --
l�
WA030001 Modification 26 34
Federal Wage Dete inations
WA030001 Modification 26
Federal Wage Determinations
35
PAIN0005 -006 07/01/2004
_
ADAMS, ASOTIN; BENTON AND FRANKLIN
(EXCEPT
U.NFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY,
GARFIELD,
GRANT, KITTITAS,
LINCOLN, OKA.NOGA.N, FEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA,
WHITMA I AND YAK.IMA COUNTIES
r ,
Rates
Fringes
Painters:
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, hater
and Sandblasting, Bridges,
Towers, Tanks, Stacks,
Steeples ....................$
19.39
6.43
Brush, Roller, Striping,
Steam- cleaning and Spray .... $
18.89
6.43
Lead Abatement, Asbestos
Abatement ...................$
19.89
6.43
`,.
�{
TV Radio, Electrical
J
Transmission Towers .........$
20.64
6.43
f
'"$.70 shall be paid over and above
the basic wage rates
(
listed for work on swing stages
and high
work of over 30
feet.
----------------------------------------------------------------
PAIN0055 -002 07/01/2003
CLARK, COWLITZ, KLICKITAT, PACIFIC,
SKAMANIA, AND WAHKIAKUM
(
COUNTIES
Rates
Fringes
Painters:
Brush & Roller. .$
17.61
6.12
High work - All work 60
�—
ft. or higher ...............$
18.36
6.12
Spray and Sandblasting ...... $
----------------------------------------------------------------
18.21
6.12
PAIN0055 -007 06/01/2004
ttt
CLARK, COWLITZ, KLICKITAT, SF-AWiNIA and WAHKIAKUM COUNTIES
_
Rates
Fringes
1
Painters:
HIGHWAY AND PARKING LOT
—.
STRIPER .....................$
----------------------------------------------------------------
23.99
8.05
WA030001 Modification 26
Federal Wage Determinations
35
PLAS0072 -004 06/01/2004
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
I�
Rates Fringes
Cement Mason
ZONE 1: ..................... 22.48 7.28 I
1.
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston '
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528 -00! 06/01/2004
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, i
MJ SON, PACIFIC (NORTH), PIERCE,, SAN JUAN, SKAGIT, SNOHOMISH, i
THURSTON, AND WHATCOM COUN'T'IES
Rates Fringes
Cement Masons:
CEMENT MASON ................$ 29.14 10.87
COMPOSITION, COLOR MASTIC,
TROWEL MACHINE, GRINDER,
POWER TOOLS, GUNNITE NOZZLE.$ 29.39 10.87
----------------------------------------------------------------
PLAS0555 -002 06/01/2004
CLARK, COWLI'TZ, KLICKITAT, PACIFIC (SOUTH), SIK8,MANIA, AND
WAHKIAKUM COUNTIES
ZONE 1:
l i
WA030001 Modification 26 36 -
Federal Wage Determinations -
Rates
Fringes
Cement Masons:
_
CEMENT MASONS DOING BOTH
COMPOSITION /POWER
MACHINERY AND
SUSPENDED /HANGING SCAFFOLD..$
26.45
10.80
CEMENT MASONS ON
SUSPENDED, SWINGING AND /OR
HANGING SCAFFOLD ............
$ 26.47
10.80
CEMENT MASONS ...............$
25.59
_
00.80
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS ...
$ 26.47
10.80
l i
WA030001 Modification 26 36 -
Federal Wage Determinations -
~;
Rates
Fringes
Zone Differential (Add To Zone 1
Rates):
12.78
Zone 2 - $0.65
----------------------------------------------------------------
PLUM004y -003 06/01/2004
Zone 3 - 1.15
ADAMS (NORTHERN PART), ASOTIN
Zone 4 - 1.70
FERRY (EASTERN]
Zone 5 - 2.75
STEVENS, SPOKANE,
-
BASE POINTS: BEND, CORVALLIS,
EUGENE, LONGVIEW, MEDFORD,
i
PORTLAND, SALEM, THE DALLES, VANCOUVER
"LONE 1: Projects within 30 miles
of the respective city hall
ZONE 2: More than 30 miles but
less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but
less than 50 miles from the
-,
respective city hall.
ZONE 4: More than 50 miles but
less than 80 miles from the
-t
respective city hall.
`
ZONE 5: More than 80 miles from
the respective city hall
s
----------------------------------------------------------------
PLUM0032 -002 01/01/2005
CLALLF.M, KING AND JEFFERSON COUNTIES
Rates Fringes
Plumbers and Pipefitters .......
$ 35.63
-------------------------------------------
PLUM0032 -003 01/01/2005
---15_43 -
- - - - -- - - - - --
CHELAN, KITT.I.TAS (NORTHERN TIP),
DOUGLAS (NORTH), AND OKANOGAN
(NORTH) COUNTIES
~;
Rates
Fringes
'
Plunfoers and Pipefitters ....... $ 25.88
12.78
it
----------------------------------------------------------------
PLUM004y -003 06/01/2004
ADAMS (NORTHERN PART), ASOTIN
(CLARKSTON ONLY),
FERRY (EASTERN]
PP.RT), LINCOLN, PEND ORIELLE,
COUNTIES
STEVENS, SPOKANE,
AND WHITMAN
Rates Fringes
Plumbers and Pipefitters ....... $ 28.21 11.24
---------------------------------------------------------- - - - - --
l_ J
- ` WA030001 Modification 26
Federal Wage Determinations
37
PLUM0082 -001 01/01/2005
CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR,
LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAYIANIA,
THURSTON AND WAHKIAKUM COUNTIES
:gates Fringes
Plumbers and Pipefitters ....... $ 31.90 13.77
----------------------------------------------------------------
PLUM0265 -003 01/01/2005
1
ISLAND, SKAGIT, SNOHOMISH, SAN JUAN AND WHATCOiM COUNTIES
Rates Fringes
Plumbers and Pipefitters ....... $ 31.60 13.77
----------------------------------------------------------------
* PLUM0290 -003 04/01/2005
CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND)
Rates Fringes --
Plumbers and Pipefitters ....... $ 33.16 15.09
----------------------------------------------------------------
PLUM0598 -005 06/01/2004
ADAMS (SOUTHERN PART'), ASOTIN (EXCLUDING THE CITY OF
CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY
(WESTERN PART), rRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT
NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN r
(EASTERN), WALLA WALLA AND YAKIMA COUNTIES �
Rates Fringes
Plumber ........................$ 31.57 1.5.25 _
----------------------------------------------------------------
r�
WA030001 Modification 26 38
Federal Wage Determinations
PLUM0631 -001 01/01/2005
MASON WE SECTION), AND KITSAP COUNTIES
1
Rates Fringes
_7
Plumbers and Pipeitters
All new construction,
additions, and remodeling
of commercial building
projects such as: cocktail
lounges and taverns,
professional buildings,
medical clinics, retail
stores, hotels and motels,
restaurants and fast food
types, gasoline service
t
stations, and car gashes
where the plumbing and
mechanical cost of the
project is less than
$100,000. .$
21.45
5.18
A11 other wort where the
plumbing and mechanical
cost of the project is
$100,000 and over ...........
$ 30.99
13.77
----------------------------------------------------------------
TEAM0037 -002 06/01/2004
(
I
(,
CLARK, COWLITZ, KLICKITAT, PACIFIC
(South
of a straight: line
made by extending the north boundary
line
of Wahkiakum County
r
i
west to the Pacific Ocean) , SKAMANIA,
AND
WAHKIR -CUPS COUNVIES
� S
Rates
Fringes
Truck drivers:
ZONE, 1
GROUP 1 ....................$
24.15
9.50
GROUP 2 ....................$
24.27
9.50
f-
GROUP 3 ....................$
24.40
9.50
GROUP 4 ....................$
24.66
9.50
GROUP 5 ....................$
24.88
9.50
GROUP 6 ....................$
25.04
9.50
J
GROUP 7 ....................$
25.24
9.50
l
l !
1
WA030001 Modification 26
Federal Wage Determinations
39
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70 i
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the !_
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hail.
ZONE 5: More than 80 miles from the respective city hall.
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w /load bearing
surface; Articulated dump truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated); Concrete
pump truck; Dump Trucks, side, end and bottom dumps, ;
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on jobs site); Loader and /or Leverman on Concrete Dry Batch -
Plant (manually operated); Pilot Car; Pickup truck; Solo ,
Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; -
Truck Mechanic Tender; Slater Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman, '
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
GROUP 2: Boom truck /hydra lift or retracting crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks /articulated dumps 6 cu to 10 cu.; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver - Straddle Carrier (used in loading,
unloading and transporting of materials on job site); Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix truuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum trucks; Slater truck /Wagons (rated capacity) over
3,000 to 5,000 gallons
I
WA030001 Modification 26 40 -
Federal Wage Determinations
r�
i driver; Dump trucks,
GROUP 3: Ammonia nitrate distributor
side, end and bottom dumps, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
` including 30 cu. yds. includes Articulated dump trucks;
Selfpropelled street sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds.; Truck
Mechanic - Welder -Body Repairman; Utility and cleanup truck;
F Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt burner; Dump Trucks, side, end and bottom
comps, including Semi- Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes articulated dump trucks; Fire guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wdagon (rated capacity) over 10,000
gallons to 15,000 gallons
- GROUP 5: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 50 cu.
yds. and including 60 cu. yds. includes articulated dump
trucks
�_, GROUP 6: Bulk cement spreader w/o auger; Dry prebatch
concrete mix trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including BO cu. yds., and
ll s includes articulated dump trucks; Skid truck
S~ GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes articulated dump
trucks; Industrial lift truck (mechanical tailgate)
' ----------------------------------------------------------------
-' TEAM0174 -001 06/01/2004
I _�
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, • LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary •line of Wahkiakum County .rest to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WH.ATCOM COUNTIES'
ZONE B (25 -45 miles from center of
per hour to Zone A rates.
ZONE C (over 45 miles from centr of
$1.00 per hour to Zone A rates.
WA030001 Modification 26
Federal Wage Determinations
listed cities *): Add $.70
listed cities{}: Add
31
Rates
Fringes
Truck drivers:
ZONE A:
GROUP
1: ...................
$ 26.39
11.08
GROUP
2: ...................
$ 25.81
11.08
GROUP
3: ...................
$ 23.41
11.08
GROUP
4 :...................$
19.16
11.08
GROUP
5: ...................
$ 26.15
11.08
ZONE B (25 -45 miles from center of
per hour to Zone A rates.
ZONE C (over 45 miles from centr of
$1.00 per hour to Zone A rates.
WA030001 Modification 26
Federal Wage Determinations
listed cities *): Add $.70
listed cities{}: Add
31
*Zone pay
will be calculated from the
• -i
city center of the
following
listed cities:
BELLINGHAM
CENTRALIA
RAYMOND
r
OLYMPIA
EVERETT
SHELTON
ANACORTES
BELLEVUE
SEATTLE,
PORT ANGELES
MT. VERNON
KENT
TAC0MJA
PORT ^aOWNSEND
ABERDEEN
BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "P.- frame or Hydralift" trucks and Boom trucks or
similar equipment when "A" frame or " Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotraile.r., Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid
Two and Four - wheeled power tractor with trailer and similar _
top- loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi- trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, . Flaherty Transit mix used
exclusively in heavy construction; water Wagon and Tank
•T-ruck -3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four - wheeled power tractor with trailer and similar
top- loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi- trucks and trains r !
or combinations thereof with less than 16 yards capacity;,
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Nan and /or Tire Service Man; ,
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno -Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber - tired) (when used within Teamster jurisdiction);
I `
Vacuum truck; Water Wagon and Tank trucks -less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
WA030001 Modification 26 42 -
Federal Wage Determinations
1
HAZM.1%T PROJECTS
_
Anyone working on a HAZMAT job, where HAZMAT certification is
5
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
tom.
respirator or additional protective clothing.
r
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is
pp provided in conjunction with
a chemical "splash suit."
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self- contained breathing apparatus
or a supplied air line.
s �
--------------------------------------------------------- -------
TE.AM0760 -002 06/01/2004
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
S
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAP. AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (ANYONE
Y%'ORKING ON HAZMAT JOBS SEE
:FOOTNOTE A BELOW)
t
ZONE 1: (INCLUDES ALL OF
YAKIMA COUNTY)
GROUP 1 ....................$ 17.83 9.50
GROUP 2 ....................$ 20.10 9.50
GROUP 3 ....................$ 20.60 9.50
GROUP 4 ....................$ 20.93 9.50
GROUP 5. .$ 21.04, 9.50
?
GROUP 6 ....................$ 2i.21 9.50
GROUP 7 ....................$ 21.74 9.50
GROUP B ....................$ 22.07 9.50
Zone Differential (Add to Zone i rate: Zone 2 - $2.00)
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
L
Zone 1: 0 -45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
f under); Leverperson (loading trucks at bunkers); Trailer
' Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
- Stationary Fuel Operator; Tractor (small, rubber - tired,
pulling trailer or similar equipment)
i
1!
WA030001 Modification 26
n
Federal Wage Detemiinations
43
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Flat Bed Truck with Hydraullic System; Fork Lift
(3001 - 16,000 lbs.); Fuel Truck Driver, Steamcl.eaner &
Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; -'
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar); Tireperson; Transit Mixers & "i
Truck Hauling Concrete (3 yd. to & including 6 yds.);
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.); Warehouseperson (to include
shipping & receiving); Wrecker & Tow Truck
GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; _)
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0 -8,000 gallons)
GROUP 5: Duirptor (over 6 yds.); Lowboy (50 tons & under);
Self- loading Roll Off; Semi -Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete !
(over 6 vds. to and including 10 yds.); Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.);
Truck- Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuwii Truck (super
sucker, guzzler, etc.) t
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 1.0 yds. to & including 20
yds.); Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.); Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel. -power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Wank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer); Transit Mixers & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with _
load bearing surface either mounted or pulled (16 through
25 tons);
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materiais
Footnote A - Anyone working on a HAZKAT job, where HAZMAT
certification is -required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C -D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self - contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
WA030001 Modification M
Federal Wage Determinations
44 s'
I �
NOTE:
'trucks Pulling Equipment Trailers: shall receive $.15 /hour
over applicable truck rate
-------------------- - - - - -- -----------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
5 1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
} a survey underlying a wage determination
j a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including .requests
for summaries of-surveys, should be with the wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
{ Davis -Bacon survey progra,n. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
r�
i
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
t
WA030001 Modification 26
Federal Wage Determinations
45
r
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.3 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage ;
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Deoartment of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
i
END OF GENERAL DECISION
WA030001 Modification 26 46
Federal gage Determinations
i
State of Washington
j-- ,
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section - Telephone (360) 902 -5335
PO Box 44540, Olympia, WA 95504 -4540
_
Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits.
On public works projects, workers' wage and benefit rates must add to not less than this total.
A brief
_
description of overtime calculation requirements is provided on the Benefit Code Key.
SPOKANE COUNTY
Effective 03 -03-05
rrrttt rrrrrrrrrrrrrtt tfrfrrrrrrrrrrr+ rrrrrrrr�rrrrrrrrrrrrrrr+ rrrrrrrr* �srrrrrirrtrtrrr ,tfrrkrrrr+rrtr *rrrr :rrrt : *rrr
(Sae Benefit Code Key)
Over
PREVAILING
Time
Holiday
Note
Classification WAGE
Codes
Code
Code
ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL $26.31
IM
5D
BOILERMAKERS
JOURNEY LEVEL $44.97
1B
5N
BRICK AND MARBLE MASONS
JOURNEY LEVEL 533.02
iA4
5A
CABINET MAKERS (IN SHOP)
JOURNEY LEVEL $14.75
1
CARPENTERS
IJ
(
CARPENTER $30.66
1B
5A
BN
MILLWRIGHT AND MACHINE ERECTORS $31.76
SB
5A
8N
PILEDRIVER/CARPENTER $30.65
1B
5A
8N
-
PILEDRIVER/DRIVING, PULLING, CUTTING. PLACING COLLARS, S30.92
16
5A
8N
I
SETTING, WELDING, OR CREOSOTE TREATED MATERIAL ON ALL
CEMENT MASONS
JOURNEY LEVEL $29.76
IN
5D
DIVERS 8 TENDERS
�I
DIVER $64.95
iB
5A
8A
I i
DIVER TENDER $34.75
i6
5A
DIVING MASTER $41.95
18
5A
SURFACE RCV 8 ROV OPERATOR S34.75
16
5A
SURFACE RCV 8 ROV OPERATOR TENDER $32.54
18
5A
DREDGE WORKERS
ASSISTANT ENGINEER $32.22
1N
5D
BD
ASSISTANT MATE (DECKHAND) $31.85
IN
50
8D
BOATMEN 532.22
IN
5D
8D
ENGINEER WELDER S31.85
IN
5D
8D
LEVERMAN, HYDRAULIC 532.64
IN
5D
8D
MAINTENANCE . 531.75
1N
50
8D
�
MATES $32.22
IN
5D
BD
I
OILER $31.65
1N
5D
BD
L 4
DRYWALL TAPERS
JOURNEY LEVEL $27.84
SP
5A
ELECTRICIANS - INSIDE
JOURNEY LEVEL $35.96
11
51
ELECTRICIANS - POWERLINE CONSTRUCTION
CABLE SPLICER S50.84
4A
SA
CERTIFIED LINE WELDER $46.37
4A
5A
f }
GROUNDPERSON $33.64
4A
5A
HEAD GROUNDPERSON $35.46
4A
5A
L -�
HEAVY LINE EQUIPMENT OPERATOR $46.37
4A
5A
JACKHAMMER OPERATOR $35.46
4A
5A
JOURNEY LEVEL LINEPERSON S46.37
4A
5A
LINE EQUIPMENT OPERATOR $39.50
4A
5A
POLE SPRAYER $46.37
4A
5A
POWDERPERSON $35.46
4A
5A
ELECTRONIC 8 TELECOMMUNICATION TECHNICIANS
JOURNEY LEVEL $12.07
1
ELEVATOR CONSTRUCTORS
MECHANIC $52.27
4A
60
MECHANIC IN CHARGE S57.41
4A
60
FENCE ERECTORS
FENCE_ ERECTOR $12.80
1
'
i
Pagel
r
SPOKANE COUNTY
' --
Effective 03 -03-05
4Mr rIMr MM• Fft�ttlrttt*** fQt�tttl ! *ff/r * *t *� * *lfrl� *at1r1- k *�#•* DER" MiR• MMMMWYilrtt4�l tt* ttttf* t*
�rYrf 44Yttiitttt
ltMtftltYr}iF�•4�•t1r
I
(See Benefit Code Key)
Over
PREVAILING
Time
Holiday Note
Classification
WAGE
Code
Code Cpde ;
FLAGGERS
JOURNEY LEVEL
$24.21
1 M
5D
GLAZIERS
JOURNEY LEVEL
$20.08
1
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC
$20.09
1
HOD CARRIERS & MASON TENDERS
;
JOURNEY LEVEL
$27.80
iM
50
INSULATION APPLICATORS
JOURNEY LEVEL
$14.66
1
IRONWORKERS
JOURNEY LEVEL
$41.77
1 B
SA i
LABORERS
ASPHALT RAKER
$26.85
1M
50
ASPHALT ROLLER, WALKING
$26.58
IM
5D
BRUSH HOG FEEDER
$26.31
1M
5D
BRUSH MACHINE
$26.85
1/..
50
CARPENTER TENDER
$26.31
11M
5D
CASSION WORKER
$26.85
1M
5D
CEMENT FINISHER TENDER
$26.58
1M
5D
CEMENT HANDLER
$26.31
IM
5D
CHAIN SAW OPERATOR AND FALLER
$26.85
1 M
50
CLEAN -UP LABORER
$26.31
1 M
5D
CONCRETE CREWMAN
$26.31
1 M
5D
CONCRETE SAW, WALKING
$26.58
IM
50
CONCRETE SIGNALMAN
$26.31
1M
5D
CONCRETE STACK
S26.B5
1M
5D
CRUSHER FEEDER
$26.31
1 M
5D
DEMOLITION
$26.31
1M
5D
DEMOLITION TORCH
$26.58
1 M
5D
DOPE POT FIREMAN
$26.58
1M
5D
DRILL HELPER, WHEN REQUIRED TO MOVE AND POSITON
$26.58
1M
50
DRILL WITH DUAL MASTS
$27.13
1M
5D
DRILL, AIR TRACT
$26.85
1M
5D
DRILLS, WAGON
$26.58
1M
50
DUMPMAN
$26.31
1M
50
EROSION CONTROL WORKER
$26.31
1M
5D
FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT
$24.21
1 M
5D
construction dcbris cleanup)
FIRE WATCH
S26.31
1M
5D
FORM CLEANING MACHINE FEEDER, STACKER
526.31
1M
5D
FORM SETTER, PAVING
S26.58
1 M
50
GENERAL LABORER
526.31
1M
5D
GRADE CHECKER USING LEVEL, OPTIONAL
$26.58
1 M
5D
GROUT MACHINE HEADER TENDER
$26.31
1M
5D
GUARDRAIL ERECTOR
$26.31
1M
5D
GUNITE NOZZLEMAN
$26.65
1M
5D
HAZARDOUS WASTE WORKER LEVEL A
$27.13
1M
5D
HAZARDOUS WASTE WORKER LEVEL B
$26.85
1M
5D
HAZARDOUS WASTE WORKER LEVEL C
$26.58
1M
5D
HAZARDOUS WASTE WORKER LEVEL D
$26.31
1164
5D
HIGH SCALER
$26.85
1h.
5D
JACKHAMMER
$26.58
1M
5D
LASER BEAM OPERATOR
$26.85
1M
50
MINER, CLASS -A-
$26.31
1M
50
MINER, CLASS "B"
$26.58
11,9
SD
MINER, CLASS "C'
$26.85
1 M
50 1
MINER, CLASS "D"
$27.13
1M
5D i
Page 2
i
,
Yom,
-
SPOKANE COUNTY
Effective 03 -03-05
�
t*, �rww+ rtttt+ iswttwt�ttttttt* tt rtwwsrwwttrrttt; ttt** swrwwr rrt�t** rst,
wwttwrrwt+ rtta
*tttt +w+ewwwwrtrwwtwrrrttrttttt
(See Benefit Code Key)
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Cade
Code
Code
MONITOR OPERATOR, AIR TRACK, OR SIMILAR
$26.65
IM
SO
MORTAR MIXER
$26.85
1M
50
NIPPER
$26.31
1M
5D
NOZZLEMAN, TO INCLUDE JET BLASTING
S26.85
1M
5D
NOZZLEMAN, TO INCLUDE SQUEEZE AND FLOW -CRETE
$26.58
1 M
5D
NOZZI MAN, WATER. AIR OR STEAM
$26.58
1 M
5D
PAVEMENT BREAKER, 90 LBS & OVER
$2$.85
1 M
5D
r
PAVEMENT BREAKER, UNDER 90 LBS
$26.58
1 M
5D
PIPE, WATER LINER
$26.58
IM
50
PIPELAYER, CORRUGATED METAL CULVERT
$26.58
iM
50
PIPELAYER, MULTI PLATE
$26.58
1M
5D
PIPELAYER, TO INCLUDE WORKING TOPMAN
526.85
1 M
SD
'
PIPEWRAPPER
$26.85
1M
5D
PLASTERER TENDER
$26.85
1 M
5D
POT TENDER
$26.58
1M
5D
POWDERMAN
$28.50
IM
5D
}
POWDERMAN HELPER
$26.58
IM
SD
POWER BUGGY OPERATOR
$26.58
IM
5D
POWER TOOL OPERATOR (GAS, ELECTRIC OR PNEUMATIC)
$26.58
1M
5D
RAILROAD POWER SPIKER OR PULLER, DUAL MOBILE
S26.58
1M
5D
RIPRAP PERSON
$26.31
1M
5D
RODDER & SPREADER
$26.58
IM
50
SCAFFOLD ERECTOR, WOOD OR STEEL
$26,31
1 M
5D
STAKEJUMPER
$26.31
11'A
50
STRUCTURAL MOVER
$26.31
IPA
50
TAILHOSEMAN, SANDBLAST
$26.31
1M
5D
-ti
TAILHOSEMAN, WATER NOZZLE
526.31
IM
5D
TAMPER
S26.58
11.4
5D
TIMBER BUCKER & FALLER (BY HAND)
S26.31
'IM
5D
TRACK LABORER
$26.31
1M
5D
TRENCHER, SHAWNEE
$26.58
1M
5D
S (
TRUCK LOADER
$26.31
1M
SD
TUGGER OPERATOR
$26.58
1M
5D
_1
VIBRATOR
$26.85
1M
5D
WELDER (ELECTRIC, MANUAL OR AUTOMATIC)
$27.13
1M
50
WELL -POINT MAN
S26.31
IIA
5D
WHEELBARROW, POWER DRIVEN
$26.58
im
SD
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS
$7.35
1
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS
$7.35
1
LANDSCAPING OR PLANTING LABORERS
S7.35
1
LATHERS
JOURNEY LEVEL
$30.66
IB
5A
8N
PAINTE=RS
JOURNEY LEVEL
$26.32
1 W
5A
PLASTERERS
JOURNEY LEVEL
516.79
1
PLUMBERS & PIPEFITTERS
JOURNEY LEVEL
538.50
1B
5A
POWER EQUIPMENT OPERATORS
A -FRAME TRUCK (2 OR MORE DRUMS)
$30.44
IN
5D
8D
A -FRAME TRUCK (SINGLE DRUM)
$29.83
IN
5D
8D
ASPHALT PLANT OPERATOR
$31.04
IN
5D
8D
ASSISTANT PLANT FIREMAN OR PUGMIXER
$29.83
IN
5D
8D
ASSISTANT REFRIGERATION PLANT & CHILLER (OVER 1000 TONS)
$30.44
IN
5D
8D
ASSISTANT REFRIGERATION PLANT (UNDER 1000 TON)
$29.83
IN
5D
8D
AUTOMATIC SUBGRADER (DITCHES & TRIMMERS)
S31.04
IN
5D
8D
BACKFILLERS (CLEVELAND & SIMILAR)
$30.44
IN
5D
8D
'l
c _,
Page 3
Page 4
SPOKANE COUNTY
Effective 03 -03-05
kr�kkr► rwr�krr* rrrtrrrrs. kr+ rkkk+ krwkkr+ kwrrrkrrr*+ rrr* krkkkrkw+ wrr tr* rwrr: krrrkkr: krkskkkkr
rrrkwrrrkkrkkr�rwr
+kwr+
-,
r
(See Benefit Code
Key
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Code
Code
Code
BACKHOE & HOE RAM ( UNDER 3I4 YARD)
$30.76
1 N
50
8D
BACKHOE & HOE RAM (3I4 - 3 YD)
$31.04
1 N
50
8D
BACKHOE (45,000 GW & UNDER)
$30.76
1N
5D
BD
BACKHOE (45,000 GW TO 110,000 GW)
S31.04
1N
5D
80
BACKHOE (OVER 110,000 GW)
$31.31
1N
5D
8D
-
BACKHOE, (3 YD & OVER)
$31.31
1N
50
80
BATCH & WET MIX (MULTIPLE UNITS)
$31.04
1 N
5D
80
BATCH PLANT & WET MIX (SINGLE UNIT)
$30.44
1 N
5D
BD
BATCH PLANT (OVER 4 UNITS)
$31.04
1 N
50
8D
BELT FINISHING MACHINE
$29.83
IN
5D
8D
BELT -CRETE CONVEYORS WITH POWER PACK
$30 -44
1 N
5D
8D
BENDING MACHINE
$30.44
IN
50
8D
BIT GRINDERS
529.51
IN
5D
8D
BLADE (FINISH & BLUETOP) (AUTOMATIC, CMI, ABC)
$31.31
IN
5D
BD
BLADE (FINISH ATHEY & HUBER)
$31.31
1 N
5D
BD
BLADE (MOTOR PATROL & ATTACHMENTS)
$31.04
1 N
5D
8D
BLOWER OPERATOR (CEMENT)
$29.83
1 N
5D
8D
BOAT OPERATORS
$28.96
1 N
5D
8D
BOBCAT (SKID STEER)
$30.44
1N
5D
80
SOLT THREADING MACHINE
S29.51
IN
5D
8D
BOOM CATS (SIDE)
531.04
IN
5D
8D
BORING MACHINE (EARTH)
$30.44
IN
5D
8D
BORING MACHINE (ROCK)
$30.44
IN
5D
8D
BUMP CUTTER (WAYNE, SAGINAU OR SIMILAR)
$30.44
IN
5D
8D
;
CABLEWAY CONTROLLER (DISPATCHER)
$31.04
1 N
5D
8D
CABLEWAY OPERATORS
$31 -31
1N
50
80
CANAL LINING MACHINE (CONCRETE)
$30.44
IN
5D
80
CARRYDECK & BOOM TRUCK
530.76
1 N
50
8D
CEMENT HOG
$29.83
IN
5D
8D
CHIPPER (WITHOUT CRANE)
530.44
IN
5D
8D
CLEANING & DOPING MACHINE (PIPELINE)
S30,44
IN
5D
BD
COMPACTOR, SELF PROPELLED WITH BLADE
$31.04
1 N
5D
BD
COMPRESSORS (OVER 2000 CFM, 2 OR MORE)
$29 "83
1 N
50
80
COMPRESSORS (UNDER 2000 CFM, GAS, DIESEL)
$29.51
1 N
5D
80
CONCRETE CLEAN INGIDECON'TAMINATION MACHINE OPERATOR
$31.31
1 N
5D
8D
CONCRETE PUMP BOOM TRUCK
$31.04
IN
5D
8D
CONCRETE PUMPS (SOUEEZE- CRETE, FLOW - CRETE)
$30.60
IN
5D
8D
CONCRETE SAW (MULTIPLE CUT)
$29.83
IN
50
8D
CONCRETE SLIP FORM PAVER
$31.04
IN
5D
8D
CRANES, 25 TON & UNDER
S30.76
1 N
5D
8D
CRANES, OVER 25 TON, TO & INCLUDING 45 TON, ALL ATTACHMENTS
$31.04
1N
5D
8D
INCL. CLAMSHELL AND DRAGLINE
CRANES, OVER 25 TON, TO & INCLUDING 45 TON, ALL ATTACHMENTS
$31.34
1 N
5D
8D
INCL CLAMSHELL AND DRAGLINE (180' TO 250' BOOM)
CRANES, OVER 25 TON, TO & INCLUDING 45 TON, ALL ATTACHMENTS
$31.64
1 N
5D
8D
i
INCL. CLAMSHELL AND DRAGLINE (OVER 250' BOOM)
CRANES, OVER 45 TON, TO & INCLUDING 85 TON, ALL ATTACHMENTS
$31.31
1 N
50
8D
INCL CLAMSHELL AND DRAGLINE
CRANES, OVER 45 TON, TO & INCLUDING 85 TON, ALL ATTACHMENTS
$31.61
IN
5D
8D
INCL CLAMSHELL AND DRAGLINE (180' TO 250' BOOM)
CRANES, OVER 45 TON, TO & INCLUDING 85 TON, ALL ATTACHMENTS
$31.91
IN
5D
8D
INCL CLAMSHELL AND DRAGLINE (OVER 250' BOOM)
CRANES, 85 TON & OVER AND ALL CLIMBING, OVERHEAD, RAIL &
$32.41
1N
5D
8D
TOWER, ALL ATTACHMENTS INCL. CLAMSHELL AND DRAGLINE
CRANES, 85 TON & OVER AND ALL CLIMBING, OVERHEAD, RAIL &
$32.71
1 N
51)
8D
TOWER, ALL ATTACHMENTS INCL CLAMSHELL AND DRAGLINE (180' TO
250' BOOM)
CRANES, 85 TON & OVER AND ALL CLIMBING, OVERHEAD, RAIL &
$33 -01
IN
5D
80
Page 4
I I
-r
i
� f
SPOKANE COUNTY
Effective 03 -03 -05
*t rrrrr* tr*, t* i. twwr* tt:=*+* �r+ www. Rrwwrrrrmt, tw**+ wwrrrrri: r**:+ wwrrrrwrrrw**:+ rwrw+ wwwrwrrtrrrr * : *rrr + *t *rt * * * : +rw*
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code 92-9 Code
TOWER, ALL ATTACHMENTS INCL. CLAMSHELL AND DRAGLINE (OVER
250' BOOM)
CRUSHER FEEDERMAN
$28.95
IN
5D
8D
CRUSHER, GRIZZLE & SCREENING PLANT
$31.04
IN
5D
8D
DECK ENGINEER
S30.44
IN
5D
8D
DECK HAND
$29.51
IN
5D
8D
DERRICKS & STIFFLEGS ( UNDER 65 TON)
$30.76
IN
50
80
DERRICKS & STIFFLEGS (65 TON & OVER)
$31.31
IN
50
80
DISTRIBUTOR LEVeRMAN
$29.83
IN
5D
8D
DITCH WITCH OR SIMILAR
$29.63
IN
5D
8D
DOPE POTS (POWER AGITATED)
$29.83
1 N
5D
8D
DOZER, 834 R/T & SIMILAR
$31.04
IN
5D
8D
DOZER, MULTIPLE UNITS WITH SINGLE BLADE
$31.04
IN
5D
8D
DRILL DOCTOR
S31.04
IN
5D
8D
DRILLERS HELPER
$29.51
IN
5D
80
DRILLING EQUIPMENT (8 INCH BIT & OVER)
$30.76
IN
50
8D
DRILLS (CHURN, CORE, CALYX OR DIAMOND)
$30.60
IN
5D
8D
ELEVATING BELT (HOLLAND TYPE)
$31.31
IN
513
8D
ELEVATOR HOISTING MATERIALS
$29.83
IN
5D
'80
EQUIPMENT SERVICEMAN, GREASER AND OILER
S30.60
IN
5D
80
FIREMAN & HEATER TENDER
$29.51
IN
5D
8D'
FORK LIFT OR LUMBER STACKER, HYDRA -LIFT
$29.83
1 N
5D
8D
GENERATOR PLANT ENGINEERS (DIESEL. ELECTRIC)
$30.44
IN
5D
8D
GIN TRUCKS (PIPELINE)
$29.83
IN
50
BD
GRADE CHECKER
$29.51
IN
50
8D
GUNITE COMBINATION MIXER & COMPRESSOR
$30.44
IN
5D
8D
H.D. MECHANIC
$31.04
IN
50
8D
H.D. WELDER
$31.04
1 N
5D
8D
HEAVY EQUIPMENT ROBOTICS OPERATOR
$31.31
1 N
5D
8D
HELICOPTER PILOT
S32.41
IN
50
8D
HELPER, OF H.D. MECHANIC & H-D. WELDER
528.96
1 N
5D
80
HOE RADA
$30.76
1 N
5D
80
HOIST (2 OR MORE DRUMS OR TOWER HOIST)
$30.60
IN
50
BD
HOIST (SINGLE -DRUM)
$29.83
IN
5D
8D
HYDRO SEEDER, MULCHER, NOZZLEMAN
$29.51
IN
50
8D
LOADER (360 DEGREES REVOLVING KOEHRING)
$31.31
IN
5D
8D
LOADER, BELT (KOCAL OR SIMILAR)
$30.44
IN
5D
8D
LOADER, ELEVATING BELT -TYPE (EUCLID, BARBER)
$30.44
IN
5D
8D
LOADER, ELEVATING GRADER TYPE (RUMOR, ADAMS)
$30.44
1N
5D
80
LOADERS (BUCKET, ELEVATOR & CONVEYORS)
529.83
1 N
5D
8D
LOADERS. OVERHEAD /FRONT -END ( UNDER 4 YD)
$30.60
IN '
50
8D
LOADERS, OVERHEADIFRONT -END (4 - 8 YD)
$31.04
IN
5D
8D
LOADERS. OVERHEADIFRONT -END (8 - 10 YD)
$31.31
IN
5D
8D
LOADERS, OVERHEAD/FRONT -END (10 YD & OVER)
$32.41
IN
50
8D
LOCOMOTIVE ENGINEER
$30.44
IN
5D
8D
LONGITUDINAL FLOAT
$29.83
IN
5D
8D
MASTER ENVIRONMENTAL MAINTENANCE TECHNICIAN
$31.31
IN
5D
80
MIXER (PORTABLE- CONCRETE)
$29.83
1.14
5D
8D
MIXERMOBILE
$30.44
1N
5D
8D
MUCKING 04ACHINE
$30.44
IN
SD
8D.
OILER
S28.96
1 N
SD
6D
OILER DRIVER & CABLE TENDER, MUCKING MACHINE
$29.51
IN
5D
BD
PAVE OR CURB EXTRUDER ASPHALT & CONCRETE
$30.60
IN
5D
8D
PAVEMENT BREAKER, HYDRAHAMMER & SIMILAR
$29.83
IN
5D
8D
PAVING (DUAL DRUM)
$30.76
IN
5D
8D
PAVING MACHINE (ASPHALT OR CONCRETE)
$31,04
1N
5D
8D
PILEDRIVING ENGINEERS
$30.76
IN
50
80
Page 5
SPOKANE COUNTY
'-
Effeadve 03-03-05
wrtrrrtr+ �r++ r�rrttt+ rr+ rrrr�rrrrww+ rr+ rwrrrrrrrrrwr�rr+ rrrtrrrrr+ trrr+ rrrr+ rrrrw+♦
www�wwsk •wk•,►�rkkk
+kk+++r+r�r+
+rsw �
(See Benefit Code Key)
Over
PREVAILING
Tlme
Holiday
Note
Classification
WAGE
Code
Coe
Code
POSTHOLE AUGER OR PUNCH
$30.44
IN
50
8D
POWER BROOM
$29.83
IN
5D
8D
PROBE TENDER (ROTO -MILL)
$29.83
IN
5D
8D
PUMP (GROUT OR JET)
$30.44
IN
5D
8D
PUMP OPERATOR (WATER)
$29.51
IN
5D
8D
QUAD -TRACK OR SIMILAR EQUIPMENT
$31.04
1 N
5D
8D
RAILROAD BALLAST REGULATION SELF - PROPELLED
$29.83
1 N
5D
8D
RAILROAD POWER TAMPER (SELF- PROPELLED)
$29.83
1 N
5D
8D i
RAILROAD POWER TAMPER JACK (SELF - PROPELLED)
$29.83
1 N
5D
813
RAILROAD TRACK LINER OPERATOR (SELF - PROPELLED)
$30.76
1 N
50
BD
REFRIGERATION PLANT ENGINEER (1000 TONS & OVER)
$30.76
1 N
5D
8D
REFRIGERATION PLANT ENGINEERS (UNDER 1000 TONS)
$30.60
IN
5D
8D
ROLLER OPERATOR (FINISHING PAVEMENT)
$31.04
1 N
5D
8D
ROLLERS, ALL TYPES ON SUBGRADE (FARM TYPE)
$29.51
1 N
50
8D
ROTO -MILL PAVEMENT PROFILER
$31.04
1N
5D
8D
SCRAPER, BAGLEY OR STATIONARY
$29.83
IN
5D
80
SCRAPERS, ALL, RUBBER -TIRED
$31.04
IN
50
80
SCRAPERS, RUBBER -TIRED (MULTI - ENGINE WITH 3 OR MORE
$31.31
IN
50
8D
SCRAPERS)
SCREED OPERATOR
$31.04
IN
5D
8D
SHOVELS, (3 YD & OVER)
$31.31
IN
5D
8D
SHOVELS, (UNDER 3 YD)
S31.04
IN
50
8D
SIGNALMEN (WHIRLEYS, HIGHLINE, HAMMERHEADS)
S30.76
IN
50
8D
SKIDDER, RUBBER -TIRED (Rlr, WITH OR WITHOUT ATTACHMENTS)
530.60
IN
5D
8D
SOIL STABILIZER (P & H OR SIMILAR)
$30.44
1N
5D
8D
SPRAY CURING MACHINE - CONCRETE
$29.83
IN
5D
8D
SPREADER BOX (SELF - PROPELLED)
$29.83
IN
5D
8D -
SPREADER MACHINE
$30.44
IN
5D
8D
STEAM CLEANER
$28.96
IN
5D
8D
STRADDLE BUGGY (ROSS & SIMILAR)
$29.83
IN
5D
8D
SURFACE HEATER & PLANNER MACHINE
$30.60
IN
5D
8D
TRACTOR, FARM -TYPE R!T WITH ATTACHMENTS
$29.83
IN
50
813
TRACTOR. TO D-6 OR EQUIVALENT & OVER
$31.04
1N
5D
BD
TRACTOR, TO D-6 OR EQUIVALENT & TRAXCAVATOR
$30.44
IN
5D
BD
TRAVERSE FINISHING MACHINE
$30.44
IN
5D
8D
TRENCHING MACHINES Q FT DEPTH & OVER)
$31.04
1 N
5D
8D
TRENCHING MACHINES (UNDER 7 FT DEPTH)
$30.60
IN
5D
BD
TUG BOAT OPERATOR
$31.04
IN
513
8D
TUGGER OPERATOR
$29.83
IN
5D
8D
TURNHEAD (WITH RE- SCREENING)
$30.60
IN
5D
BD
TURNHEA.D OPERATOR
$30.44
1 N
5D
8D
ULTRA HIGH PRESSURE WATERJET CUTTING TOOL SYSTEM
$31.31
IN
5D
813 --
OPERATOR (30.000 PSI)
VACTOR GUZZLER. SUPER SUCKER
$31.04
IN
5D
BD :-
VACUUM BLASTING MACHINE OPERATOR
$31.31
IN
5D
8D
VACUUM DRILL (REVERSE CIRCULATION DRILL)
$30.60
IN
5D
8D
WELDING MACHINES
$29.51
IN
5D
8D
WHIRLEYS & HAMMERHEADS, ALL
$31.31
IN
5D
8D
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE
$33.06
4A
5A
SPRAY PERSON
$31.34
4A
5A
TREE EQUIPMENT OPERATOR
$31.76
4A
5A
TREE TRIMMER
$29.48
4A
5A
TREE TRIMMER GROUNDPERSON
$21.94
4A
5A
REFRIGERATION & AIR CONDITIONING MECHANICS
MECHANIC
$36.50
18
5A
ROOFERS
JOURNEY LEVEL
$27.72
1M
51
Page 6
I 1
c
I�
I
i
�1
I ;
SPOKANE COUNTY
Effective 03 -03 -05
trr + + + +�ttw,trwwtrtw +w +� + + + ++ tit++ t++ f+++, r+++ �c# sswwrrrrw+ �+++ tt++++++* sr+ tttstrwwtrrwww rtwrr++r + + + +tter + + + +tt ++ + + +,►+
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE; Code Code Code
USING IRRITABLE BITUMINOUS MATERIALS
529.72
1M
51
SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP)
$33.72
19
5A
SOFT FLOOR LAYERS
JOURNEY LEVEL
$22.07
1 N
5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL
S7.35
1
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL
$36.20
1R
51
SURVEYORS
CHAIN PERSON
$9.25
1
INSTRUMENT PERSON
$12.05
1
PARTY CHIEF
$15.05
1
TELEPHONE LINE CONSTRUCTION - OUTSIDE
CABLE SPLICER
$28.31
2B
5A
HOLE DIGGERIGROUND PERSON
S15.92
28
5A
INSTALLER (REPAIRER)
S27.16
2B
5A
JOURNEY LEVEL TELEPHONE LINEPERSON
$26.34
29
5A
SPECIAL APPARATUS INSTALLER 1
$28.31
28
5A
SPECIAL APPARATUS INSTALLER II
$27.74
2B
.5A
TELEPHONE EQUIPMENT OPERATOR (HEAVY)
$28.31
2B
5A
TELEPHONE EQUIPMENT OPERATOR (LIGHT)
$26.34
2B
SA
TELEVISION GROUND PERSON
$15.12
2B
5A
TELEVISION LINEPERSONANSTALLER
$20.05
2B
5A
TELEVISION SYSTEM TECHNICIAN
$23.82
28
5A
TELEVISION TECHNICIAN
$21.45
2B
5A
TREE TRIMMER
$26.34
28
SA
TERRAZZO WORKERS 6 TILE SETTERS
JOURNEY LEVEL
$25.91
2M
5A
TILE, MARBLE & TERRAZZO FINISHERS
FINISHER
$24.36
1
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL
S31.90
1K
5A
TRUCK DRIVERS
ASPHALT MIX (TO 20 YARDS)
530.64
IN
5D
8M
ASPHALT MIX (OVER 20 YARDS)
S30.81
IN
5D
8M
DUMPTRUCK
$30.64
1N
5D
8M
DUMP TRUCK & TRAILER
$30.81
1N
5D
8M
OTHER TRUCKS
$30.53
1N
5D
8M
TRANSIT MIXER
$23.42
2G
61
WELL DRILLERS & IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER
$1115
1
OILER
$9.20
1
WELL DRILLER
$17.68
1
Page 7
BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
/f1 {t { { ♦tf {ttfttitisssaisf ttf♦♦ a♦♦ t{{• stiaRtss{♦ tffittlrR/ RrRItR11 r 81111111111111.11 611111 / {11111• ♦IS11 { // { { ♦/1 {1111►Irt
OVERTIME CODES
OVERTIME CALCULATIONS ARE BASED ON THE DOURLY RATE ACTUALLY PM..D TO THF, WORKER. ON PUBLIC
WORKS PROJECTS, THE. HOURLY RAT'F N1111ST BE NOT LESS THAN THE PREVAILING RATE OF WAGE NU US THE
HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
A ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF i
TIMES THE HOURLY RATE OF WAGE. -
B. ALI, HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. AI.,I, HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE 1-HE HOURLY RATE OF
WAGE,
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE TILE HOURLY RATE OF WAGE.
D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8)
HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8)
HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN' A FIFTH CALENDAR
W'EE'KDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY
MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THF HOURLY RATE OF WAGE.
E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE TI•IE HOURLY RATE OF WAGE. THE
FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE ANT ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS ANTI) HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONCE AND ONE -HALF TID'fES Tl- E HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF E1014T (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL
HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE.
G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIF`T'H
CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE
HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER. DAY MONDAY THROUGH '
SATURDAY, AND ALL HOURS WORKED ON' SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY
RATE OF WAGE
H_ ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORT: IS LOST DUE TO INCLEMEN°t' WEATI ER �-
CONDITIONS OR EQUMMENT BR.EA.K.D0WNT) SHALL 13E• PAID ATONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RA'T'E OF
WAGE.
I. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF THE HOURLY RATE OF WAGE
WORK. PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORT: PERFORMED
ON A HOLIDAY SHALL BE PAID ONE AND ONE -HALF TIMES TI•IEIR HOURLY RATE FOR ACTUAL HOURS WORKED
PLUS EIGHT (8) HOURS OF STRAIGHT 11MIE FOR THE HOLIDAY.
). THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ON'L• -HALF T]MES THE- HOURLY RATE OF
WAGE. ALL I•IOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
K_ ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE_ ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CH?dSTMAS
DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RA'Z'E OF WAGE, ALL HOURS WORKED ON i
THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I
M. ALL HOURS WORKED ON' SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLE3,1ENT WEATHER
CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RKI-E OF WAGE, ALL HOURS WORKED
ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE '114E HOURLY RATE OF WAGE_ �
N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONEE AND ONE -HALF TIDIES
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE.
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIh4FS THE HOURLY RATE OF WAGE.
AI,.L HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO ITMES THE HOURLY RATE OF WAGE_
D. AI L. HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIh4F S THE HOURLY
RATE OF WAGE-. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT '11i41L IN,
ADDITION TO THE'HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (A) !TOURS ON HOLIDAYS SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE,
E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAIL) AT ONE AND ONE -
HALF TIMES n4E HOURLY RATE OF WAGE. ALL FLOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE
PAID AT T1VO'TIMES THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL HIE PAID AT THE STRAIGHT HOURLY RATE OF WAGE
r IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED W EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL
BE PAID AT DOUBLE= THE HOURLY RATE OF WAGE.
G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAC *E, ALL HOURS
r-, WORKED ON PAID HOLIDAYS SHALL RE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL FLOURS
WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE- I•IALF IlMFS THE HOURLY RATE OF WAGE
L ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -
HALF TIMES THE HOURLY RATE OF WAGE. AL,I, HOURS WORKED ON SUNDAYS AND ON LABOR. DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO 'I "ih4ES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -MA F 'TIMES THE HOURLY RATE OF WAGE.,
INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BF PAID AT'TWO TIMES THE
HOURLY RATE: OF WAGE.
K_ ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT "TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
TE•IE HOLIDAY PAY.
j M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
BENEFIT CODE KEY - EFFECTRT 03 -03 -05
-2-
1. P.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID A'T ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE.. ALL HOURS WORKED ON HOLIDAYS SHAD. BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
Q.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID ATONE AND ONT -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHAI „I„ BE PAID AT TWO AND
ONE -HALF TIMES THE HOURLY RATE OF WAGE
R
ALL I•IOURS WORKED ON SUNDAYS AA'D HOLIDAYS SHALL BE PAID AT TWO TIMES THIE HOURLY RATE OF WAGE.
T.
ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS; SHALL BE PAID AT ONE AND ONE -HALF TIMES
l\i
THE HOURLY RATE OF WAGE, AI.I- HOURS WORKED AMER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE,
U.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TWES TI4E HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES
THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE
HOURLY RATE OF WAGE.
W.
ALL HOURS WORKED ON SATURDAYS AND SUN=DAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ON't AND ONE -
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL, BE PAID AT TWO'I'1ME.S
THE HOURLY RATE OF WAGE.
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
AN'D ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A.
THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAJD AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORDED IN EXM;S OF SIX (6) HOURS ON SATLJRDAY AND ALL HOURS WORKED ON SUNDAYS
y -
AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE
I
A.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIh4FS THE HOURLY RATE OF WAGE.
AI,.L HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO ITMES THE HOURLY RATE OF WAGE_
D. AI L. HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIh4F S THE HOURLY
RATE OF WAGE-. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT '11i41L IN,
ADDITION TO THE'HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (A) !TOURS ON HOLIDAYS SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE,
E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAIL) AT ONE AND ONE -
HALF TIMES n4E HOURLY RATE OF WAGE. ALL FLOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE
PAID AT T1VO'TIMES THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL HIE PAID AT THE STRAIGHT HOURLY RATE OF WAGE
r IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED W EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL
BE PAID AT DOUBLE= THE HOURLY RATE OF WAGE.
G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAC *E, ALL HOURS
r-, WORKED ON PAID HOLIDAYS SHALL RE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL FLOURS
WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE- I•IALF IlMFS THE HOURLY RATE OF WAGE
L ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -
HALF TIMES THE HOURLY RATE OF WAGE. AL,I, HOURS WORKED ON SUNDAYS AND ON LABOR. DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO 'I "ih4ES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -MA F 'TIMES THE HOURLY RATE OF WAGE.,
INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BF PAID AT'TWO TIMES THE
HOURLY RATE: OF WAGE.
K_ ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT "TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
TE•IE HOLIDAY PAY.
j M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
BENEFIT CODE KEY - EFFECTIVE 03 -03-US
-3-
2. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES TTY HOURLY
RATE OF WAGE.
4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID
AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED OA' SATURDAYS, SUNDAYS AND HOLIDAYS �
SHALL BF PAID AT DOUBLE THE HOURLY RATE OF WAGE. ;
FHOLIDAI' CQDES
5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE- DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AFTER TIIAN'KSGIVING DAY, AND CHRISTMAS DAY (7).
B. HOLIDAYS: NEW YEAJVS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
Af'i ER'rHANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, i
THANKSGIVING DAY, THE FRIDAY A.F I "ER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
D. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE -
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
E. HOLIDAYS: N1rW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS
DAY (9).
G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDI*PEWDENCE DAY, LABOR DAY, THA IKSGIVING DAY, THE
LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7).
I.I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER
THANKSGIVING DAY, AND CI•IRISTMAS (6).
1. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY (6).
N. HOLIDAY'S: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS'
DAY, THANKSGIVING DAY, THE FRIDAY AFTER T14ANIKSGWING DAY, AND CHRISTMAS DAY (9). -
0. PAID HOLIDAYS: NEW YEA-R-'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
P. HOLIDAY'S: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AND SATURDAY AFIT„RTHANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9).
Q. PAD HOLIDAYS: NEW YF- R'S DAY, MFA40RIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
AND CHRISTMAS DAY (6).
R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
DAY AFTER. THANKSGIVING DAY. ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 12).
S. PAID HOLIDAYS: NEW YEAR.'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (7).
T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS.
V. PAID HOLIDAYS: SIX (6) PAID HOLIDAY'S.
W. PAID HOLIDAYS: NINE (9) PAID) HOLIDAYS.
X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY, AF -MR 2080 '.
HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8�
Y. HOLIDAY'S: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION
DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8).
Z. HOLIDAYS: NEW Y'EAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, ,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). i
Ituv rC CODE KT.v - EF'FECT13'E 03 -03 -05
-d-
6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, .R4DEPBNMENCE DAY, LABOR DAY,
TI•Ir\NKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
B. PAID HOLIDAYS: NEW YEA.R'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, T \'DEPENDENCE DAY, LABOR. DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, C1RISTMAS EVE'S DAY, AND CHRISTMAS DAY (9),
C_ HOLIDAYS: NEW Y'EAR'S DAY, PRESIDENTS, DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE DAY AFTER THAMISGIVING DAY, THE LAST WORE: DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY (9).
D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDE\rrS' DAY, MEMORIAL DAY, INDEPENDENCE• DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, '1142 DAY BEFORE OR THE DAY
AFTER CHRISTMAS DAY (9).
I-L HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, TI-LAUNKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, ANU CHRISTMAS DAY (8).
I. PAID HOLIDAYS' NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AFTER THA-- N'KSGIVD4G DAY, AND CHRISTMAS DAY (7).
L. HOLIDAYS: NEW YF4R'S DAY, MEMORIAL, DAY, INDEPENDENCE DAY, LABOR DAY, THANTKSGIVING DAY,
j THE FRIDAY AFTER IliANKSGIVIIJG DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY. (8)
Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE DAY AFTER TI•IANK-SGIVING DAY AND CHRISTMAS DAY_ UNPAID HOLIDAY_ PRESIDENTS' DAY.
S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL. DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, Ti•IE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CI USTMAS DAY (8).
r, PAID HOLIDAYS: NEW YEARS, DAY, PRESIDENTS' DAY, MEMORIAL. DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE FRIDAY AF'T'ER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE
CHRISTMAS DAY, AND CHRISTMAS DAY (9).
U. HOLIDAYS: NEW Y'EAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY,
I LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, Tim DAY BEFORE
CHRISTMAS DAY, CHRISTMAS DAY (9)_
V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL. DAY, INR)EPrNDENCE DAY, LABOR. DAY, THANKSGIVING
1 J DAY, DAY AFTER THANKSGIVING DAY, CHRISTT7.AS EVE DAY, CHRISTMAS DAY, EMPLOYEES BIRTHDAY,
AND ONE DAY OF THE EMPLOYEE'S CHOICE (10).
r W. PAIL) HOLIDAYS: NFW Y'EAR'S DAY, DAY BEFORE NEW Y'EAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRIS'T'MAS
DAY, DAY BEFORE CHRISTMAS DAY (10).
x PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEES BIRTHDAY (1 I).
NOTE CODES
� I
8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE- I-1-4LF TrIVES T'HE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEF'I'IS, THE: FOLLOWING DEPTH PREMIUMS APPLY TO I)EP'rHS OF FIFTY FEET
OR ,\MOR2:
OVER SO' TO 100'- S1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER INY T'0 175'- S2.25 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 175' TO 250'- S5.50 PER FOOT FOR EACH FOOT OVER 175 FEET
OVER 250' - DIVERS MAY NAME TTIEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED
FOR 250 FEET
C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONT.-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTFIS OF FIFTY FEET
OR MORE:
OVER 50' TO 100'- $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 150'- S 1.50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER I50' TO 200'- S2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200' -D] VERS MAY NAME T HE IR OWN PRICE
HENEITT CODE KEY - EFFEC nrE 03 -03 -05
-5-
8. D. WORKERS WORKING WTTTI SUPPLIED AIR ON HA7.MAT PROJECTS RECEIVE AN ADDMONIAL $1.00 PER HOUR,
L.
WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL. HOURLY PREMIUMS AS FOLLOWS - LEVEL A: S0.75,
LEVEL B: S0.50, AND LEVEL C: $0.25.
M. WORKERS Ole° HALMAT PROJECTS RECEIVE ADDMON.AL HOURLY PREMIUMS AS }YELLOWS: LEVELS A & H; $1,00,
LEVELS C & D: 50.50.
N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00,
LEVEL B: $0.75. LEVEL C: S0.50, AND LEVEL D: $025.
1
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i
Washington State Department of Labor and Industries
Policy Statement
(Regarding the Production of "Standard" or "Non- standard" Items)
Below is the department's (State L&I's) list of criteria to be used in determining
whether a prefabricated item is "standard" or "non- standard ". For items not
appearing on WSDOT's predetermined list, these criteria shall be used by the
Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers,
manufacturers, and fabricators) to determine coverage under RCW 39.12. The
production, in the State of Washington, of non - standard items is covered by RCW
39.12, and the production of standard items is not. The production of any item
outside the State of Washington is not covered by RCW 39.12.
1. Is the item fabricated for a public works project? If not, it is not subject to RCW
- , 39.12. If it is, go to question 2.
2. Is the item fabricated on the public works jobsite? If it is, the work is covered
under RCW 39.12. If not, go to question 3.
3. Is the item fabricated in an assemblyKabrication plant set up for, and dedicated
primarily to, the public works project? If it is, the worts is covered by RCW 39.12.
If not, go to question 4.
4. Does the item require any assembly, cutting, modification or other fabrication by
the supplier? If not, the work is not covered by RCW 39.12. If yes, go to
question 5.
5. Is the prefabricated item intended for the public works project typically an
,_..I inventory item which could reasonably be sold on the general market? If not, the
work is covered by RCW 39.12. If yes, go to question 6.
6. Does the specific prefabricated item, generally defined as standard, have any
r —( unusual characteristics such as shape, type of material, strength requirements,
finish, etc? If yes, the work is covered under RCW 39.12.
Any firm with questions regarding the policy, WSDOT's Predetermined List, or for
determinations of covered and non - covered workers shall be directed to State L&I at
(360) 902 -5330.
-' $$1$$ Supplemental To Wage Rates
$$2$$ Pagel
WSDOT's
Predetermined List for
Suppliers - Manufacturers - Fabricators
Below is a list of potentially prefabricated items, originally furnished by WSDOT to
Washington State Department of Labor and Industries, that may be considered non-
standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked
with an X in the "YES" column should be considered to be non - standard and therefore "
covered by RCW 39.12. Items marked with an X in the "NO" column should be
considered to be standard and therefore not covered. Of course, exceptions to this
general list may occur, and in that case shall be evaluated according to the criteria
described in State and L &I's policy statement.
ITEM DESCRIPTION - YES NO
1. Manhole Ring & Cover - manhole type 1, 2, 3, and 4 X
for bridges. For use with Catch Basin type 2.
The casting to meet AASHTO -M -105, class 30 gray
iron casting. See Std. Plan B -1f, B -23a, B -23b,
B -23c, and B -23d.
2. Frame & Grate - frame and Grate for Catch Basin type X
1, 1 L, 1 P, 2, 3, 4 and Concrete Inlets. Cast frame
may be grade 70-36 steel, class 30 gray cast iron or
grade 80 -55 -06 ductile iron. The cast grate may be
grade 70 -36 steel or grade 80 -55 -06 ductile iron.
See Std. Plan B -2, B -2a, and B -2b.
3. Grate Inlet & Drop Inlet Frame & Grate - Frame and X
Grate for Grate Inlets Type 1 or 2 or Drop Inlet.
Angle iron frame to be cast into top of inlet.
See Std. Plan B-4b or B-4h. Frames & Grates to be
galvanized.
4. Concrete Pipe- Plain Concrete pipe and reinforced X
concrete pipe Class 2 to 5 sizes smaller than 60
inch diameter.
5. Concrete Pipe - Plain Concrete pipe and reinforced X
concrete pipe Class 2 to 5 sizes larger than 60 inch
diameter.
$$1$$ Supplemental To Wage Rates
$$2$$ Page 2
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6. Corrugated Steel Pipe - Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be
treated, 1 thru 5.
7. Corrugated Aluminum Pipe - Aluminum lock seam
corrugated pipe for culverts and storm sewers, sizes
30 inch to 120 inches in diameter. May also be
treated, #5.
8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other
items, shall be made from commercial bolt stock.
See Contract Plans and Std. Plans for size and
material type.
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set
forth in the contract plans. Welding of aluminum
shall be in accordance with Section 9- 28.15(3).
10. Major Structural Steel Fabrication - Fabrication of
major steel items such as trusses, beams, girders, etc.,
for bridges.
11. Minor Structural Steel Fabrication - Fabrication of
minor steel items such as special hangers, brackets,
access doors for structures, access ladders for
irrigation boxes, bridge expansion joint systems,
etc., involving welding, cutting, punching and /or
boring of holes. See Contact Plans for item description
and shop drawings.
12. Aluminum Bridge Railing Type BP - Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in
accordance with Section 9- 28.15(3).
$$1$$
- $$2$$
Supplemental To Wage Rates
Page 3
YES NO
X
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X
I
X
YES NO
13. Concrete Piling -- Precast - Prestressed concrete piling for X
use as 55 and 70 ton concrete piling. Concrete to conform to
Section 9 -19.1 of Std. Spec.. Shop drawings for approval
shall be provided per Section B- 05.3(3) of the Std. Spec.
14.
Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers
X
and flat top slab and /or cones. See Std. Plans.
15.
Drywell - Drywell as specified in Contract Plans.
X
16,
Catch Basin - Catch Basin type 1, 1 L, 1 P, 2, 3, and 4,
X
including risers, frames maybe cast into riser. See
Std. Plans.
17.
Precast Concrete Inlet - Concrete Inlet with risers,
X
frames may be cast into risers. See Std. Plans.
18.
Drop Inlet Type 1 - Drop Inlet Type 1 with support
X
angles and grate. See Std. Plans B -4f and B-4h.
19.
Drop Inlet Type 2 - Drop Inlet type 2 with support
X
angles and grate. See Std. Plans B-4g and B-4h.
20.
Grate Inlet Type 2 - Grate Inlet Type 2 with risers and
X
top unit with bearing angles.
21. Precast Concrete Utility Vaults - Precast Concrete X
utility vaults of various sizes. Used for in ground
storage of utility facilities and controls. See Contract
Plans for size and.construction requirements. Shop drawings
are to be provided for approval prior to casting.
$$1$$ Supplemental To Wage Rates
$$2$$ Page 4
- YES NO
22. Vault Risers - For use with Valve Vaults and Utilities X
Vaults,
28. 12, 18 and 26 inch Standard Precast Prestressed X
Girder - Standard Precast Prestressed Girder for use in
structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided for approval prior to casting girders.
+ See Std. Spec. Section 6- 02.3(25)c.
f'
$S1$$ Supplemental To Wage Rates
_ $$2$$ Page 5
23.
Valve Vault - For use with underground utilities. X
See Contract Plans for details.
- .
24.
Precast Concrete Barrier - Precast Concrete Barrier for X
use as new barrier or may also be used as Temporary Concrete
Barrier. Only new state approved barrier may be used as
permanent barrier.
25.
Reinforced Earth Wall Panels - Reinforced X
Earth Wall Panels in size and shape as shown in
the Plans. Fabrication plant has annual approval for
methods and materials to be used. See Shop Drawing.
Fabrication at other locations may be approved, after
1'
facilities inspection, contact HQ. Lab.
ll
(
26.
Precast Concrete Walls - Precast Concrete Walls - X
tilt -up wall panel in size and shape as shown in Plans.
Fabrication plant has annual approval for methods and
materials to be used.
27.
Precast Railroad Crossings - Concrete Crossing Structure X
-
Slabs.
28. 12, 18 and 26 inch Standard Precast Prestressed X
Girder - Standard Precast Prestressed Girder for use in
structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided for approval prior to casting girders.
+ See Std. Spec. Section 6- 02.3(25)c.
f'
$S1$$ Supplemental To Wage Rates
_ $$2$$ Page 5
YES NO i
29. Prestressed Concrete Girder Series 4-14 - X
Prestressed Concrete Girders for use in structures.
Fabricator plant has annual approval of methods and
materials to be used. Shop Drawing to be provided for
approval prior to casting girders. See Std.
Spec. Section 6- 02.3(25)c.
30. Prestressed Tri-Beam Girder - Prestressed Tri -Beam X
Girders for use in structures. Fabricator plant has
annual approval of methods and materials to be used. -
Shop Drawing to be provided for approval prior to
casting girders. See Std. Spec. Section 6- 02.3(25)c.
31. Prestressed Precast Hollow -Core Slab - Precast X
Prestressed Hollow -core slab for use in structures.
Fabricator plant has annual approval of methods and
materials to be used. Shop Drawing to be provided for
approval prior to casting girders. See Std. Spec.
Section 6- 02.3(25)c.
32, Prestressed -Bulb Tee Girder - Bulb Tee Prestressed X
Girder for use in structures. Fabricator plant has
annual approval of methods and materials to be used.
Shop Drawing to be provided for approval prior to
casting girders. See Std. Spec. Section 6- 02.3(26)A.
33. Monument Case and Cover -To meet AASHTO -M -105 class X
30 gray iron casting. See Std. Plan H -7.
34. Cantilever Sign Structure - Cantilever Sign Structure X
fabricated from steel tubing meeting AASHTO -M -183. See Std.
Plans G -3, G -3a, and Contract Plans for details. The steel
structure shall be galvanized after fabrication in
accordance with AASHTO -M -111.
35. Mono -tube Sign Structures - Mono -tube Sign Bridge X
fabricated to details shown in the Plans. Shop drawings
for approval are required prior to fabrication.
$$1$$ Supplemental To Wage Rates
$$2$$ Page 6
YES NO
36. Steel Sign Bridges - Steel Sign Bridges fabricated X
from steel tubing meeting AASHTO -M -138 for Aluminum Alloys.
See Std. Plans G -2, G2a, G -2b, and Contract Plans for
details. The steel structure shall be galvanized after
fabrication in accordance with AASHTO -M -111.
37. Steel Sign Post - Fabricated steel sign posts as detailed X
in Std. Plan G -B. Shop drawings for approval are to be
provided prior to fabrication.
38. Light Standard - Prestressed - Spun, prestressed, hollow, X
concrete poles.
,s -
ti 39. Light Standards - Lighting Standards for use X
on highway illumination systems, poles to be fabricated
to conform with methods and materials as specified on Std.
Plan J -1, J -1 a, and J -1 b. See Special Provisions for
pre - approved drawings.
40. Traffic Signal Standards - Traffic Signal Standards for
use on highway and/or street signal systems. Standards
to be fabricated to conform with methods and material as
specified on Std. Plans J -1, J -7a, J -7c, and J -8.
See Special Provisions for pre - approved drawings.
41. Traffic Curb, Type A or C Precast - Type A or C
Precast traffic curb, for use in construction
of raised channelization, and other traffic delineation
uses such as parking lots, rest areas, etc. NOTE:
Acceptance based on inspection of Fabrication Plant
and an advance sample of curb section to be submitted
Jfor approval by Engineer.
,i
$$1$$ Supplemental To Wage Rates
$$2$$ Page 7
X
X
42. Traffic Signs - Prior to approval of a Fabricator
of Traffic Signs, the sources of the following
signing materials must be submitted and approved
for reflective sheeting, legend material, and
aluminum sheeting. NOTE: "` Fabrication
inspection required. Only signs tagged "Fabrication
Approved" by WSDOT Sign
Fabrication Inspector to be installed.
43. Cutting & bending reinforcing steel
44. Guardrail components
45. Aggregates/Concrete mixes
46. Asphalt
47. Fiber fabrics
48. Electrical wiring /components
49. treated or untreated timber piles
50. Girder pads (elastomeric bearing)
$$1$$ Supplemental To Wage Rates
$$2$$ Page 8
YES NO
X X
custom std.
msg msg
i.
I
X X
custom standard -
end
sect. - sect.
Covered by
WAC 296 - 127 -018
Covered by
WAC 296- 127 -018
X
X
X
J
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$$1$$ Supplemental To Wage Rates
$$2$$ Page 9
YES NO
51.
Standard Dimension lumber
X
52.
Irrigation components
X
53.
Fencing materials
X
54.
Guide Posts
X
55.
Traffic Buttons
X
56.
Epoxy
X
57.
Cribbing
X
58.
Water distribution materials
X
59.
Steel "H" piles
X
60.
Steel pipe for concrete pile casings
X
61.
Steel pile tips, standard
X
62.
Steel pile tips, custom
X
$$1$$ Supplemental To Wage Rates
$$2$$ Page 9
WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03105
METAL FABRICATION (IN SHOP)
Over
PREVAILING Time Holiday Nole
Classification WAGE Code Code Code
Counties Covered:
Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield
Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman
Fitter 12.75 1
Welder 12.76 1
Machine Operator 12.66 1
Painter 10.20 1
Laborer 8.13 1
Counties Covered:
Benton
Welder
16.70 1
Machine Operator
10.53 1
Painter
916 1
Counties Covered:
Chelan
Fitter
15.04 1
Welder
12.24 1
Machine Operator
9.71 1
Painter
9.93 1
Laborer
8.77 1
Counties Covered:
Clallam, Grays Harbor, Island, Jefferson.
Lewis, Mason, Pacific, San Juan and Skagit
Fitter
15.16 1
Welder
15.16 1
Machine Operator
10.66 1
Painter
11.41 1
Laborer
11.13 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 10
METAL FABRICATION (IN SHOP) 03/03/05
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Conde
Counties Covered:
Clark
Layerout
26.12
1.1
6B
Fitter
25.76
11
613
Welder
25.22
1.1
6B
Painter
22.64
1.1
6B
Machine Operator
20.04
1J
68
Laborer
19.50
1J
66
Counties Covered:
Snohomish
Fitter
15.38 1
Welder
15.38 1
Machine Operator
8.64 1
Painter
9.98 1
Laborer
9.79 1
Counties Covered:
Spokane
Fitter
12.59 1
Welder
10.80 1
Machine Operator
13.26 1
Painter
10.27 1
Laborer
7.98 1
Counties Covered:
Thurston
Layerout
25.07
1R
5T
Fitter
23.02
1 R
6T
Welder
20.99
1R
6T
Machine Operator
18.74
iR
6T
Laborer
14.88
1R
6T
Counties Covered:
Whatcom
Fitter/Welder 13.81 1
Machine Operator 13.81 1
Laborer 9.00 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 11
METAL FABRICATION (IN SHOP) o3lowo5
Over
PREVAILING Time HoCday Note
Classification WAGE Cade Code Code
Counties Covered:
Yakima
Fitter
12.00 1
Welder
11.32 1
Machine Operator
11.32 1
Painter
12.00 1
Laborer
10.31 1
Counties Covered:
Cowlitz
Fitter
23.72
1 B
6V
Welder
23.72
1 B
6V
Machine Operator
23.72
1B
6V
Laborer
15.67
113
6V
Counties Covered:
Grant
Fitter 10.79 1
Welder 10.79 1
Painter 7.45 1
Counties Covered:
King
Fitter
15.86 1
Welder
15.48 1
Machine Operator
13.04 1
Painter
11,10 1
Laborer
9.78 1
Counties Covered:
IGtsap
Fitter
26.96 1
Welder
13.83 1
Machine Operator
13.83 1
Laborer
7.35 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 12
METAL FABRICATION (IN SHOP) 03/03105
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Cade
Counties Covered:
Klickitat, Skamania and Wahkiakum
Fitter/Welder 16.99 1
Machine Operator 17.21 1
Painter 17.03 1
Laborer 10.44 1
Counties Covered:
Pierce
Fitter
15.25 1
Welder
13.98 1
Machine Operator
13.98 1
Laborer
9.25 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 13
WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03103105
FABRICATED PRECAST CONCRETE PRODUCTS
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code oG Pd
Counties Covered:
Adams, Asotin, Benton, Columbia, Douglas, Ferry,
Garfield, Grant. Lincoln, Okanogan,
Pend Oreille, Stevens, Walla Walla, and Whitman
All Classifications 9.96 1
Counties Covered:
Franklin
All Classifications
Counties Covered:
King
All Classifications
Counties Covered:
Pierce
All Classifications
11.50 1
11.90 2K 6S
9.28 1
Counties Covered:
Chelan, Kittitas, Kiickitat and Skamania
All Ciassifications 8.61 1
Counties Covered:
Clallam, Clark, Cowlitz„ Grays Harbor, Island, Jefferson, Kitsap,
Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston,
Wahkiakum
All Classifications 13.50 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 14
WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/05
FABRICATED PRECAST CONCRETE PRODUCTS
Over
PREVAILING Time Holiday Note
Classification WAGS Code Code Code
Counties Covered:
Spokane
All Classifications 20.23 1
Counties Covered:
Yakima
Craftsman 6.65 1
Laborer 7.35 1
Counties Covered:
Whatcom
All Classifications 13.67 1
$$1$$ Supplemental To Wage Rates
$$2$$ Page 15
Washington State Department of Labor and Industries
Policy Statements
(Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
The following two letters from the State Department of Labor and Industries (State
L &I) dated August' 18, 1992 and June 18, 1999, clarify the intent and establish policy
for administrating the provisions of WAC 296 - 127 -018 COVERAGE AND
EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY
OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS.
Any firm with questions regarding the policy, these letters, or for determinations of
covered and non - covered workers shall be directed to State L &I at (360) 902 -5330.
Effective September 1, 1993, minimum prevailing wages for all work covered by
WAC 296- 127 -018 for the production and /or delivery of materials to a public works
contract will be found under the regular classification of work for Teamsters, Power
Equipment Operators, etc.
$$1$$ Supplemental To Wage Rates
$$2$$ Page 16
�i
?4
t
ESAC DIVISION - TELEPHONE (206) 586 -6887
PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540
August 18, 1992
TO: All Interested Parties
F_ ROM: Jim P. Christensen
Acting Industrial Statistician
SUBJECT: Materials Suppliers - WAC 296 - 127 -018
This memo is intended to provide greater clarity regarding the application of WAC
296 - 127 -018 to awarding agencies, contractors, subcontractors, material suppliers
and other interested parties. The information contained herein should not be
construed to cover all possible scenarios which might require the payment of
prevailing wage. The absence of a particular activity under the heading
"PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not
covered.
Separate Material Supplier Equipment Operator rates have been eliminated. For
those cases where a production fcility is set up for the specific purpose of supplying
materials to a public works construction site, prevailing wage rates for operators of
equipment such as crushers and batch plants can be found under Power Equipment
Operators.
PREVAILING WAGES ARE REQUIRED FOR:
1. Hauling materials away from a public works project site, including excavated
materials, demolished materials, etc.
2. Delivery of materials to a public works project site using a method that involves
incorporation of the delivered materials into the project site, such as spreading,
leveling, rolling, etc.
3. The production of materials at a facility that is established for the specific, but
not necessarily exclusive, purpose of supplying materials for a public works
project.
4. Delivery of the materials mentioned in #3 above, regardless of the method of
delivery.
PREVAILING WAGES ARE NOT REQUIRED FOR:
1. The production of materials by employees of an established materials supplier,
in a permanent facility, as well as the delivery of these materials, as long as
delivery does not include incorporation of the materials into the job site.
2. Delivery of materials by a common or contract carrier, as long as delivery does
not include incorporation of the materials into the job site.
3. Production of materials for unspecified future use.
$$1$$ Supplemental To Wage Rates
$$2$$ Page 17
TO
FROM:
F��
.c� w.
6 f
� irsr
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
June 18, 1999
Kerry S. Radcliff, Editor
Washington State Register
Gary Moore, Director
Department of Labor and Industries
SUBJECT: Notice re WAC 296 -127 -018, Coverage and exemptions of workers
involved in the production and delivery of gravel, concrete, asphalt,
or similar materials
The department wishes to publish the following Notice in the next edition of the
Washington State Register:
NOTICE
Under the current material supplier regulations, WAC 296 - 127 -018, the
department takes the position that prevailing wages do not apply to the.
delivery of wet concrete to public works sites, unless the drivers do
something more than just deliver the concrete. Drivers delivering
concrete into a crane and bucket, hopper of a pump truck, or forms or
footings, are not. entitled to prevailing wages unless they operate
machinery or use tools that screed, float, or put a finish on the concrete.
This position applies only to the delivery of wet concrete. It does not
extend to the delivery of asphalt, sand, gravel, crushed rock, or other
similar materials covered under WAC 296 - 127 -018. The department's
position applies only to this regulation.
If you need additional information regarding this matter, please contact
Greg Mowat, Program Manager, Employment Standards, at
P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310.
Please publish the above Notice in WSR 99 -13. If you have questions or need
additional information, please call Selwyn Walters at 902 -4206. Thank you.
Cc: Selwyn Walters, Rules Coordinator
Patrick Woods, Assistant Director
Greg Mowat, Program Manager
$$1$$ Supplemental to Wage Rates
$$2$$ 18
I
t
N
E
UP -Real Estate: Temporary Use of Railroad Property: Procedures Page l of 2
Real Estate &.Utility Specifications
Temporary Use of Railroad Property
Procedures
The Application Process
The permitting process for seismic and vibrosis survey requests, movie productions, and other
projects involving temporary use of railroad property is as follows:
1. A non - refundable application fee in the amount of $545.00 must accompany your completed
Application for Right of Entry [7K PDF file] form sent to the appropriate Real Estate Manager.
Please make payable to Union Pacific Railroad Company, with the Federal Tax Identification
No. 94- 6001323.
Viewing/ Printing PDF Files
To view PDF files you will need the Adobe Acrobat Reader plug -in. If you do not have
this plug -in, it is available as a free download from the Adobe web site.
2. If possible, please provide a city, county or topographical map of the area, showing the
y proposed installation. If you require a railroad right -of -way map to locate your right -of -way
use location, such a map may be obtained (a fee may be required) from:
Mr. Joe Cuttle
Manager, Engineering Project Management System
Union Pacific Railroad Company
1400 Douglas Street, Mail Stop 0910
Omaha, Nebraska 68179
Phone: (402) 544 -4056
3. When using a street name on the application, which has been changed, please include the
current name as well as any previous name. Many of the old railroad company maps do not
reflect these name changes.
i 4.
Please refer to the information on Fixed object identity [22K GIF] for examples to assist you
in locating "fixed objects."
i
5.
`
The information on identifying Railroad Mile Post Locations will assist in locating mile post
markers, which are helpful in establishing the location of the proposed site or installation.
6.
Union Pacific's Real Estate Department is the initial contact for all right of entry requests.
Applications should be submitted by U.S. mail, or express mail to the Pipeline, Wireline, Right
of Entry and Drainage Contacts
7.
The application should be accompanied by all of the items listed in the Temporary use
Checklist before your request can be given an initial review. Incomplete applications will halt
processing.
8.
The normal turn - around time for processing applications is now running between 30 -45 days.
Please allow sufficient time for the handling of your request. Please do not call within the
initial 30 days of receipt of your request for the status of your application. Time in answering
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UP -Real Estate: Temporary Use of Railroad Property: Procedures Page 2 of 2
your phone calls only delays the processing of your request as well as all other requests from
other applicants.
9. Rush Handling: If you require rush handling of your application, please complete and return
the right of entry application form, the Rush Handling form [SK PDF] found elsewhere in this
section, and a check in the amount of $3,600.00 ($3,055.00 for rush handling & $545.00 for
application fee), and enclose all in an envelope labeled "RUSH." Please note that not all _..
projects are eligible for Rush Handling.
10. Before you enter the railroad company's right -of -way, the following must be completed:
All agreements must be executed by the applicant and the railroad company. A copy of
the executed agreement must be within the applicant's possession before entering the
railroad company's right -of -way.
Verbal Authorizations will not be permitted or granted. Generally, a minimum of
48 hours' advance notice after execution of an agreement will be required prior to entry.
License fees and insurance certificates, if required, must be submitted at the time you
execute and return the agreement.
• Clearance and approval from the railroad company's Fiber Optic Cable Hotline (800) 336- --
9193.
• Arrangements must have been made with the railroad company's local manager of track
maintenance, as listed in the agreement, for flagging protection (if required).
• You will be required to obtain Railroad Protective Liability Insurance. This may be
purchased from an insurance agent of your choice, or you may be eligible for inclusion in
UPRR'S Railroad Protective Liability Insurance program.
11. The terms of the railroad company's standard agreements are non - negotiable. Please do not
attempt to make any changes to the agreement or request alteration to any of the terms
and /or provisions to the agreement.
Viewing/ Printing PDF Files
To view PDF files you will need the Adobe Acrobat Reader plug -in. If you do not have this
plug -in, it is available as a free download from the Adobe web site.
htip:HNvww. uprr. com /reus/tempuse /procedur.shtml 6/2/2005
APPLICATION FOR RIGHT OF ENTRY
1). Name of Licensee
(Name to be shown on Document)
a). If a corporation
(Exact Name of Corporation)
a corporation of the state of
(State of Incorporation)
NOTE: The corporate name of a company should be exactly as stated in its Articles of Incorporation.
Type of Corporation; if other than a normal business corporation (this MUST be shown):
4). Name, email address and phone number of individual to contact in event of questions:
i
i
Pbonc: FAX 4 Email:
(Municipal, quasi - municipal, body politic, etc)
b). if an Individual
(Name of Individual)
of
(City & State)
c). If an individual or corporation doing business under a trade name:
(Doing Business As or Trade Name)
d). If a partnership
(Name of Partnership)
a partnership consisting of
and
all of
(City & State)
2). Name and mailing address of individual to whom instrument is to be sent for execution:
,1
(Frame & Address)
3). Address (billing address) to be shown on document if different than that shown in Item 2.
(Address)
4). Name, email address and phone number of individual to contact in event of questions:
i
i
Pbonc: FAX 4 Email:
Time period of your project and use of the Railroad Company's property? (Proposed start /stop dates.)
Stan: Stop:
5). When do you need to receive this agreement from the Railroad Company?
(Please allow 30 -45 days for
processing of this request)
G). Will there by any activity, material, vehicles or equipment within 25 feet of a railroad track in connection
with your project? Yes / No (If 'Yes, a Railroad Flagman will be required at your ,sole cost)
7). Will there by any excavation involved? Yes / No (If'Yes', include shoring plans in
compliance with attached Railroad Company standards.)
8). Site Location (City, County & State):
9). Railroad Site Location Information:
(Railroad Mile Past, Subdivision, or any other pertinent location information. Attach map/site plan.)
10). Purpose of your request:
(This must be detailed & complete; attach engineering plans, shoring plans, if applicable, and details to
support)
Additional fees and charges may be applicable to your request_ These charges cannot be determined until your
project is approved.
UP-Real Estate: Temporary Use of Railroad Property: Checklist Page 1 of 1
Real Estate & Utility Specifications
Temporary Use Checklist
' In Order for Your Right of Entry Request to Be Processed
The following is a checklist of the items that you will need to send to us. If we do not have all of
the necessary information, or if it is incomplete, we will be unable to process your request.
Rush Handling Form [4K PDF]
Required if rush handling is requested. Include a check in the amount of
-J $3,055.00 for rush handling fee.
Completed Application for Right of Entry [7K PDF]
Include a check in the amount of $545.00 for the application fee.
Contractor's Information
Required in all cases where a contractor will be used.
Site Plan
Showing locations of all property you wish to enter (including all proposed bore
holes and all other testing locations and /or facilities) to identify the specific
location of the Right of Entry area.
USGS Map
i
An expanded view showing the work area and street names.
Railroad Protective Liability Insurance
Railroad protective insurance can be obtained from your commercial insurance
carrier. In certain cases, Railroad Protective Liability. Insurance is also available from
Union Pacific Railroad Company. In all cases, general public liability insurance,
automobile liability insurance, and workers' compensation insurance will also be
required. You do not need to submit insurance information or certificates at the
time of application, but you will need to submit proof of all required coverage with
the agreement we send for your execution.
Please Note:
This process is not to be used for environmental testing or remediation projects. If your
project has any environmental aspects, please use the "Application for Environmental Right
of Entry Agreement" found in the Environmental Cleanup or Access section.
Viewing/ Printing PDF Files
To view PDF files you will need the Adobe Acrobat Reader plug -in. If you do not have
this plug -in, it is available as a free download from the Adobe web site.
http-,Hx,,,x,,�,.uprr.com/reus/tempiLse/cliecklst.shtmi 0/2/2005
UP -Real Estate: Railroad Protective Liability Insurance: Overview & Rate Schedule
uK�o�
oac�nc
Real Estate & Utility Specifications
Railroad Protective Liability Insurance
Overview & Rate Schedule
Page 1 of 2 i
Railroad Protective Liability Insurance Through Union Pacific Railroad:
Overview
When working within Union Pacific Railroad's right -of -way, your company will be required to obtain
Railroad Protective Liability insurance for the project.
Obtaining this insurance for smaller projects can be a time - consuming and costly purchase for the
contractor. With a blanket Railroad Protective Liability policy made available to Union Pacific
through a national broker, your company may save both time and money. In as little time as it
takes to complete a single -page application and send us a check (which includes the cost of the
coverage and a Union Pacific administrative fee), the Railroad Protective Liability coverage is in
place.
We consider this program a timesaver in obtaining Railroad Protective Liability insurance. It will
also give your company another price to compare when shopping the insurance market.
If you elect to take advantage of the program, please DO NOT include your application for this
insurance coverage or the fee with your initial application for a permit. The completed insurance
application form and appropriate fee should be provided to us along with the executed agreement,
after your request has been approved and the proposed agreement has been provided to you.
If you have any questions, call Union Pacific's Insurance Department at (402) 544 -2215
Current Rate Schedule
All projects commenced after January 1, 2002 that are included in the Railroad's blanket Railroad
Protective Liability Insurance Policy will. be subject to the following rates:
a. Installation of (1) overhead wire (2) underground wire or pipe
Traverse Installations
Overhead Underground Open Cut
$1,240 $1,400 $1,480
Longitudinal (Parallel) Installations
Length in
Overhead
Underground
Feet
0-250
$1,240
.$1,400
251 - 500
$1,320
$1,480
501 - 1,000
$1,400
$1,600 --
http: / /w-w�w.uprr.com/reus /group /rrinsure /insurovr.sbtnil 6/2/2005
I- P -Real Estate: Railroad Protective Liability Insurance:
,I
Overview & Rate Schedule Page 2 of 2
1,001 - 2,000
$1,560
$1,760
2,001 - 4,000
$1,920
$2,120
4,001 - 6,000
$2,080
$2,280
6,001 - 8,000
$2,240
$2,440
8,001 - 10,000
$2,360
$2,600
Over 10,000 must be submitted to Underwriter for rating and approval.
b. Construction not including wire and pipeline installation.
j Construction includes parking lot construction, station or building repair, maintenance
work, weed control, cutting or spraying, seed planting, grass cutting, signal repair,
bridge painting, installation or private grade crossings, bridge maintenance,
landscaping, rock scaling, building and demolition.
Spur and sidetrack construction, maintenance or repair, grade crossing maintenance
and sign board construction, bridge surface repair, survey work, test borings and
bridge inspection:
• Full contract value shall not exceed $5,000,000,
• with a contract value not to exceed $3,500,000,
rr ° within 50 feet of the railroad.
I�
Full Contract Value Contract Value Within 50 Feet Rate
0 - $1,250,000 0 - $1,250,000 $2,600
$1,250,001 - $2,500,000 0 - $2,500,000 $3,900
$2,500,001 - $3,500,000 0 - $3,500,000 $7,800
$3,500,001 - $5,000,000 0 - $5,000,000 Refer to Underwriter
I
http : / /wr" w.uprr. coin /reus /group /rrinsure/insurovr.shtml 6/212005
Rearmed 2AM2 .
APPLICATION FORM
RAILROAD PROTECTIVE LIABILITY INSURANCE
1) Name and address of UPRR Representative: I
(leave blank — to be filled in by railroad)
2) UPRR Contract Folder Number.
3) Description of Operations:
4) Complete Appropriate Project Information:
PipelinelWireline Project (fill in linear footage within Railroad Right -of -Way)
a) Crossing Overhead b) Crossing Underground
c) Longitudinal Underground d) Longitudinal Overhead
e) Other (describe fully)
i
OR _
Other Construction Project (total project cost cannot exceed $5,000,000 )
a)
Subsurface Soil/Sedement Samples
b)
Hand Held Auger Borings
c)
Soil Gas Survey Points
d)
Boring Drilled w /Soil Samples
e)
Temporary Piezometer Wells
f)
Temporary Monitoring Wells
g)
Recovery Wells w/ above ground equipment
h)
Recovery Systems & Above Ground Equipment
f)
Other Construction Project (Describe Fully)
Total Project Cost is $
5) Job Location:
6) Start and End Dates of Work within Railroad Right -of -Way
7) Designated Contractor.
Mailing Address:
8) Name of involved Governmental Authority or other Contracting Party:
Mailing Address:
9) Cost of Railroad Protective Liability coverage for this project $
THIS COVERAGE WILL NOT BEGIN UNTIL THE UNION PACIFIC RAILROAD REPRESENTATIVE HAS
RECEIVED ALL (3) ITEMS SHOWN BELOW:
(1) A CHECK (in the name of Union Pacific RR) FOR THE AMOUNT QUOTED IN ITEM #9 ABOVE -
(2) A CERTIFICATE OF INSURANCE EVIDENCING THE GENERAL LIABILITY COVERAGE REQUIRED
IN YOUR CONTRACT; and
(3) THIS SIGNED COMPLETED FORM.
APPIACANT'S SIGNATURE
Title: Date:
i
i
1,
UP -Real Estate Railroad Protective Liability Insurance Page 1 of 1
Real Estate & Utility Specifications
Sample Insurance Requirements
Licensee shall, at its own sole cost and expense, procure the following kinds of insurance and
promptly pay when due, all premiums for that insurance. The following insurance shall be kept in
force during the life of this Agreement:
General Public Liability Insurance
Automobile Public Liability Insurance
• Worker's Compensation Insurance
Railroad Protective Liability Insurance (during construction or maintenance only)
The limits of coverage under each of the required insurance policies will be based on the activity
and risks involved with the specific project. Specific insurance requirements will be provided to you
In the agreement covering your project when it is approved by the Railroad.
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M0516 Montgomery Avenue Pawmem Cores
Core #4
Surfaee Cond {1On- Alligator CrackIng
0" -1 %"
ACP —'l." minus
II/W"- 354"
ACP -ltl." minus
35/r -&4"
Top Cours& sub- angular
6 314'_-?
auk, Dark Brown Silty Sand
I
Very Moist
Core #5
Surface Condition- Horiaanlal Cracking
V- V/4" /4"
AC - }/4" minim
13,4 "- 3'f7"
ACP -P/" minus
31,T- 71' :"
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I
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Core #6
Sau�zee Condi?ron- Horizanlal Cracking
0 ".1" ACP- r:" minus
2 "4" ACP -'/" minus
4 „ -7” ACP- P/4" minus
7"-9" Top Course -sub- angular
9" -? Suede, Dark Brown Silty Sand
with GravO' Leery Moist
Budinger & A sociales,. Inc.
Cieolechnical & .Envimnmental Engineers
Consp,uchon Materials 1esling & Inspection
M05167 Montgomery Avenue Pavement Cores
Core #5
Surface Condition - Horizontal Cracking
0 " -1' /l' - ACP — %" minus
1'/. "- 3' /Z" ACP -1'/." minus
3'/ "- 7'/2" Top Course- sub -angular
7' /Z " -? Subgrade, Dark Brown Silty Sand,
with Gravel, Very Moist
Core #6
Surface Condition- Horizontal Cracking
Core #4
ACP - 3/4" minus
Surface Condition- Alligator Cracking -
0 " -1'/."
ACP -'/4" minus
13/,"- 35/8"
ACP -1'/." minus
35/8 " -6 %"
Top Course- sub - angular
6 3/4 " -?
Subgrade, Dark Brown Silty Sand
with Gravel, Very Moist
Very Moist
Core #5
Surface Condition - Horizontal Cracking
0 " -1' /l' - ACP — %" minus
1'/. "- 3' /Z" ACP -1'/." minus
3'/ "- 7'/2" Top Course- sub -angular
7' /Z " -? Subgrade, Dark Brown Silty Sand,
with Gravel, Very Moist
Core #6
Surface Condition- Horizontal Cracking
0 " -2"
ACP - 3/4" minus
2 "4"
ACP - 3/4" minus
4 " -7"
ACP- 1'/." minus `
7" -9"
Top Course- sub - angular
9 " -?
Subgrade, Dark Brown Silty Sand
with Gravel, Very Moist
Budinger & Associates, Inc.
Geotechnical & Environmental Engineers
Construction Materials Testing & Inspection
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9'h" - ?
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Core #8
Surface Condition - longitudinal Cracking
0 " -1'/Z"
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ACP - V minus
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ACP- 1'/." minus
5 %< "- T'
Top Course- sub - angular
7 " -?
Subgrade, Dark Brown Silty
Gravel with Sand, Very Moist,
Soft
Core #9
Surface Condition - Alligator Cracking
0 "- 1' /s ' ACP - %" minus
1' /z "- 35/8" ACP- PA" minus
35/8 " -5-1/4" Top Course - sub- angular
5 % " -? Dark Brown Silty Gravel with
Sand, Very Moist
Budinger & Associates, Inc.
Geotechnical & Environmental Engineers
Construction Materials Testing & Inspection
M05167 Montgomery Avenue Pavement Cores
Core #10
I
Surfac Condition - Alligator & Horizontal
Cracking
ACP -3/4" minus
0 " -l' /,"
ACP -3/4" minus i
1'/2 "-4"
ACP -1'/." minus
4" -6'/4"
Top Course - sub - angular
6'/4 " -?
park Town Silty Gravel —'
with Sand, Very Moist, Soft
Core #11
Swfac Condition -1Vo Cracking
0" -2"
ACP -3/4" minus
2 "-4"
ACP -1' /," minus
4 " -9"
Top Course - sub - angular
9"-?
Dark rown Silty Gravel
6u4 "-?
with Sand, Very Moist, Soft
Core #12
Surfac Condition - Alligator & Horizontal
Cracking
0 " -13A 11
ACP -3/4" minus
1 -va " -3%"
ACP -1' /." minus
3'/: " -6w4"
Top Course- sub - angular
6u4 "-?
Dark rown Silty Gravel with
Sand, Very Moist, Soft
Budinger & Associates, Inc.
Geotechnical & Environmental Engineers
Construction Materials Testing & Inspection
M05167 Montgomery Avenue Pavement Corer - Figure
I ,
Core #13
Surface Condition- Alligator Cracking &
Potholes
ACP - %" minus
0 "- 1' /s"
ACP- '/," minus
1' /z "-4"
ACP- 1'/." minus
4 " -T'
Top Course-sub- angular
T' -?
Dark Brown Silty Gravel with
Sand,Very Moist, Soft
Core #14
Surface Condition - Alligator Cracking
0 "- 2"
ACP - %" minus
2 " -0'/."
ACP- 1'/." minus
4' /. " -T'
Top Course - sub - angular
Ty -?
Dark Brown Silty Gravel with
Sandy Very Moist, Soft
Core #15
Surface Condition- Longitudinal Cracking
0"- 2" ACP- 1/4" minus
2 " -5%" ACP- 1'/." minus
5'/. " -8" Top Course - sub - angular
8" -? Dark Brown Silty Gravel with
Sand,Very Moist, Soft
Budinger & Associates, Inc.
Geotechnical c& Environmental Engineers
Construction Materials Testing & Inspection
M05167 Montgomery Avenue Pavement Cores
Core #16
Surface Condition- Horuonial Cracking
0 "- 2"
ACP- '/4" minus
2 "- 4 %"
ACP- 1'/." minus
4 % " -T'
Top Course- sub - angular
7" -?
Dark Broom Silty Gravel with
16 " -?
Sand,Very Moist, Firm
Core #17
Surface Condition- Alligator Cracking
0"- 2" ACP-/4" minus
27- 4113" ACP- l'' /4" minus
4.1/3 " - 6%." Top Course- sub - angular
T'-? Dark Brown Silty Gravel with
Sand,Very Moist, Firm
Cone #18
Surface Condition -No Cracking
0 "- 1'/. "
ACP -'/4" minus
1% "-4'/:"
ACP- 1'/." minus
4' /z "- 16"
Crushed NSDOT Top Course
LL Brown, Fractured .
16 " -?
Subgrade, Lt Brown Sandy
Gravel with Silt, Firm
Budinger & Associates, Inc.
Geotechnical & Environmental Engineers
Constrruction Materials :Testing & Inspection
1`
i�
M05167 Montgomery Avenue Pavement Cores
Core #19
Surface Condition- No Cracking
0 "- 2"
ACP- 114" minus
27- 4'/,"
ACP- 1' /d' minus
4'/, "- 14 %z"
Crushed WSDOT Top Course
Lt. Brown, Fractured
14 %z " -?
Lt. Brown Sandy Gravel with
Silt, Firm
Core #20
Surface condition - A'o Cracking
0 " -2"
ACP 3/4" minus
2 "4"
ACP 1'/," minus
4 " -7' /z"
Crushed WSDOT Top Course
Lt. Brown, Fractured
7' /,"-11' /z"
1' /" Minus Crushed Base
Course
11' /z " -?
Dark Brown Silty Gravel with
Sand,Very Moist, Firm
Budinger & Associates, Inc.
Geotechnical & Environmental Engineers
Construction Materials Testing & Inspection
e
9YW.30L 6 LAN;
1 RYMMMAICAL ABOUT
GRID 13 A- SQUARE
TYPE 4S
TRAFFIC ARROW
c
1
i
L
b
6YALEOL 6 LANE
1
s m
i
TYPE 5 TRAFFIC ARROW
LANE
WIRROR IWAGE OF TYPE! E3L
4NSi.AORFD ABOUT LANE CENTERLINE)
3
A AC
Pow q f zas"
TYPE GSL (LEFT) 'FlONA L E gad`
TRAFFIC ARROW ANA
EXPF.'LS WAY 5, 2005
SYMBOL MARKINGS
TRAFFIC ARROWS FOR
LOW SPEED ROADWAYS
STANDARD PLAN M- 24.40 -00
Si±_ET 2 OF 2 smarTs
APPROVED FOR PU3LICAtION
Harold J. Peferfeso 03.04 -05
VIP
�-
aww �.worr.e�...w....oc.v�wn..a. e+.. +• L� ,NaWyyf.. fre. wavfrwsr.l tnnq.n.fw
SYVBOL
A LANE
f
GRID IS v SQUARE
TYPE 23L (LEFT)
TRAFFIC ARROW
TYPE 18R (RIGHT)
TRAFFIC XRROW
MAROR II.MO.'r. OF
TYPE 21, (LEFT)
TRAFFIC ARRONV
SYMWI. 6 LAME
f
GRID 99 4• SQUARE
TYPE 33L (LEFT)
TRAFFIC ARROW
NOTE
Uso the dtmenalons mown on this plan (or each
type Traffic Arrow being placed on medwaye with
a posted spood limit of 40 mph or lower.
5
o �
AO ze6lU O ��
TYPE 38R(RIGHT) "�jR6GrI7b *° Gee
TRAFFIC ARROW 0NAL 6�
MIRROR LMAOE OF EXPIRES u6Y 5. "eU0
TYPE 3L ILEFij
7}IAFflC ARROW SYMBOL MARKINGS
TRAFFIC ARROWS FOR
LOW SPEED ROADWAYS
STANDARD PLAN M- 24.40 -00
F1EE7 1 OF 2 SHEET
APPRDVEO FOR PUEUCAnoN
Harold J. Poterfeso 03.04-08
VIP
M��.IOY ��p1wu.A.��.a-CMOn .tAll .461. Is.11
urt.mcr.
SKIP CENTER LINE AND LANE LINE
NO-PASS LINE AND LEFT TURN LINE
ME CONTRACT FOR LENOTM
la
rc oft +2. -
1 ME NOTE ]
DOUBLE YELLOW CENTER LINE L SEE NOTT N °"
YILLOW FOR udv CENTER
LASE. NSaTi FOR LANE LANE
+a
L YELLM
REVERSIBLE LANE LINE
DROP LANE LINE
SRIY GtN ILK LINt AMP utne LInC
s r z r r
V
"M OR lu W�f
SEE NOTE 2
DOTTED EXTENSION LINE
DOTTED WIDE LINE
ME CONTRACT RM L (MOTH
Ilk
riuCw
EDGE LINE
ME COMPACT MR UPOM
r
VMITE
MADE LINE
ME CONTRACT P011 LUI01R1
all IV
BARRIER LINE YIELLOW
COTT ZEC
S ' M 944 �I
A
}
NOTES
1. See the Stand" Pena for Poven+etd Marking DOLE
"rONAI °'
2 Dotted Extension Line "I be the sarna color as tha ens
I EKPNES NAY S. 2005
It N utendm.
LONG LIN! MARKING
J. Do bw Yellow Caron une enatl be 12' between Imes
PATTERNS
Tor n+rythkV. exo W e- Tor u!t burn channolt2ation and
narrow roadways with +0' hne wwdMU or less. STANDARD PLAN M-20.10-00
a. Edge Line Shan be white on right saps of trrmled wiry, SHEET 1 a 1 SHEET
and y000vw On Oft ad" of Trawled way on one way APPROVED FOR PUBLICATION
rood*",
Harold J. Pefteiti10 03-"45
�� w.wsw.rr.wwfs .a rr� wr++�r'•• r... rrwwwr .l r.....rww..
at Lm
r 1'r I
agNMAl. NOTE
gee a6nbild W kxauon and malerlal mciWit r4m.
1, . 2.
W um
WH o�
je BO FL
a@ 166 FL
'ii iri6 Ft
�o ]2a Ft
46 706 Ft
j6 3Ta FF.
65 i!O Fi
dd 69} R
E5 E9} FL
• 616%N6KYh!A 614,W TI
A:E A"RPRiM41E.
6E CCNTRNCI
r -�
. LD)
11D
LAK i
I � i
W QIETAL
'� I1 ■YMOLGETAIL Ec4EUNE
LANE: LINE OR ,l .� EDGE LINE LANE LPA 6R
RCAgvx+.r _ I C ExP14E5 Ma, 5, 2C45'.
CENTERLINE
:
LAYOUT KEY NOTES LAYOUT RAIL ROAD CROSSING
Ci ' Bid lern'ialrad Gnielnq SSmW' klmas L AYOUT
-x- eymhd, refers. end ten 24' wWo brans. STANDARD PLAN MA- 11.104DO
wales Ilnes.
E[HEET 7 OF + aIEEF
STANDARD SYMBOL - 20 ZOr
YMBOL ZOr whlle Irammma Ilrm ALTERNATNE SYMBOL � AP�K WEE FM FUKrAn[M –I
0 W10.1 Advance Wmrnlap Stn (not Included Harold J. Pefwtsa 0-a 5
In PR Cmwing $y+r+Rm M Ilem� —
U plain stop uwo 15' fmm She nearest Fell or ...�+ •.a- •�•�•, ��,•a•a •� y,, r� y.�, p,�,,�,,,,, ..wtil..
npprmxlma6slyr a Best fmm RR pile, If pmmml. " """"" "r••� � •m, W� °�
of
SEE CONTRACT APPROACH TAPER -O
DIMENSIOW
'H'
FOR LENGTH OF L4+
STORAGE LA.Nf c0 -!f
DIMENSION
'K"
NO PASS UNE
50 -I J OD WHITE EDGE LINE J (VMEN REQUIRED)
STOPPING POINT FOR
LEFT TURN LANE
........... .
220
U.
Its MPH
JI UMI T DOUBLE YELL OW CENTER UNE 87CIP CENTER LINE
�1 O
20
HIDE UNQ 01 JI INARROLV PATTERN
11•
LEFT TURN CHANNELIZATION
00
REDUCED TAPER LENGTHS - SYMMETRICAL WIDENING
IRV
(FOR UMRED USE 111 URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESS)
SEE CONTRACT APPROACH TAPQFL' -F
FOR LENOTM OF
i- 3TORADE WIE W IV
su J J J DOUBLE YELLOW CENTER LOT.-
(KARRO% PAYTERa)
STOPPINO POINT FOR )
LEFT TURN LANE •---- •••-•-
��` �•` ` LKDe U4E WHITQ EDOE UX:
LEFT TURN CHANNELIZATION
REDUCED TAPER LENOTHS - ASYMMETRICAL WIDENING RIGHT OF CENTERUNE
IFOR UMITOD USS IN URBAN AREAS WITH POSTED SPEEDO OF 40 MPH OR LEE31
SEE CONTRACT
FOR LVMTH OF
STORAGE LANQ 1 SO 'M DOUBLE
5P 1 I TT
(NAARH PATTERCENTER
D
O ER LINE
I I /
STOPPING POINT FOR
LEFT TURN LANE I \�
J I \ I -� I "�- WNT'_ EDGE UNE I J
WOE LINE •�
LEFT TURN CHANNELIZATION
REDUCED TAPER LENGTHS - ASYMMETRICAL WIDENING LEFT OF CENTERLINE
(FOR UMRED USE IN URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESS)
OPTIONAL MARKED DECELERATION TAPER
(FOR UWTaD USE IN URBAN ARQAeI
POSTED
SPEED
APPROACH
TAPER -0**
DIMENSIOW
'H'
APPROACH
TAPER '.r
DIMENSION
'K"
4D MPM
1a0
27'
220
U.
Its MPH
12Y
20
249
11•
30 MPH
00
Ur
IRV
39
20 MPH
1.
10
128
21'
20 MPH
40
I T
!0'
I Ly
DOUBLE YELLOW
CENTER LINE
GENERAL NOTES
SxIP CQaftER LINE T. The channelizatlon 0hmm on Ihls plan assumes
optimal roadway geoineWc daryn. The dimen-
slons may vary to W exlsOnp cond41ons. See
Contract.
L ■ T2' Typical Laao NShch. See Corilmd tot spoc)-
\ )lad lone wtdths.
x0 PASS LINE LEGEND
(NHEN REC'UAED)
r Type 21. TmMc Arrow
SCC is 11:
u
-a 4
10o� f 29.40
NO PASS LUM 13 Tap \
(VMF•N REQUIRED) fry /OPAL Q'�G
C7tRRE5 AIRY 5.20D5
LEFT TURN
CHANNELIZATION
REDUCED TAPERS
SlLIP CENTER UNE STANDARD PLAN M- 3.20 -00
SHEET I OF 1 SHEET
APPROVED MR PUSUCATION
Harold J. Pofor/eso 12 -16-04
. <.ee.n..,o....00.:.A,..a. -.._o.
z�
STOPPIND POINT FOR
LEFT TURN LANE
b
au
�i LI
TAO -AWAY LEFT
TURN LINES
e�
�IE
�g {L�
�If9.
Y0�
SETT CONTRACT ,
FOR LENGTH OF
STORAGE LANE 'E' a tD7 507 MAX. I
IAHITE EDGE LINE TY40 -MY LEFT TURN UNE 27 TO 28
• I 217 TO 20'
1 l 1
� Yl.OE ILKE DOUdLE YELLOW CENTER LINE
(YARRO'N PATIaN) -
LEFT TURN CHANNELIZATION
IN TWO.WAY LEFT TURN LANE
NO PASS LINE
!' ('h111UI NPOUIRED)
SKIP CE.ICTER LINE
STOPK%iG POINT FOR
LEFT TURN LANE
N,_ DOUBLE TELLUI G-til- ER LINE
(NARROW PATTERN)
TWO -WAY LEFT TURN LANE TRANSITION
WIDE UNE
YELLO'N EDGE UNE
DOUBLE YELLOW WHITE EDGE LINE.
CENTER UNE
( NARRCW PATTEILY)
LEFT TURN CHANNELIZATION
IN PAINTED MEDIAN
GENERAL NOTES
1. The chunnolixatten shown on IBIS plan assumes
optimal madwary geometric doslga. The d'fnen-
el ms may wry to III existing conditions. SOB
Contract.
L a 12' Typxal Lane AWL&
POSTED
SPEED
DIRECTION OF TRAFTIC
TAPER
P
00 MPH
L27
iT0'
300'
60 MPH
L17
100'
330'
00 MPH
107
1w
300'
As MPH
e0
270'
Ao MPH
97
2.0'
30 MPH
TO
F14W'
210'
20 MPH
07
20 MPH
07
160'
20 MPH
40'
07
127
See Contract 1w opoelfi0.
lane wldthe.
LEGEND
1"'^ Type 2L Tlefhc Allow
b'" tln tAdY /,yy, -NCO
ti
AOA *�, zneeo 40 24>
�sryONAL y:�G`
lxPtRES 11ey 5, 2DD5
TWO -WAY LEFT TURN
AND MEDIAN
CHANNELIZATION
STANDARD PLAN M -3.4"D
SHEET 1 OF I SHEET
APPROVED FOR PIALICATION
Harold J. Potur/eso 12 -15.04
/�, gun ucw c42L� �+�
. Ln.ISSI� iln. o.pe.w.n el fie+.ztiaen
DIRECTION OF TRAFTIC
a' AIDE YELLOW UNE r MADE YELLOW
EDGE LINE
+ �' MIN. r WIDE YELLOW
EDGE UNE
.cr MAx,
PAINTED OR PLASTIC
MEDIAN (SEE 0111AIL)
DIRECTION OP TRA}'FK:
PAINTED OR PLASTIC MEDIAN DETAIL
See Contract 1w opoelfi0.
lane wldthe.
LEGEND
1"'^ Type 2L Tlefhc Allow
b'" tln tAdY /,yy, -NCO
ti
AOA *�, zneeo 40 24>
�sryONAL y:�G`
lxPtRES 11ey 5, 2DD5
TWO -WAY LEFT TURN
AND MEDIAN
CHANNELIZATION
STANDARD PLAN M -3.4"D
SHEET 1 OF I SHEET
APPROVED FOR PIALICATION
Harold J. Potur/eso 12 -15.04
/�, gun ucw c42L� �+�
. Ln.ISSI� iln. o.pe.w.n el fie+.ztiaen
BIDDER'S PACKET
Montgomery Avenue Rehabilitation Project
University Road to Westbound I -90 On -Ramp @ SR -27 (Pines Road)
BID NO. 05-004
CITY OF SPOKANE VALLEY
MONTGOMERY AVENWE REHABILITATION PROJF,CT
PROPOSAL
The undersigned hereby certifies that (he /dley) (has /have) personally examined the location and construction details
of work as outlined on the plans and specifications for the above project and (has/have) read thoroughly and
understands 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 proposes to undertake and complete the work
embraced in this improvement in accordance with said plans, specifications, and contract and at the following
schedule of rates and prices:
(Note: Unit prices for all items, all extensions, and total amount of bid must be shown.)
All prices shall be in legible figures (not words) written in ink or typed.
Item
Item Description
Units
Quantity
Price/Unit
Total Amounts
1
MOBILIZATION
L.S.
1
2
CLEARING AND GRUBBING
L.S.
1
3
REMOVE PAINT LINE
LF
1,650
4
REMOVING PAINTEI) TRAFFIC MARKING
EA
1
5
ROADWAY EXCAVATION INCL. HAUL
CY
1,675
6
ADJUST VALVE BOX
EACH
12
7
ADJUST MANHOLE
EACH
4
8
ADJUST CATCH BASIN
EACH
12
9
BALLAST
CY
651
10
CRUSHED SURFACING BASE COURSE
CY
550
11
CRUSHED SURFACING TOP COURSE
CY
550
12
CRUSHED SURFACING TOP COURSE - FOR
SHOULDERS
CY
115
13
PLANING BITUMINOUS PAVEMENT
SY
20,457
CITY OF SPOKANE VALLEY 2 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REFiABIL1TAMON PROJECT
BTD RESPONSE DOCUMENTS
BID PROPOSAL
PROJECT NUMBER: 05 -004
PROJECT TITLE: Montgomery Avenue Rehabilitation Project
NAME OF FIi M SUBMITTING BID:
Each bid shall constitute an offer to the Cite of Spokane Valley as outlined herein and no bidder
may withdraw his bid after the hour set for the bid closing except under the conditions explained
in the Information to Bidders Section.
RECEIPT OF ADDENDA: Bidder acknowledges receipt of the following addenda:
Addendum No. hate Addendum No. Date
REJECTION: The City reserves the right to reject any or all proposals; portions or parts thereof
and to waive all minor irregularities in bidding. Special attention will be directed to the
qualifications of the bidders when considering awarding a contract.
TIME TO COMPLETE: The contract shall be completed in twenty (20) consecutive working
days from the date of commencement stipulated in a Notice to Proceed with the understanding
that time is of the essence in the performance of this contract. The Notice to Proceed is generally
issued between 11 and 15 days after award.
BID IS NOT ELIGIBLE FOR CONTRACTOR'S BOINID ELECTION to withhold 50%
retainage in lieu of furnishing a Contractor's Bond (Performance And Payment Bond).
SUBCONTRACTORS LIST: See Special Notes
SUBMITTAL: The `Bid Response Documents" Section constitutes the Bid Proposal when
completed and submitted. Please submit the Bidder's Packet with the completed Bid Response
Documents.
FREIGHT: Bid price(s) to include all freight costs to the job site.
Person/Entity Name:
Sibnature Of Bidder:
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE RERABILITATION PROJECT
Item
N
Item Description
Units
Quantity
Price/Unit
Total Amounts
14
CONSTUMION GEOTEXTILE
SY
1,955
15
HIMA CL. A PG 64 -28, 0.33 FT. DEPTH
SY
21,500
16
SUBGRADE PREPARATION
SY
21,500
17
PAVEMENT SAW CUTTING
LF
420
18
PLASTIC LINE
LF
18.135
19
PLASTIC WIDE LINE,
LF
300
20
PLASTIC TRAFFIC ARROW
EACH
20
21
PLASTIC STOP LINE
LF
100
22
PLASTIC RAILROAD CROSSING SYMBOL
EACH
2
23
TEMPORARY PAVEMENT MARKING
LF
5,000
24
PROJECT TEMPORARY TRAFFIC
CONTROL
L.S.
1
25
CONSTRUCTIION SIGNS CLASS A
SF
60
26
OTHER TRAFFIC CONTROL LABOR
HR
400
27
-MINOR CHANGE
CALC
1
28
TEMPORARY USE OF RAILROAD
PROPERTY
LS
1
29
SPCC PLAN
LS
1
TOTAL
Person/Entity Name: Signature Of Bidder;
CITY OF SPOKANE VALLEY 3 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
REPRESENTATIONS AND CERTIFICATIONS
ANTI- KICKBACK No officer or employee of the City of Spokane Valley, having the power or
duty to perform an official act or action related to this submittal, shall have or acquire any
interest in this submittal, or have solicited, accepted or granted a present or future gift, favor,
service, or other thing of value from or to any person involved in this submittal.
REPRESENTATION: In submitting this bid we represent that the bid documents have been read
and understood, that the site has been visited and or that we have familiarized ourselves with the
local conditions under which the work is to be performed, that by signature of this proposal we
acknowledge all requirements and that we have signed all certificates contained herein.
REPRESENTATION: In submitting this bid we acknowledge the requirements and conditions
applicable to bid deposits in the form of a cash bid deposit or surety bond bid deposit.
NON - COLLUSION: That the undersigned person(s), firm, association or corporation has (have)
not, either directly or indirectly, entered into any agreement, participated in any collusion, or
otherwise taken any action in restraint of free competitive bidding in connection with the project
for which this bid is submitted.
I CERTIFY that no final determination of violation of RCW 50.12.070(l)(b), 50.16.070(1)(b), or
82.32.070(1)(b) has been made by the Washington State Departments of Employment Security,
Labor And Industries or Revenue respectively dated within two years of the date of the closing
of this bid. I understand further that no bid may be submitted, considered or contract awarded for
a public work to any person or entity that has a determination of violation of the above
referenced statutes within two years from the date that a violation is finally determined and the
date of this bid closing.
I CERTIFY that to the best of my knowledge the information contained in this proposal is
accurate and complete and that I have the legal authority to commit this Firm to a contractual
agreement. I realize the final funding for any service is based upon budget levels and the
approval of the City of Spokane Valley.
I CERTIFY that by signing the signature page of this bid, I am deemed to have signed and have
agreed to the provisions of this declaration.
Name:
person/entity submitting bid (print)
Signature:
Title:
Date:
CITY OF SPOKANE VALLEY 4 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
CONTRACTOR'S ADMTNMSTRATTVF UVFORMATTON
1. PERSON /ENTITY
a. Name as registered with the State Of Washington:
b. Physical Address:
c. Mailing Address including zip code:
d. Remit To Address including zip code:
e. Telephone number including area code:
f. Fax number including area code:
g. E -mail address for business correspondence:
h. Washington State Contractors License Number:
i. Federal Tax Identification Number:
j. Washington State UBi Number:
k. State Industrial Account Identification Number:
2. INSURANCE COMPANY:
a. Name of company:
b. Mailing Address including zip code:
c. Insurance Agent Name:
d. Insurance Agent Telephone number including area code:
e. Insurance Agent Fax number including area code:
3. BONDING COMPANY:
a. Surety Name:
b. Surety Mailing Address including zip code:
c. Bonding Agent Narne:
d. Bonding Agent Mailing Address including zip code:
e. Bonding Agent Telephone number including area code:
f. Bonding Agent Fax number including area code:
Person /Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 5 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
BIDDER QUALIFICATION STATEMENT
The following statements of experience, personnel, equipment, and general qualifications of the Bidder
are submitted with the assurance that the owner can rely on its accuracy and truthfulness. If more space is
required for your answers please attach a continuation sheet(s) to the corresponding bid response page
referencing the item number.
1. The company has been in business continuously from (month and year)
2. The company has had experience comparable to that required under the proposed contract:
a. As a prime contractor for years.
b. As a subcontractor for years.
3. The following is a partial list of work completed that was on an order of magnitude equal to or greater
in scope and complexity to that required under the proposed contract.
Year Owner & Person to ntact
Value
Phone No. Location
Contract
4. A list of supervisory personnel currently employed by the Bidder and available for work on the project
(Construction Manager, principal foreman, superintendents and engineers) is as follows:
Name
Title
Years of
Enerience
5. Please attach a resume of the qualifications, previous employers, and experience of the project manager
who is proposed to be assigned to the project. If a resume is not included in the bid documents the bidder
agrees to furnish a resume within 24 hours of notice by the City.
6. following is a listing of all projects the company has undertaken in the last five years, which have
resulted in:
a. Arbitration or litigation.
b. Claims or violations being filed by the Federal Government or the Washington State Departments of
L & 1, Employment Security or Revenue.
c. Liens being filed by suppliers or subcontractors.
Person /Entity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 6 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
BWDER COMPLIANCE CERTIFICATION
PROJECT COMPLIANTCE
In compliance with the request for quotation, bidder hereby proposes to perform all work for this project
in strict accordance with the contract documents, within the time set forth therein, and at the prices bid.
SPECLFICATION? CON VI-LANCE
The bidder certifies below that his bid complies in all respects with the attached specification documents,
including the minimum specifications.
YES
NO
if NTO list below, in detail, any and all deviations.
LIST DEVIATIONS:
Person/Entity Name:
CITY OF SPOKANE VALLEY 7
MONTGOMERY AVENUE REHABILITATION PROJECT
Signature Of Bidder:
BID RESPONSE DOCUMENTS
BID DEPOSIT
FORM OF BID DEPOSIT - CHECK ONE: Please submit this sheet with the bid deposit.
CASH. Attach the deposit behind this sheet.
SURETY BOND - Attach bid bond behind this sheet. I7 ItiS STROIVGI YR.CCdMMEA,QED THAT
YOU U,�C THE ATl ACHED FORM.
Person/E ntity Name:
Signature Of Bidder:
CITY OF SPOKANE VALLEY 8 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
This page left blank intentionally.
CITY OF SPOKANE VALLEY 9 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
S06& ..;oOValley
BID DEPOSIT SURETY BOND FORM
NAME OF PROJECT: Montgomery Avenue Rehabilitation Project
PROJECT/BID NUMBER: 05 -004
NAME OF FIRM:
We,
as Principal, and
BOND NO:
as Surety, are held and firmly bound unto the CITY OF SPOKANE VALLEY, a Washington State Municipality, in the
penal sum of FIVE PERCENT (5 %) OF THE TOTAL AMOUNT 'BID, for the payment of which we jointly and severally
bind ourselves, and our legal representatives and successors.
THE CONDITIONTS OF T14E OBLIGATION are that if the City of Spokane Valley shall make timely award to the
Principal according to the terms of the bid documents; and the Principal shall, within ten (10) days after notice of the
award, exclusive of the day of notice, enter into the contract with the City of Spokane Valley and furnishes the
contractor's bond (performance and payment bond) with Surety satisfactory to the City of Spokane Valley in an amount
equal to one hundred percent (100 %) of the amount of the bid proposed including Washington State Sales Tax then this
obligation shall be null and void; other%vise if the Principal fails to enter into the contract and furnish the contractor's bond
within ten (10) days after notice of the award, exclusive of the day of notice, the amount of the bid deposit shall be
forfeited to the City; but in no event will the Surety's liability exceed this bond's face amount.
SIGNED AND SEALED THJS DAY OF
YEAR 20
SURETY PRINCIPAL
Signature Signature
Typed Name
Title
(SEAL)
Typed Name
Title
CITY OF SPOKANE VALLEY 10 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
Contractor Agreement
Special Conditions
The undersigned agree to the following special conditions as part of the Construction Agreement between The City of Spokane Valley
and
Contractor
1. Section 3 Plan and Tables A R B (SEE FOLLOWING PAGES)
2. Title VI of the Civil Rights Act of 1964 Clause
3. Section 109 of the Housing and Community Development Act of 1974 Clause
4. Access to Records Clause
5. Notice: of Requirement for Affirmative Action to Ensure Equal Employment Opportunity
6. Standard Federal EEO Construction Contract Specifications (EO 11246)
7. Certification of Non-Segregated Facilities
8. Federal Labor Standards Provisions
9. Federal Wage Decision
A copy of each of these special conditions is attached to this agreement.
Agreed to on this date by:
Contractor
Date
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
CONTRACTOR
Section 3 Plan
agrees to implement the following specific
affirmative action directed at increasing the utilization of lower income residents and
businesses within Spokane County.
A. To ascertain from the locality's CDBG program official the exact boundaries of the
Section 3 covered project area and where advantageous, seek the assistance of local
officials in preparing and implementing the affirmative action plan.
B. To attempt to recruit from within the County the necessary number of lower income
residents through: local advertising media, signs placed at the proposed site for the
project, and community organizations and public or private institutions operating within or
serving the project area such as the U.S. Employment Service.
C. To send to each labor organization or representative of workers with which the
Contractor has a collective bargaining agreement or understanding notice of Section 3
requirements.
D. To maintain a list of all lower income area residents who have applied either on their own
or on referral from any source, and to employ such persons, if otherwise eligible and if a
vacancy exists.
E. To insert this Section 3 Plan and the Section 3 Clause in all documents, and to require all
bidders on subcontracts to agree to this Section 3 Affirmative Action Plan including
utilization goals and the specific steps planned to accomplish these goals.
F. To insure that all appropriate project area business concerns are notified of pending sub
contractual opportunities.
G. To maintain records, including copies of correspondence, memoranda, etc., which document that all
of the above affirmative action steps have been taken.
H. To list on Table A, information related to subcontracts to be awarded.
To list on Table B, all projected workforce needs for all phases of this project by
occupation, trade, skill level and number of positions.
As officers and representatives of
We the undersigned have read and fully agree to this Affirmative Action Plan, and become a part to
the full implementation of this program.
Signature
Title
Date
12
CITY OF SPOKANE VALLEY BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHABILITATION PROJECT
PROPOSED SUBCONTRACTS BREAKDOWN -TABLE A
For the period covering 20 through _
(Duration of the CDBG- Assisted Project)
COLUMN 1 COLUMN 2 1 COLUMN 3
Type of Contract Total Number of Total Approximate Dollar
iiness or Profession) I Contracts I Amount
COLUMN 4
Estimated Number of
Contracts to Project
Area Businesses'
20
COLUMN 5
Estimated Dollar
Amount to Project Area
Businesses"
NOTE 1: The Project Area is coextensive with the Spokane County Boundaries.
NOTE 2: Lower Income Project Area Residents are Individuals residing with Spokane County whose family income does not exceed
80% of the median income in the SMSA.
Company
Project Name
Company Officer (Signature)
CITY OF SPOKANE VALLEY 13
MONTGOMERY AVENUE REHABILITATION PROJECT
Project Number
Datc
BID RESPONSE DOCUMENTS
PR ELIMINARY STATEM ENT OF WOO FO RCE NEEDS
TABLE B
COLUMN I
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN 5
Jab
Category
Estimate of
Pcsikns Needed
Positions Currently
Occupied By Permanent
Employees
Positions Not
Currently Occupied
Lower Income
Project Area
Resident Goal
OFFIOERS�SUPERVI SORS
PROFESSIONALS
TECHNICIAN
OFFICE CLERICAL
OTHERS
TRADE'
JOURNEYMEN
HELPERS
APPRENTICES
MAXIMUM NO.
TRAINEES
OTHERS
TRADE;
JOURNEYMEN
HELPERS
APPRENTICES
MAXIMUM No.
TRAINEES
OTHERS
TRADE'
JOURNEYMEN!
HELPERS
APPRENTICES
MAXIMUM NO_
TRAINEES
OTHERS
TOTALS
NOTE, Lower Income Project Area Residents are Individuals residing with Spokane County whose family income does nol exceed
80% of the median income in the SM SA.
CITY OF SPOKANE VALLEY 14 BID RESPONSE DOCUMENTS
MONTGOMERY AVENUE REHAEILITA'>i ION PROJECT
L:,QNTRN►�T PLA NS
FOR CONSTRUCTION OF
MONTGOMERY AVENUE REHABILITATION PROjECT
BID # 05 -004
UNIVERSITY ROAD TO WEST BOUND I -90 ON -RAMP AT SR- 27(PINES ROAD)
JUNE 2005
1TY OF
ley
PUBLIC WORKS DEPARTMENT
11797 E. SPRAGUE AVE., SUITE 106
POI ANE VALLEY, WA 99206
(5 09) 921 -1000
GITV OF SPOKANE VALLEY
Er
PROJECT
FVICINITY l
AM
N
- � 2 o e�
3 l `=
kmi
CITY OF SPOKANE VALLEY
MAYOR DIANA W ILHITE
DEPUTY MAYOR RICH MUNSON
CITY MANAGER DAVE MER IER
PUBLIC WORKS DIRECTOR NEIL l ERSTEN
PROJECT ENGINEER STEVE M. WORLEY, P.E.
DRAWING ING INDEX
COVER SHEET SHEET 1
QUANTITIES /TYP[CAL SECTIONS SHEET
PLAN SHEETS SHEETS - 1 0
x
i
I
COUNCIL MEM ER
DICK DENENNY
MICHAEL DEVLEMING
MIKE FLANNIGAN ;
GARY SCHIMMELS
STEVE TAYLOR
WA,
SF]
x-
36489 {'1
EXPIRES 10/21/061
FUNDING PARTNER
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1TY OF
ley
PUBLIC WORKS DEPARTMENT
11797 E. SPRAGUE AVE., SUITE 106
POI ANE VALLEY, WA 99206
(5 09) 921 -1000
GITV OF SPOKANE VALLEY
Er
PROJECT
FVICINITY l
AM
N
- � 2 o e�
3 l `=
kmi
CITY OF SPOKANE VALLEY
MAYOR DIANA W ILHITE
DEPUTY MAYOR RICH MUNSON
CITY MANAGER DAVE MER IER
PUBLIC WORKS DIRECTOR NEIL l ERSTEN
PROJECT ENGINEER STEVE M. WORLEY, P.E.
DRAWING ING INDEX
COVER SHEET SHEET 1
QUANTITIES /TYP[CAL SECTIONS SHEET
PLAN SHEETS SHEETS - 1 0
x
i
I
COUNCIL MEM ER
DICK DENENNY
MICHAEL DEVLEMING
MIKE FLANNIGAN ;
GARY SCHIMMELS
STEVE TAYLOR
WA,
SF]
x-
36489 {'1
EXPIRES 10/21/061
FUNDING PARTNER
o Ir
e
�m
SUMMARY OF QUANTITIES
ITEM DESCRIPTION
UNIT OF
MEASUREMENT ENT
ESTIMATED
(QUANTITY
MOBILIZATION
L.S.
1
CLEARING AND GRUBBING
L_S.
1
REMOVING PAINT LIME
L_F_
1650
REMOVING PAINTED TRAFFIC MARKING
EA
1
ROADWAY EXCAVATION INCLUDING MAUL
C' Y,
1675
ADJUST VALVE BOX
EACH
1
ADJUST MANHOLE
EACH
4
ADJUST CATCH BASIN
EACH
12
BALLAST
C' Y,
651
CRUSHED SURFACING BASE COURSE
C_y_
550
CRUSHED SURFACING TOP COURSE
C_Y_
550
C. ,T.C. FOR SMOULDERS
C' Y,
115
PLANING BITUMINOUS PAVEMENT
_Y_
20457
CONSTRUCTION GEOTEXTILE
_Y.
1955
HMA CL_ A PG 64-28, 0.33 FT_ OEPTH
S' Y_
21500
SUB RAIDE PREPARATION
S_ Y_
21,500
PAVEMENT SAW CUTTING
L_ F_
420
PLASTIC LIME
L_ F_
18135
PLASTIC WIDE LINE
L_F_
300
PLASTIC TRAFFIC ARROW
EA
20
PLASTIC STOP LIRE
L_E_
100
PLASTIC RAILROAD CROSSING SYMBOL
EA
TEMPORARY PAVEMENT MARKING
LF_
5000
PROJECT TEMPORARY TRAFFIC CONTROL
L_S_
1
CONSTRUCTION SIGNS CLASS A
S_ F,
60
OTHER TRAFFIC CONTROL LABOR
HR
400
MINOR CHANGE
CALL
1
TEMPORARY USE OF RAILROAD PROPERTY
L_S_
1
SPCC PLAN
L_S_
1
ROW
ROW
GO'
44
4" CLASS A ACP iN TNO LIFTS OVE
PAVEMENT AND PREPARED GLiBGRA
4" DEPTH (NOMINAL)
AWCUT EXISTING
�y PAVEMENT 1' INSIDE EDGE `i+
7�SU�B�CSRA E REPAIR
AS SHOWN ON PLANS
TYPICAL WIDENING SECTION
TA 4r+66 TO STA 52+37
60'
44,
ROW
'AIDENED AREAS
AS BLOWN ON PLAN'S
1, PLANE 4" (NOMINAL) EXISTING PAVEMENT.
2. PLACE 4" GLASS A AC? IN TNO LIFTS OVER
PLANED PAVEMENT AND PREPARED SUBGRADE_
IF-
SUBGRADE REPAIR
AS SHOWN ON PLANS
TYPICAL WIDENED SECTION
Row
, s '`. 4" ASPHALT OVERI -AY
C) 4" CSTC 4" ACP
_ 4" C 6C 4" C TC
1I BALLAST AS DIRECTED 4" CBC MIT
a BY THE ENGINEER
0 36489 , CorTru1'IOr� OF_OTETILE ' WIDE
* L GRAVEL SHOULDER
ONA
SUB GRADE ADE REPAIR SECTION WIDENED SECTION
EXPIRES 10/21/961
RLUT -DAFE; 06 -49 -ON FILE "v.; m*ntgp "4'Y D&2me 7.d"
Ckd. r.PRr. Rv"G -A Drawn By SJS Date. S/09/D5 City of Spoknne Voile _ SPOKANE VALLEY PROJECT No. 0046 SHEET
Designed By SJ5 Dote; 61oolo5 Department of Public Works Il QUANTITIES SECTION
SCALE 1707 E. Sprague Ave. Suite X06
HORIZONTAL! N A SPOKANE VALLEY, WA_ 99206 1` l J y MONTGOMERY AVENUE REHA01LITAPON 2 of 10
VERTICAL: NIA (509) 921 -1000 COMMUNITY DEVELOPMENT BLOCK GRANT I —
f
-I
�f
f
'f
f
i
LEE[
# CORE LOCATION
.in. SIGN
WATER VALVE
SEWER MANHOLE
Ef.B. CATCH BASIN
PR UTJUTY POLE
TRAFFIC ARROW PER WSDOT
STANDARD PLAN M- 24.40 -00
MPROPOSED WIDENING AREA
ASPHALT PLANING LIMITS
(4" NOMINAL DEPTH)
APPRO HATE SUBGRADE
REPAIR AREA (TO BE
DETERMINED BY ENGINEER)
PLASTIC DOUBLE YELLOW CENTERLINE 'STRIPE
PER WSDOT STANDARD PLAN M- 20.10 -00
PLASTIC LEFT TURN LINE STRIPE
PER WSDOT STANDARD PLAN M-20.10-01D
Drawn By i ; Date:
Designed By, :,1S Date:
SCALE
HORIZONTAL 1 "= 51
v7 kT1cA . ----N 7!i
NOTES.
1. ADJUST VALVES, MANHOLES, AND CATCH
BASINS WITHIN ASPHALT PLANING LIMITS
BEFORE AND AFTER PLANING,
STATIONS, OFFSETS, AND ROADWAY WIDTHS
SHOWN ARE APPROXIMATE.
3. UTILITY POLES, SIGNS, VALVES, CATCH BASINS,
MANHOLES, AND CORE LOCATIONS ARE SHOWN
IN THEIR APPROXIMATE LOCATIONS,
City of Spokane Valley
Deportment of Public Works
11707 E. Sprague Ave - Suite 106
SPOKANE VALLEY, WA. 99206
(509) 921 -1000
i
33'
1.
BIKE TRAVEL LANE TRAVEL LANE EDGE OF
LANE PAVEMENT
LANE STRIPING LAYOUT
STA 12 +00 TO STA 2 +60
alley
36;489 j
dNAL TE
45-
EXPIRES 10 '21
PLOT DATE u1 -[;!} D': rILE N... 1Aan[gp ffy
SPOKANE VALLEY PROJECT No. 0046 SHEET
MONTGOMERY AVENUE
STA 10 +00 TO STA 17 +00 3 of 10
COMMUNITY DEVELOPMENT BLOCK GRANT
n
n
LEGEND
- -- - -- - -- - - - --
1
f
City of Spokane Valley
Department of Public Works r,,��
11707 E. Sprague Auer Suite 106 I o an
SPOKANE VALLEY, WA. 99206 ���
(509} 921 -1 000
-
CORE LOCATION
}YELLOW
TRAFFIC ARROW PER WSDOT
�±
DOUBLE
STANDARD PLAN M- 24.40 -D0
EDGE OF
s
CENTERLINE STRIPE
PAVEMENT
WATER
VALVE
PROPOSED WIDENING AREA
i
33•_'.
SEWER
MANHOLE
STRIPING
ASPHALT PLANING LIMITS
'/�l�'�fFJiflJY#J!l l�lfi�.' Y�} 1737vJTf }.?7J3fJAl ✓F.r
J7J!}i�f }/fYA ��
12 +00 TO STA
¢�pflldllJ7JiJ
/ lJT•'{} F�? �
} }s7TliT?J". dill}! Tr1!% ,}la'1771If3X�l
-t. yrys _
n
n
PLASTIC DOUBLE YELLOW CENTERLINE STRIPE
PER WSDOT STANDARD PLAN M- 20.10 -00
PLASTIC LEFT TURN LINE STRIPE
PER WS.DCT STANDARD PLAN M- 20.10 -00
)Nk-1] IF PLASTIC LINE PER
W 3DOT STANDARD PLAN
M- E0.10 -00
s
1
21
d'�Ji 71�Q"Jl?7 /t- Ti:TAl7{Ji' � � - 1
A 22+60 2, R
f3EQN STRIPING T,APFV
22 +71 17-0' R.
BEGIN WIDENING TAPfR
NOTES:
1. ADJUST VALVES, MANHOLES, AND CATCH
BASINS WITHIN ASPHALT PLANING LIMITS
BEFORE AND AFTER PLANING.
2. STATIONS, OFFSETS, AND ROADWAY WIDTHS
SHOWN ARE APPROXIMATE.
3- UTILITY BOLES, SIGNS, VALVES, CATCH BASINS,
MANHOLES, AND CORE LOCATIONS ARE SHOWN
IN THEIR APPROXIMATE LOCATIONS.
33'
6' 13' 13'
1'
BIKE TRAVEL LANE TRAVEL LANE
LANE
LEGEND
- -- - -- - -- - - - --
Drawn By J1 Dote- 6/C)9/ 5 O
Designed 13y I; Datc6 ns o.
City of Spokane Valley
Department of Public Works r,,��
11707 E. Sprague Auer Suite 106 I o an
SPOKANE VALLEY, WA. 99206 ���
(509} 921 -1 000
-
CORE LOCATION
TRAFFIC ARROW PER WSDOT
-- —
- - -- --
-- - -
STANDARD PLAN M- 24.40 -D0
EDGE OF
s
SIGN
PAVEMENT
WATER
VALVE
PROPOSED WIDENING AREA
Lj
`H
SEWER
MANHOLE
STRIPING
ASPHALT PLANING LIMITS
STA
12 +00 TO STA
22 +60
144'" NOMINAL DEPTH)
If""
CATCH
BASIN
APPROXIMATE SUBGRADE
-PP
UTILITY
POLE
REPAIR AREA (TO BE
DETERMINED BY ENGINEER)
PLASTIC DOUBLE YELLOW CENTERLINE STRIPE
PER WSDOT STANDARD PLAN M- 20.10 -00
PLASTIC LEFT TURN LINE STRIPE
PER WS.DCT STANDARD PLAN M- 20.10 -00
)Nk-1] IF PLASTIC LINE PER
W 3DOT STANDARD PLAN
M- E0.10 -00
s
1
21
d'�Ji 71�Q"Jl?7 /t- Ti:TAl7{Ji' � � - 1
A 22+60 2, R
f3EQN STRIPING T,APFV
22 +71 17-0' R.
BEGIN WIDENING TAPfR
NOTES:
1. ADJUST VALVES, MANHOLES, AND CATCH
BASINS WITHIN ASPHALT PLANING LIMITS
BEFORE AND AFTER PLANING.
2. STATIONS, OFFSETS, AND ROADWAY WIDTHS
SHOWN ARE APPROXIMATE.
3- UTILITY BOLES, SIGNS, VALVES, CATCH BASINS,
MANHOLES, AND CORE LOCATIONS ARE SHOWN
IN THEIR APPROXIMATE LOCATIONS.
33'
6' 13' 13'
1'
BIKE TRAVEL LANE TRAVEL LANE
LANE
f
4+45 d ti
g -0' R
`�w',<.
•, rn ti;
36489
S/0 N�
EXPIRES 10/21/06
FNl W V -Lq ffv i3sr.,.,a dr
-,POKANE VALLEY 'PROJECT No, 0046 SHEET
MONTGOMERY AVENUE
STA 17 +00 TO STA 24 +50 4 of 10
COMMUNITY DEVELOPMENT BLOCK GRANT
- -- - -- - -- - - - --
Drawn By J1 Dote- 6/C)9/ 5 O
Designed 13y I; Datc6 ns o.
City of Spokane Valley
Department of Public Works r,,��
11707 E. Sprague Auer Suite 106 I o an
SPOKANE VALLEY, WA. 99206 ���
(509} 921 -1 000
-
SCALE
HORIZONTAL- 1- =5Q' -.
4ER -nCAL, h ,4
-- —
- - -- --
-- - -
EDGE OF
PAVEMENT
Lj
LANE
STRIPING
LAYOUT
STA
12 +00 TO STA
22 +60
f
4+45 d ti
g -0' R
`�w',<.
•, rn ti;
36489
S/0 N�
EXPIRES 10/21/06
FNl W V -Lq ffv i3sr.,.,a dr
-,POKANE VALLEY 'PROJECT No, 0046 SHEET
MONTGOMERY AVENUE
STA 17 +00 TO STA 24 +50 4 of 10
COMMUNITY DEVELOPMENT BLOCK GRANT
- -- - -- - -- - - - --
Drawn By J1 Dote- 6/C)9/ 5 O
Designed 13y I; Datc6 ns o.
City of Spokane Valley
Department of Public Works r,,��
11707 E. Sprague Auer Suite 106 I o an
SPOKANE VALLEY, WA. 99206 ���
(509} 921 -1 000
-
SCALE
HORIZONTAL- 1- =5Q' -.
4ER -nCAL, h ,4
-- —
- - -- --
-- - -
f
4+45 d ti
g -0' R
`�w',<.
•, rn ti;
36489
S/0 N�
EXPIRES 10/21/06
FNl W V -Lq ffv i3sr.,.,a dr
-,POKANE VALLEY 'PROJECT No, 0046 SHEET
MONTGOMERY AVENUE
STA 17 +00 TO STA 24 +50 4 of 10
COMMUNITY DEVELOPMENT BLOCK GRANT
q"
0
LEGEND
NOTES:
ADJUST VALVES. MANHOLES, AND CATCH
C) #
CORE LOCATION
TRAFFIC ARROW PER WSDOT
BASINS WITHIN ASPHALT PLANING LIMITS
STANDARD PLAN M-24.40–GO
BEFORE AND AFTER PLANING.
JL
SIGN
2-
STATIONS, OFFSETS, AND ROADWAY WIDTHS
PROPOSED WIDENING AREA
SHOWN ARE APPROXIMATE.
14
WATER
VALVE
I
UTILITY POLES, SIGNS, VALVES, CATCH BASINS,
MANHOLES, AND CORE LOCATIONS ARE SHOWN
CM
SEWER
MANHOLE ASPHALT PLANING LIMITS
IN THEIR APPROXIMATE LOCATIIONS.
(4" NOMINAL DEPTH)
4.
MEDIAN CHANNELIZATION PER WSDOT
Ef"'
CATCH
BASIN
STANDARD PLAN M-3.20-00.
WA S
APPROXIMATE SUBGRADE
-OVP
UTILITY
POLE
REPAIR AREA (TO BE
DETERMINED BY ENGINEER)
PLASTIC, DOUBLE YELLOW CENTERLINE STRIPE
489
PER WSDOT STANDARD PLAN M-20.10-0-0
PLASTIC LEFT TURN LINE STRIPE
PER WSDOT STANDARD PLAN M-2010-00
[EXPIRES I0 21 I
PLOT DATE; 05-09-05 FILE W.: Kjmupm ry Ea:e cpcWj
ft
D'm
By
Ck&
AW,
N r~
Drawn By. SJS Dote: 6/09
City of Spokane Valley
SPOKANE VALLEY PROJECT No- DD45
SHEET
I
Deeigred By SJS Date: 6/09/0
1 C)9 ()
9
Department of Public Works
MONTGOMERY AVENUE
SCALE
11707 E. Sprague Ave. Suite
105
LL�L
HORIZONTAL 1' =50'
SPOKANE VALLEY. WA. 99206
w1ey
STA 24+50 TO STA 32+00
5 of 10.
--- —
VERTICAL. NTA
___ (509) 921-1000
COMMUNITY DEVELOPMENT BLOCK GRANT
62
~ MONTGOMERY AVE
64
i
STA 65 +60
END CONTRUCTION
MATCH EXISTING ROADWAY
SAW U I FQ
MATCH EXISTING
LEGEND
NkL
NOTES:
rya.
Aw—
Drawn By SJS Date: 6/09/ U E
Designed By. SJS Date: 6 09 0�
ADJUST VALVES, MANHOLES, AND CATCH
�
COPE LOCATION
TRAFFIC ARROW PER WSDOT
BASINS 'WITHIN ASPHALT PLANING I_IMITS
BASINS
STANDARD PLAN M- 24.40 -00
BEFORE AND AFTER PLANING.
SIGN
SCALE
HORIZONTAL: 1 " -50'
VERTICAL —N A
_ STATIONS, OFFSETS, AND ROADWAY WIDTHS
PROPOSED WIDENING AREA
SHOWN ARE APPROXIMATE.
p4
WATER
VALVE
3_ UTILITY POLES, SIGNS, VALVES, CATCH BASINS,
SEhM1 =F
MANHOLE ASPHALT PLANING LI 11TS
MANHOLES, AND CORE LOCATIONS ARE SHOWN
IN THEIR APPROXIMATE LOCATIONS.
(4" NOMINAL DEPTH)
CATCH
BASIL
APPROXIMATE
APPROXIMATE SUBGRADE
APP
UTILITY
POLE
REPAIR AREA (TO BE
DETERMINED BY ENGINEER)
PLASTIC DOUBLE YELLOW CENTERLINE STRIPE
PER WSDOT STANDARD PLAN M- 20.10 -00
—
—
PLASTIC LEFT TURN LIME STRIPE
PER WSDOT STANDARD PLAN M- 20.10 -00
67 €i2 B84 t
FLO-T p.&7E: 06 -09 -05 FILE No.: VaIgonwe Ens,. -. c*q
NkL
ax
rya.
Aw—
Drawn By SJS Date: 6/09/ U E
Designed By. SJS Date: 6 09 0�
City of Spokane "alley
Department of Public Works 0RCF
11707' E. Sprague Ave, Suite 106
SPOKANE VALLEY, WA. 99206
(509) 921 -1000 %fley
SPOKANE VALLEY PROJECT Man 0046
I Nfi C h E `f AVENUE
S TA 60 +75 TO STA 68 +DO
COMMUNITY DEVELOPMENT BLOCK GRANT
SHEET
10 Of 1
SCALE
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