HomeMy WebLinkAbout10 27 2026 Yelm City Council Agenda PacketC I T Y C O U N C I L A G E N D A
O c t o b e r 2 7,2 0 2 6 6:0 0 P M
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1.C A L L T O O R D E R/R O L L C A L L
2.A G E N D A A P P R O V A L
3.S P E C I A L P R E S E N T A T I O N S–N ONE SCHEDULED
4.P U B L I C C O M M E N T--C O M P L E T E A B L U E S P E A K E R’S C A R D O R R A I S E H A N D V I R T U A L L Y
5.C O N S E N T A G E N D A
a)SEPTEMBER 22, 2026 REGULAR MEETING MINUTES
b)SEPTEMBER 29, 2026 SPECIAL STUDY SESSION MINUTES
c)OCTOBER 6, 2026 STUDY SESSION MINUTES
6.N E W B U S I N E S S
a)PUBLIC HEARING - ORDINANCE NO. 1153
b)O RDINANCE NO. 1153 - FY2027-2028 BIENNIAL BUDGET
Final action and second public hearing will take place at the November 24, 2026, Yelm City Counc il
m eeting.
c)P UBLIC HEARING - ORDINANCE NO. 1152
d)O RDINANCE 1152 FISCAL YEAR 2027 AD VALOREM
Final action and second public hearing will take place at the November 24, 2026, Yelm City Counc il
m eeting.
e)2027/2028 BIENNIAL CAPITAL BUDGET PRESENTATION
f)P UBLIC WORKS CONTRACT WITH ACTIVE CONSTRUCTION, INC. FOR CONSTRUCTION OF
THE 2026 CREEK ST. WATER MAIN IMPROVEMENTS PROJECT
Move to authorize Mayor Joe DePinto to sign the Public Works Contract with Active Construction Inc.
for construction of the 2026 Creek St. Water Main Improvements Project in the not to exc eed
am ount of $1,597,597,00.
106 2 nd ST SE Yelm, WA 98597 360.458.3244 www.yelmwa.gov
The City of Yelm is an equal opportunity employer and provider
g) AMENDMENT NO. 2 TO THE PROFESSIONAL SERVICES AGREEMENT WITH RH2 FOR
CONSTRUCTION MANAGEMENT OF THE 2026 CREEK ST. WATER MAIN IMPROVEMENTS
PROJECT.
Move to authorize Mayor Joe DePinto to sign Amendment No. 2 to the Professional Services
Agreement with RH2 for construction management of the 2026 Creek St. Water Main Improvements
project in the not to exceed amount of $123,000.
h) BOYS AND GIRLS CLUB OF THURSTON COUNTY USE AGREEMENT AMENDMENT
Move to authorize Mayor DePinto or his designee to sign Amendment No. 2 with the Boys and Girls
Club of Thurston County extending the time of the use agreement.
7. O L D B U S I N E S S–N ONE S CHEDULED
8.S T A N D I N G C O U N C I L C O M M I T T E E R E P O R T S
a) Public Safety Committee
b) Public Services Committee
c) Finance Committee
d) General Government Committee
9. M A Y O R/C I T Y A D M I N I S T R A T O R/S T A F F R E P O R T S
1 0.C O U N C I L M E M B E R R E P O R T S
1 1.E X E C U T I V E S E S S I O N
a) None Scheduled
1 2.A D J O U R N
M E E T I N G I N F O R M A T I O N
All regular Yelm City Council meetings are recorded. Meetings can be viewed at www.yelmwa.gov or a copy
may be purchased by contacting the City Clerk’s office at 360.458.8 816.
It is the City of Yelm’s policy to provide reasonable accommodations for people with disabilities. If you require
reasonable accommodations to partici pate at a City Council meeting, please contact the City Clerk’s office at
360.458.8816 at least four (4) working days prior to meeting. I nformation on the Americans with Disabilities
Act and the Title VI Statement is available at www.yelmwa.gov/human-resources.
*The public comment portion of the agenda is an opportunity for the public to address the Council for items
that ar e not on the published agenda. Comments are limited to th ree minutes and five speakers. Comment on
matters listed on the published agenda are welcomed as part of the normal agenda.
Public Comment Guidelines: The City reserves up to five members of the public to address the Council at the
beginning of regular business meetings on topics that are not on the agenda. Each speaker will be given 3
minutes and may be asked follow up questions by the Mayor or Council. Further public comment may be
allowed on agenda topics as time permits. We ask that speakers use respectful language and remember they
are speaking to fellow citizens of Yelm who are committed to listening and responding appropriately to
citizens' concerns.
Members of the public engaging in disruptive behavior may be removed or blocked from the meetin g
Page 2 of 2
CITY COUNCIL MEETING MINUTES
VIRTUAL AND IN PERSON
TUESDAY, September 22, 2026
Call to Order: Mayor Joe DePinto called t he meeting to order at 6:0 0 PM.
Roll Call: Tracey Wood, J oseph Richardson, Griselda Arias, Steph a nie Kang iser,
Brian Hess, David Johnstone, Terry Kaminski and Mayor Joe DePinto.
Staff Present: City Administrator Todd Stancil, HR Specialist Shelby Denny, Finance
Director Stephanie Nanavich, Civil Review Engineer Reza Roukerd,
and Public Services Director Cody Colt.
APPROVAL OF TH E Motion by Tracey Wood to approve the agenda.
AGENDA: Seconded by Terry Kaminski
Motion carried 7-0
PUBLIC COMMENT: Judy Hickman shared concerns about the Blue Fern Development.
Joshua Crossman spoke in opposition to an automatic CPI that will
impact water bills.
CONSENT AGENDA: a) September 8, 2026, Regular Meeting Minutes
Motion by Terry Kaminski to approve the Consent Agenda.
Seconded by Tracey Wood
Motion carried 7-0
NEW BUSINESS: 2027-2028 Preliminary Budget Presentation
Finance Director Stephanie Nanavich presented an overview of the
proposed 2027 2028 preliminary biennial budget, including projected
revenues and expenditures, fund balances, proposed staffing
changes, anticipated capital and equipment needs, and future
technology reserves. The presentation also included a review of the
City's major operating and utility funds and an overview of the
upcoming budget schedule. Council asked clarifying questions
regarding technology reserves and proposed staffing additions.
Professional Services Agreement with Parametrix, Inc. for NPDES
Program Development and Stormwater Management Plan Update
Page 1 of 3
September 22, 2026, City of Yelm Regular Council Meeting. These minutes record the official actions of the Yelm
City Council. Compl ete recordings are available on YouTube. Yelm City Council meetings are held in-person at
106 2 nd St SE Yelm, WA 98597 and on Zoom. Registration is required to attend virtually by selecting the link that
is available on the city website.
Motion by Brian Hess to authorize the Mayor to execute a
Professional Services Agreement with Parametrix, Inc. for NPDES
Program Development and preparation of an updated Stormwater
Management Program Plan in an amount not to exceed $119,935.87.
Seconded by Joseph Richardson
Motion carried 7-0
Ordinance No. 1158 Amending Yelm Municipal Code Section
13.04.250, Monthly Water Rates
Motion by Terry Kaminski to approve Ordinance No. 1158 amending
section 13.04.250 Yelm Municipal Code relating to monthly water
rates and declaring an effective date of January 1, 2027.
Seconded by Brian Hess
Motion carried 5-2 with a roll call vote.
Ordinance No. 1159 Amending Yelm Municipal Code Section
13.04.095, Monthly Sewer Rates
Motion by Brian Hess to approve Ordinance No. 1159 amending
section 13.04.095 Yelm Municipal Code relating to and lowering
monthly sewer rates and declaring an effective date of January 1,
2027.
Seconded by Griselda Arias
Motion carried 6-1 with a roll call vote.
Ordinance No. 1160 Amending Yelm Municipal Code Section
13.10.050, Monthly Stormwater Rates
Motion by Brian Hess to approve Ordinance No. 1160 amending
section 13.10.050 Yelm Municipal Code relating to stormwater rates
and declaring an effective date of January 1, 2027.
Seconded by Stephanie Kangiser
Motion carried 5-2 with a roll call vote.
STANDING COUNCIL COMMITTEE REPORTS:
Public Services Committee Councilmember Richardson gave a report of the Public
Services Committee meeting.
General Government Committee Councilmember Arias gave a report of the General
Government Committee meeting.
MAYOR/CITY ADMINISTRATOR/STAFF REPORTS:
City Administrator Gave department updates.
Mayor Report Will meet with Matt Marshall next week, attended the Thurston County
Mayors Meeting, Thurston Regional Planning Council (TRPC) Retreat, shared condolences to
the family of Cynthia Schmeir.
Page 2 of 3
September 22, 2026, City of Yelm Regular Council Meeting. These minutes record the official actions
of the Yelm City Council. Complete recor
COUNCILMEMBER REPORTS:
Councilmember Wood Attended the Transportation Policy Board meeting.
Councilmember Arias Coordinated with Family Support Center and Yelm Prairie Christian
Center to pilot staff to assist people with Coordinated Entry, attended Books and Bling at
the Community Center, will attend the Regional Housing meeting tomorrow.
Councilmember Kangiser Attended the Stars and Stripes Revolutionary, attended the
AWC PARC training for elected officials, attended the Planning Commission meeting,
attend the levy information session, attended the Dollars for Scholars meeting,
helped serve the senior dinner.
Councilmember Hess Will attend the SWAC meeting and shared information for retired
veterans, shared kudos to Director Colt on the start of construction at the Veterans
Memorial location,
Councilmember Kaminski Attended the AWC Creative District training, attended the
Nisqually River Council meeting, attended the Law and Justice meeting.
ADJOURNMENT: Motion by Tracey Wood to adjourn the meeting at 7:15 PM.
Seconded by Stephanie Kangiser
Motion carried 7-0
__________________________________
Joe DePinto, Mayor
___________________________________
Kathy Linnemeyer, City Clerk
Page 3 of 3
September 22, 2026, City of Yelm Regular Council Meeting. These minutes record the official actions
of the Yelm City Council. Complete recor
CITY COUNCIL SPECIAL STUDY SESSION MEETING MINUTES
VIRTUAL AND IN PERSON
TUESDAY, September 29, 2026
Call to Order: Mayor DePinto c al led t he meeting to order at 4:0 0 PM
Roll Call: Tracey Wood, Joseph Richardson, Griselda Arias, Stephanie Kangiser,
Brian Hess, David Johnston e, Terry Kaminski and Joe DePinto.
Staff Present: City Administrator Todd Stancil, City Clerk Kathy Linnemeyer, Planning
and Building Manager Gary Cooper and Pub lic Services Director Cody
Colt
PRESENT AT IONS/DISCUSSION ITEMS:
Development Agreement between the City of Yelm and Blue Fern Development –
Mayor DePinto opened the special study session and clarified that the meeting was
informational only, with no action to be taken. He thanked Council and Blue Fern
Development for attending and acknowledged the work completed to date. He noted that
an oppor tunity for public comment and consideration of the Development Agreement is
scheduled for the October 13, 2026, Council meeting.
City Administrator Todd Stancil thanked everyone for attending and acknowledged the
significant work involved in preparing the proposed Development Agreement. He
emphasized that the agreement represents an important step toward moving the project
forward, with additional planning and dev elopment processes still required. The
Development Agreement is scheduled to return to Council on October 13, 2026, for
consideration and action.
Blue Fern Development provided an overview of the proposed Yelm Master Planned
Community, including project history, location, conceptual site plan, proposed development
agreement, Tahoma Boulevard extension, commercial and mixed-use development,
affordabl e housing, and parks and open space and answered questions from the City
Council.
Page 1 of 2
September 29, 2026, City of Yelm Council Special Study Session. These minutes record the official
actions of the Yelm City Council.
ADJOURNMENT
The meeting adjourned at 6:01 PM
__________________________
Joe DePinto, Mayor
_________________________
Kathy Linnemeyer, City Clerk
Page 2 of 2
September 29, 2026, City of Yelm Council Special Study Session. These minutes record the official
actions of the Yelm City Council.
CITY COUNCIL STUDY SESSION MEETING MINUTES
VIRTUAL AND IN PERSON
TUESDAY, October 6,2026
Call to Order: Mayor Pro-Tem Kangiser c al led t he meeting to order at 6:0 0 PM
Roll Call: Tracey Wood, Joseph Richardson, Griselda Arias, Stephanie Kangiser,
Brian Hess, David Johnston e, Terry Kaminski and Joe DePinto.
Staff Present: C ity Administrator Todd Stancil, City Clerk Kathy Linnemeyer, Projects
& Programs Manager Brad Chatwood, Finance Director Stephanie
Nanavich, Court Administrator Sonia Ramirez, IT Director Jason Hardy,
Police Chief Rob Carlson and Pub lic Services Director Cody Colt
PRESENT AT IONS/DISCUSSION ITEMS:
Yelm Community Schools Levy Presentation – School Superintendent Chris Woods gave a
presentation on Educational Programs and the Operation Levy.
2027/2028 Department Budget Overview – Finance Director Stephanie Nanavich presented
an overview of the 2027–2028 preliminary biennial budget departmental goals and
priorities, including proposed staffing changes, capital projects, technology improvements,
and operational needs. Department Directors were available to answer ques tions, and
Council discussed several departmental requests and upcoming projects. Staff reviewed the
remaining budget schedule, including upcoming public hearings and anticipated budget
adoption in November.
Council Vacancy Process – Mayor DePinto led a discussion on the process to fill Council
vacancies to standardize the process and be consistent each time there is a vacancy to fill.
Councilmember Arias reported that the General Government discussed the process and
prefers Ranked Cho ice voting.
MAYORS REPORT –
City Administrator Todd Stancil gave an update on the next steps for the 640-acre
development and announced that the development agreement will be on October 13, 2026,
meeting agenda for further discussion and action.
Mayor DePinto announced that he will attend the Puget Sound Energy ribbon cutting for
new EV charging stations at Cochrane Park.
Page 1 of 2
October 6, 2026, City of Yelm Council Study Session. These minutes record the official actions of the
Yelm City Council.
COUNCILMEMBER INITIATIVES –
Councilmember Johnstone clarified that he a fan of ranked choice voting and that the
process needs to be added to the Mayor/Councilmember Protocol Manual.
Councilmember Kaminski asked about the status of retention pond maintenance coming
back before Council on a future agenda.
ADJOURNMENT
The meeting adjourned at 7:19 PM
__________________________
Joe DePinto, Mayor
_________________________
Kathy Linnemeyer, City Clerk
Page 2 of 2
October 6, 2026, City of Yelm Council Study Session. These minutes record the official actions of the
Yelm City Council.
Meeting Date: _____________
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
AGENDA ITEM:Ordinance No 1053 2027-2028 Biennium Budget Amendment
COMMITTEE REVIEW: X YES
COMMITTEE: FINANCE COMMITTEE
COMMITTEE RECOMMENDATION: Approved
PROPOSED MOTION: Motion to adopt Ordinance No 1053 2027-2028 Biennial Budget
KEY FACTS AND INFORMATION SUMMARY:
Staff presented the preliminary biennial budget to Council on October 27 th and held two public
hearings on October 27 th and November 2 4th on the proposed Ad Valorem Tax and the
proposed biennial budget. The attached ordinance provides a balanced budget and reflects a
conservative approach to revenue projections and a thorough analysis of planned expenditures.
The budget includes the following additional FTE’s; Court Clerk (1), Deputy Clerk (1), Parks
Maintenance (1), Streets Maintenance Worker (1), and Collections Assistant (1). The budget
also includes promoting two Patrol Officers to Sergeant and one Police R ecords Specialist to
Police Executive Assistant.
ATTACHMENTS:
Ordinance No. 1053 2027-2028 Biennial Budget
Respectfully Submitted:
__________________
Stephanie Nanavich
Finance Director
1 | Page
ORDINANCE NO.11 53
AN ORDINANCE OF THE CITY OF YELM, WASHINGTON ADOPTING THE
YELM MUNICIPAL BUDGET FOR THE 2027-2028 BIENNIUM.
WHEREAS, the City Council held public hearings on October 2 7, 202 6 and November 2 4,
202 6, following required public notification, on the pr oposed biennial budget; now, therefore,
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF YELM AS FOLLOWS:
Section 1. Funds Appropriated. The City Council hereby adopts the City of Yelm's budget
for the 2027–2028 fiscal biennium, commencing January 1, 2027, and ending December 31,
2028. The amounts set forth in Appendix I, attached hereto and incorporated herein by this
reference, are hereby appropriated for expenditure from the respective funds and for the
purposes identified therein, in the aggregate amount of $83,319,504. Expenditures shall be
made in accordance with applicable law and the appropriations established by this ordinance.
Section 2. Position s. The budget includes the following additional FTEs; Court Clerk (1), Deputy
Clerk (1), Parks Maintenance (1), Streets Maintenance Worker (1), and Collections Assistant (1). The
budget also includes promoting two Patrol Officers to Sergeant and one Police Records Specialist to
Police Executive Assistant.
Section 3. Transmittal. The City Clerk shall transmit copies of the adopted biennial budget
to the Washington State Auditor's Office and the Association of Washington Cities, and shall
make such other filings and distributions as required by applicable law.
Section 4.Effective Date.This Ordinance shall take effect five days following publication.
Section 5. Severability. Should any section, paragraph, sentence, clause or phrase of this
Ordinance, or its application to any person or circumstance, be declared unconstitutional or
otherwise invalid for any reason, or should any portion of this Ordinance be preempted by
State or Federal law or regulation, such decision or preemption shall not affect the validity of
the remaining portions of this Ordinance or its application to other persons or circumstances.
Adopted by the Yelm City Council at the regular meeting this 24 th day of November
202 6.
____________________________
Joe DePinto, Mayor
APPROVED AS TO FORM:
____________________________
Brent Dille, City Attorney
ATTEST:
_____________________________
Kathy Linnemeyer, City Clerk
PUBLISHED:
EFFECTIVE DATE:
Appendix I – 2027–2028 Biennial Budget Appropriations
2027 Total 2027-
Beginning 2028 Total 2027- 2028 Ending
Fund Budgeted 2028 Budgeted Fund
Balance +Revenues = Total Resources -Expenditures =Balance
GENERAL FUND
City of Yelm General Fund (001) 4,730,001 21,557,064 26,287,065 23,262,124 3,024,941
Total for General Fund 4,730,001 21,557,064 26,287,065 23,262,124 3,024,941
UTILITY ENTERPRISE FUNDS
Stormwater Enterprise Fund (400) 874,428 1,166,000 2,040,428 1,446,242 594,186
Water Enterprise Fund (401) 5,282,341 8,893,000 14,175,341 7,107,853 7,067,488
Wastewater Enterprise Fund (412) 2,062,721 10,126,023 12,188,744 10,500,844 1,687,900
Total for Enterprise Funds 8,219,490 20,185,023 28,404,513 19,054,939 9,349,574
SPECIAL PURPOSE FUNDS
City Streets (101) 9,958 1,723,926 1,733,884 1,733,300 584
Tourism Promotion (107) 353,525 86,900 440,425 91,000 349,425
Affordable Housing (112) 250 52,463 52,713 51,130 1,583
Transportation Facilities (120) 1,110,000 234,481 1,344,481 1,000,000 344,481
Total Special Purpose Funds 1,473,733 2,097,770 3,571,503 2,875,430 696,073
ER&R FUNDS
IT Services ER&R (501) 449,603 1,713,094 2,162,697 1,769,459 393,238
Capital Equipment ER&R (502) 901,670 1,262,784 2,164,454 1,323,177 841,277
Total ER&R Funds 1,351,273 2,975,878 4,327,151 3,092,636 1,234,515
CAPITAL PROJECTS FUNDS
Municipal Building Projects (302) 1,955,252 5,850,552 7,805,804 5,200,000 2,605,804
Master Planned Community (305) 50,000 - 50,000 50,000 -
Road & Street Construction (316) 802,799 17,966,261 18,769,060 18,750,060 19,000
Water Capital Improvements (404) 516,296 2,570,687 3,086,983 3,000,000 86,983
Sewer/Reuse Improvements (413) 378,604 3,983,250 4,361,854 2,730,400 1,631,454
Total Capital Projects Funds 3,702,951 30,370,750 34,073,701 29,730,460 4,343,241
DEBT SERVICE FUNDS
LTGO Bond Fund (200) 45,996 275,238 321,234 271,851 49,383
Sewer Debt Service (203) 124,641 3,942,452 4,067,093 3,936,451 130,642
Sewer Debt Service Reserve (204) 492,692 18,000 510,692 - 510,692
Water Revenue Bond Debt Service (405) 596,153 1,097,000 1,693,153 1,075,613 617,540
Water Revenue Bond Debt Reserve (406) 602,547 22,000 624,547 - 624,547
Sewer Bond Debt Service and Reserve (415) 248,944 10,000 258,944 - 258,944
Total Debt Service Funds 2,110,973 5,364,690 7,475,663 5,283,915 2,191,748
RESERVE FUNDS
Cumulative Reserve (104) 521,387 20,000 541,387 - 541,387
Deposits & Retainage (119) 160 - 160 - 160
Utility Consumer Deposits (402) 105,091 14,000 119,091 20,000 99,091
Total Reserve Funds 626,638 34,000 660,638 20,000 640,638
TOTAL ALL FUNDS 22,215,059 82,585,175 104,800,234 83,319,504 21,480,730
Meeting Date: _____________
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
AGENDA ITEM:SETTING 202 7 AD VALOREM PROPERTY TAX LEVY
COMMITTEE REVIEW: X YES
COMMITTEE: FINANCE COMMITTEE
COMMITTEE RECOMMENDATION: Approved
PROPOSED MOTION: Motion to adopt Ordinance No 105 2 Setting 2027 Ad Valorem Property
Tax
KEY FACTS AND INFORMATION SUMMARY:
Thurston County has provided the Assessed Valuation and Property Tax Worksheet for the
purpose of calculating the Ad V a lorem Property Tax for fiscal year 202 7. The City is not electing
to take the 1% increase. The City will hold two public hearings as required by RCW 84.55 and is
required to pass an ordinance adopting the 202 7 property tax by November 30, 202 6.
ATTACHMENTS:
Ordinance No. 1 1 52
Respectfully Submitted:
__________________
Stephanie Nanavich
Finance Director
1 | Page
O RDINANCE NO. 1 1 52
(RCW 84.55.120)
AN ORDINANCE OF THE CITY OF YELM SETTING THE AMOUNT FIXED AS AD
VALOREM FOR THE REGULAR LEVY OF PROPERTY TAX NECESSARY TO RAISE
REVENUES FOR ESSENTIAL EXPENDITURES FOR THE CITY OF YELM FOR THE
FISCAL YEAR 202 7.
WHEREAS,the City Council of the City of Yelm met and considered its budget for the 202 7
fiscal year; and
WHEREAS,a duly advertised public hearing to consider the 202 7 regular property tax levy
for the fiscal year 202 7 taxes w as held as part of the regular City Council meeting on Tuesday,
October 27 th, and Tuesday, November 2 4 th, 202 6; and
WHEREAS, the population of this district is more than 10,000; now,therefore,
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF YELM AS FOLLOWS:
Section 1: The City Council hereby determines that the City of Yelm requires a regular
property tax levy for collection in 2027 in the amount of $1,963,641.44, together with an
additional refund levy of $12,980.08 authorized under RCW 84.55.070, for a total levy of
$1,976,621.52. The levy amounts are based upon the preliminary assessed valuations, new
construction and improvements, state-assessed property, and other adjustments authorized by
law, as reflected in the levy limitations worksheet accompanying this ordinan ce.
Section 2:Pursuant to RCW 84.55.120, the City Council finds that the actual regular
property tax levy for the preceding year was $1,886,380.00. The City Council hereby authorizes
an increase of $0.00, representing a zero percent (0%) increase over the preceding year's actual
levy, exclusive of additional revenue attributable to new construction, improvements to
property, increases in the value of state-assessed property, annexations, and any refund levy
authorized by law.
Secti on 3: A Levy Certification is filed with the County Legislative Authority, separate from
this ordinance. As required by RCW 84.52.020, that filing certifies the total amount to be levied
for the regular property tax levy on the Department of Revenue provided form for this purpose,
REV 64 0100, 'Levy Certification'. Certification is made in a manner prescribed by the County
Legislative Authority.
Section 4:Effective Date: This ordinance shall take effect five days after its publication as
provided by law.
Section 5:Severability. If any section, subsection, paragraph, sentence, clause, or
phrase of this ordinance is declared unconstitutional or invalid for any reason, such decision
shall not affect the validity of the remaining portion of this ordinance.
Adopted by the Yelm City Council at the regular meeting this 24 th day of November, 202 6.
____________________________
Joe DePinto, Mayor
APPROVED AS TO FORM:
____________________________
Brent Dille, City Attorney
ATTEST:
_____________________________
Kathy Linnemeyer, City Clerk
PUBLISHED:
EFFECTIVE DATE:
LEVY LIMITATIONS WORKSHEET
TAXING DISTRICT City of Yelm 2026 Levy for 2027 Taxes
Instructions for electronic version of form - Fill in highlighted cells all other self populate.
A.Highest regular tax which could have been lawfully levied beginning with the 1985 levy (refund levy not included).
Year 2026$1,886,380.00 101.000%=$1,905,243.80
Highest Lawful Levy Since 1985 Limit Factor/Max Increase 101%
B.Current year's assessed value of new construction, improvements, and wind turbines, solar, biomass, and geothermal
facilities in original districts before annexation occurred times last year's levy rate (if an error occurred or an error
correction was made in the previous year, use the rate that would have been levied had no error occurred).
$79,812,241×0.968039956394÷$1,000=$77,261.44
A.V.Last Year's Levy Rate
D.Current year's state assessed property value less last year's state assessed property value. The remainder is to be
multiplied by last year's regular levy rate (or the rate that should have been levied).
$17,338,815-$17,338,815=$ -
Current Year's A.V.Previous Year's A.V.Remainder
$0×0.968039956394÷$1,000=$0.00
Remainder from Line C Last Year's Levy Rate
E.Regular property tax limit: …………………………………….………….A+B+C=$1,982,505.24
Parts E through G are used in calculating the additional levy limit due to annexation.
F.To find the rate to be used in F, take the levy limit as shown in Line D above and divide it by the current assessed value of
the district, excluding the annexed area.
$1,982,505.24÷$2,132,942,346×$1,000=0.929469680096
Total in Line D Assessed Value Less Annexed AV
G.Annexed area's current assessed value including new construction and improvements, times the rate in Line E.
$0×0.929469680096÷$1,000=$0.00
Annexed Area's A.V.Rate in Line E
H.Regular property tax limit including annexation …………………………………D+F=$1,982,505.24
I.Statutory maximum calculation
Only enter fire/RFA rate, library rate, & firefighter pension fund rate for cities annexed to a fire/RFA or library, or has a firefighters pension fund.
3.600000000000-1.481476552552-0.228924+=1.889599447448
District base levy rate Fire or RFA Rate Library Rate Firefighter Pension Fund Statutory Rate Limit
$2,132,942,346×1.889599447448÷$1,000=$4,030,406.68
A.V. of District Statutory Rate Limit Statutory Amount
J.Highest Lawful Levy For This Tax Year (Lesser of G and H) …………………=$1,982,505.24
K.New highest lawful levy since 1985 (lesser of I&H minus C, …………………=$1,982,505.24
unless (before limit factor incr) is greater than I or H mins C, then A before limit factor increase.
J.Tax Base For Regular Levy
1. Total district taxable value (including state-assessed property, and excluding
boats, timber assessed value, and the senior citizen exemption for the regular levy)$2,132,942,346
K.Tax Base for Excess and Voted Bond Levies
2. Less assessed value of the senior citizen exemption of less than $40,000 income or 65%
of the median household income for the county based on lower of frozen or market value.
3. Plus Timber Assessed Value (TAV) ………………………………...………..
4. Tax base for excess and voted bond levies ………………………...…..……(1-2+3)$2,132,942,346
Excess Levy Rate Computation - Excess levy amount divided by the assessed value in Line K4 above.
÷$2,132,942,346×$1,000=0.000000000000
Levy Amount A.V. from Line K4 above
Bond Levy Rate Computation - Bond levy amount divided by the assessed value in Line K4 above.
÷$2,132,942,346×$1,000=0.000000000000
Levy Amount A.V. from Line K4 above
B REV 64 007 Page 1
TAXING DISTRICT City of Yelm 2026 Levy For 2027 Taxes
Population:Less than 10,000 10,000 or more$18,863.80
Was a resolution/ordinance adopted authorizing an increase over the previous year's Yes No
Was a second resolution/ordinance adopted authorizing an increase over the IPD?l? Yes No N/A
If so, what was the percentage increase? Calculated % Increase 0.000000000000%
A.Previous year's actual levy adjusted by the increases as stated in ordinance or resolution (RCW 84.55.120).
Year 2026$1,886,380.00+0.00=$1,886,380.00
Previous Year's Actual Levy Plus Resolution Increase Amount
Year 2026$1,886,380.00 0.000000000000%=$1,886,380.00
Previous Year's Actual Levy Resolution Percentage of Increase Prior Levy +(Prior Levy * % Inc.)
B.Amount for new construction, improvements, and wind turbines, solar, biomass,
and geothermal facilities.(Line B, page 1) ……………………………………………=$77,261.44
D.Amount for increase in value of state-assessed property (Line C, page 1)=$0.00
E.Amount for increase in annexation (Line F, page 1) ………………………=$0.00
F.Total levy amount authorized, including the annexation …………Lesser of A+(B+C+D)=$1,963,641.44
G.Total levy amount authorized by resolution (E) plus amount refunded or to be refunded (RCW 84.55.070).
$1,963,641.44+$12,980.08=$1,976,621.52
Total from Line E Amount to be Refunded Amount allowable per
H.Total amount certified by county legislative authority or taxing district as applicable.
(RCW 84.52.020 and RCW 84.52.070) ……………………………………………..=$1,976,621.52
I.Levy limit from line H on page 1, plus amount refunded or to be refunded (RCW 84.55.070).
$1,982,505.24+$12,980.08=$1,995,485.32
Line G, Page 1 Amount to be Refunded Total
J.Amount of taxes recovered due to a settlement of highly valued disputed property (RCW 84.52.018).
$1,976,621.52=$1,976,621.52
Lesser of F, G, or H Amount Held in Abeyance Total
K.Statutory limit from line H on page 1 (dollar amount, not the rate) …………………=$4,030,406.68
L.Lesser of I and J ……………………………………………………………………$1,976,621.52
M.Levy Corrections Year of Error:
1. Minus amount over levied (if applicable) …………………………………………..
2. Plus amount under levied (if applicable) ………………………………………….
N.Total: K +/- L ………………………………………………………………………….$1,976,621.52
O.Regular Levy Rate Computation Without Levy Error Correction
Use this rate in next year's levy calculations unless it's reduced due to levy error, other limitation, or there's a road levy shif
$1,976,621.52÷$2,132,942,346×$1,000=0.926711180781
Lesser of J and K Amount on line J1 on page 1 rate w/o error correction
P.Regular Levy Rate Computation: Lesser of J and M divided by the assessed value in line J1 on page 1.
Use this rate for the current year's tax roll unless it is reduced due to another levy limitation such as the $5.90 limit.
$1,976,621.52÷$2,132,942,346×$1,000=0.926711180781
Lesser of J and M Amount on line J1 on page 1 rate before aggregate check
Q.Road Levy Shift Rate Computation - (Do not enter a shift amount in both shift fields.)
R.OR
Amount shifted TO this taxing district Amount shifted FROM this taxing district
S.$1,976,621.52÷$2,132,942,346×$1,000=0.926711180781
Post Shift Levy Amount Amount on line J1 on page 1 Post Shift Levy Rate
REV 64 007 Page 2
Meeting Date: 10-27-2026
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
AGENDA ITEM: PUBLIC WORKS CONTRACT WITH ACTIVE CONSTRUCTION, INC. FOR
CONSTRUCTION OF THE 2026 CREEK ST. WATER MAIN IMPROVEMENTS PROJECT
COMMITTEE REVIEW: 10-27-2026 x YES NO
COMMITTEE: Joseph Richardson (Chair), Brian Hess, and Terry Kaminski
ATTORNEY REVIEW/APPROVAL:X YES NO N/A
PROPOSED MOTION:
Authorize Mayor Joe DePinto to sign the Public Works Contract with Active Construction Inc. for
construction of the 2026 Creek St. Water Main Improvements Project in the not to exceed
amount of $1,597,597,00.
KEY FACTS AND INFORMATION SUMMARY:
This project will replace and upsize the water main on Creek St., add sidewalk from Algiers to
103 rd Ave., and asphalt overlay from 106 th Ave. to 103 rd. Ave. We received a total of 16 bids on
September 28 th for this project. Active Construction Inc. was determined to be the lowest
responsive bidder at $1,597,597.00. The engineer’s estimate on the project was 1.8 to 2 million,
so we are very happy with the outcome. We look forward to getting this project started.
ATTACHMENTS:
Public Works Contract
Plans & Specifications
Respectfully Submitted:
Brad Chatwood
Projects & Programs Manager
1 | Page
PUBLIC WORKS CONTRACT
FOR
CREEK STREET WATER MAIN IMPROVEMENTS
(YELM)
THIS PUBLIC WORKS CONTRACT (“Contract”) is dated effective this 27th day of October
2026 and is made by and between the City of Yelm, a Washington municipal corporation (“City or
Owner”), and Active Construction, Inc. a corporation (“Contractor”).
A. The City desires to retain an independent contractor to furnish all labor and materials
necessary to perform work necessary to complete the Creek St. Water Main Improvements,
sidewalk extensions and street overlay located in Yelm, Washington (“Right of Way); and
B. The Contractor has the requisite skill and experience to perform such work.
NOW, THEREFORE, the parties (“Parties”) agree to the following terms and conditions:
1.SERVICES BY CONTRACTOR
1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials,
supplies, equipment, labor and other items incidental thereto necessary for the construction and
completion of the work, more particularly described as the CREEK STREET WATER MAIN
IMPROVEMENTS (YELM) project, including without limitation:
This project consists of upsizing approximately 2,300 LF of existing water main along a portion of
Yelm Ave E /SR507) to Creek St. and Creek St. SE between Yelm Ave E and 103 rd Ave SE. The
plans include the proposed water main alignment, connections to existing water main, and
restoration. Additional work includes sidewalk improvements, new concrete approaches, and ADA
curb ramps, full scope identified in the plans and specifications, (“Work”), in accordance with and
as described in the Contract Documents, which include without limitation, this Contract, Request for
Bids, Bidder’s Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid
Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor’s
Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A,
Contract Change Order Agreement attached as Exhibit B, Contractor’s Retainage Agreement
attached as Exhibit C or Retainage Bond to City of Yelm attached as Exhibit D, Notice to Labor
Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E,
Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond
attached hereto as Exhibit G, Standard Plans and Details attached as Appendix A, current Prevailing
Wage Rates attached as Appendix B, and all other Appendices attached hereto and incorporated by
this reference, (collectively the “Contract Documents”), which Work shall be completed to the City’s
satisfaction, within the time period prescribed by the City and pursuant to the direction of the
Mayor or his or her designee.
1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the
Contractor of the City’s Notice to Proceed. The Work shall be completed on or before February 1,
2027. In the event the Work is not physically completed within the contract time established in the
contract documents, Contractor agrees to pay to the City liquidated damages in the amount set
forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed
completed until the City has accepted the Work and delivered a written Notice of Completion of
Public Works Contract in the form attached hereto as Exhibit A or filing of an online Notice of
Completion with the Washington Department of Labor and Industries.
Creek St. Water Main Improvements (Yelm)
Page 1
1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the
public and cost taxpayers undue sums of money, adding time needed for administration, inspection,
and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly,
the Contractor agrees to pay liquidated damages calculated on the following formula for its failure
to complete this Contract on time:
(1) To pay (according to the following formula) liquidated damages for each working day
beyond the number of working days established for completion, and
(2) To authorize the City to deduct these liquidated damages from any money due or
coming due to the Contractor.
LIQUIDATED DAMAGES FORMULA
For purposes of this calculation, 'T' means the total number of working days established in the
Contract for completion of the Work, as adjusted by any approved change orders or extensions of
time.
LD = 0.15C
T
Where:LD =Liquidated damages per working day (rounded to
the nearest dollar).
C =Current Contract adjusted amount.
T =Original time for completion.
When the Work is completed to the extent that the City has full and unrestricted use and
benefit of the facilities, both from an operational and safety standpoint, the City may determine the
Work is complete. Liquidated damages will not be assessed for any days for which an extension of
time is granted. No deduction or payment of liquidated damages will, in any degree, release the
Contractor from further obligations and liabilities to complete this entire Contract.
1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with
accepted practices for other properly licensed contractors.
1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all
applicable federal, state and City laws, including but not limited to all City ordinances, resolutions,
standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary
permits and pay all permit, inspection or other fees, at its sole cost and expense.
1.6 Change Orders. The City may, at any time, without notice to sureties, order changes
within the scope of the Work. Contractor agrees to fully perform any such alterations or additions
to the Work. All such change orders shall be in the form of the Contract Change Order Agreement
attached hereto as Exhibit B, which shall be signed by both the Contractor and the City, shall
specifically state the change of the Work, the completion date for such changed Work, and any
increase or decrease in the compensation to be paid to Contractor as a result of such change in the
Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the
City. If any change hereunder causes an increases or decrease in the Contractor’s cost of, or time
required for, the performance or any part of the Work under this Contract, an equitable adjustment
will be made and the Contract modified in writing accordingly.
If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall,
within five (5) days after receipt of a written change order from the City or after giving the written
Creek St. Water Main Improvements (Yelm)
Page 2
notice required above, as the case may be, submit to the City a written statement setting forth the
general nature and monetary extent of such claim; provided the City, in its sole discretion, may
extend such five (5) day submittal period upon request by the Contractor. The Contractor shall
supply such supporting documents and analysis for the claims as the City may require to determine
if the claims and costs have merit. No claim will be allowed for any costs incurred more than five
(5) days before the Contractor gives written notice as required. No claim by the Contractor for an
equitable adjustment hereunder will be allowed if asserted after final payment under this Contract.
1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City,
omit work, services and materials to be furnished under the Contract and the value of the omitted
work and materials will be deducted from the Total Compensation and the delivery schedule will be
reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum
or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties
cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change
order adjusting the price and the delivery schedule.
1.8 Utility Location. Contractor is responsible for locating any underground utilities affected
by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended.
Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the
“one call” locator system before commencing any excavation activities.
1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction
materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction
debris, etc., to protect said materials from air exposure and to minimize emission of airborne
particles to the ambient air environment within the City of Yelm.
2.TERM
This Contract shall commence on the effective date of this Contract and continue until the
completion of the Work, which shall be no later than February 1, 2027 to complete, and the
expiration of all warranties contained in the Contract Documents (“Term”).
3.WARRANTY
3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the
Work, and is appropriately accredited and licensed by all applicable agencies and governmental
entities, including but not limited to being registered to do business in the City of Yelm by obtaining
a City of Yelm business license. Contractor represents that it has visited the site and is familiar with
all of the plans and specifications in connection with the completion of the Work.
The Contractor specifically agrees to obtain a City of Yelm Business License prior to
beginning work on the Contract and pay any applicable business and occupation (B&O) taxes that
may be due as a result of the Business License and this Agreement.
3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work
which the City deems to have defects in workmanship and material discovered within one (1) year
after the City’s final acceptance of the Work as more fully set forth in the General Conditions of the
Contract; provided, however, that this warranty may extend beyond this time period pursuant to
the warranties attached hereto as Appendix C and incorporated by this reference. This warranty
shall survive termination of this Contract. Conducting of tests and inspections, review of
specifications or plans, payment for goods or services, or acceptance by the City does not
Creek St. Water Main Improvements (Yelm)
Page 3
constitute waiver, modification or exclusion of any express or implied warranty or any right under
this Contract or law.
4.COMPENSATION
4.1 Contract Price.
The City shall pay Contractor for full and satisfactory performance of the Work a fixed Contract
Price of $1,597,597.00, inclusive of all applicable taxes. The Contract Price shall not be exceeded
except by a written change order authorized and executed in accordance with the Contract
Documents, or as otherwise required by applicable law. The Contract Price includes all labor,
materials, equipment, supervision, and other costs necessary to complete the Work required by the
Contract Documents, including Addendum No. 1 & 2.
4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the
payment of any taxes imposed by any lawful jurisdiction as a result of the performance and
payment of this Contract.
4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for
any of the Work not completed in a satisfactory manner, in the City’s sole discretion, which shall be
withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable
to the City.
4.4 Schedule of Prices; Progress Payments.
The Schedule of Prices shall be used to evaluate progress payments and, where applicable,
authorized changes in the Work. Estimated quantities and unit prices do not independently entitle
Contractor to an increase in the Contract Price. Differences between estimated and actual
quantities necessary to complete the original scope of Work shall not, standing alone, increase or
decrease the Contract Price. Adjustments for authorized changes or other compensable
circumstances shall be governed by the Contract Documents and applicable law. Total payments
shall not exceed the Contract Price, as properly adjusted. I cannot recall but I presume the
$1,597,597 includes sales tax.
Upon completion of all work and after final inspection, the amount due the Contractor under
the contract will be paid based upon the final estimate made by the Engineer and signed by the
Contractor.
Payment to the Contractor for partial estimates, final estimates, and retained percentages
shall be subject to controlling laws.
4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5%) of the Total
Compensation shall be retained by the City to assure payment of Contractor’s state sales tax as well
as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor
shall complete, execute and deliver to the City the Contractor Retainage Agreement attached
hereto as Exhibit C or execute the Retainage Bond attached hereto as Exhibit D. No payments shall
be made by the City from the retained percentage fund (“Fund”) nor shall the City release any
retained percentage escrow account to any person, until the City has received from the Department
of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all
taxes due and to become due with respect to the Contract have been paid in full or that they are,
in the Department’s opinion, readily collectible without recourse to the State’s lien on the retained
Creek St. Water Main Improvements (Yelm)
Page 4
percentage. Upon non-payment by the general contractor, any supplier or subcontractor may file a
lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are
required to give notice of any lien within forty-five (45) days of the completion of the Work and in
the manner provided in RCW 39.08.030. The Retained funds shall be released in accordance with
Chapter 60.28 RCW after Final Acceptance and receipt of all required releases and certifications
from the Department of Revenue, Department of Labor & Industries, Employment Security
Department, and expiration of applicable lien periods.
5.EQUAL OPPORTUNITY EMPLOYER
In all Contractor services, programs or activities, and all Contractor hiring and employment
made possible by or resulting from this Contract, there shall be no discrimination by Contractor or
by Contractor’s employees, agents, subcontractors or representatives against any person because
of sex, age (except minimum age and retirement provisions), race, color, creed, national origin,
marital status or the presence of any disability, including sensory, mental or physical handicaps,
unless based upon a bona fide occupational qualification in relationship to hiring and employment,
advertising, layoff or termination, rates of pay or other forms of compensation, and selection for
training, including apprenticeship. Contractor comply with and shall not violate any of the terms of
Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act,
Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state,
or local law or regulation regarding non-discrimination. Any material violation of this provision shall
be grounds for termination of this Contract by the City and, in the case of the Contractor’s breach,
may result in ineligibility for further City agreements.
6.INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST
6.1It is the intention and understanding of the Parties that the Contractor shall be an
independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick
leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax
which may arise as an incident of employment. The Contractor shall pay all income and other
taxes due. Industrial or any other insurance that is purchased for the benefit of the City,
regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall
not be deemed to convert this Agreement to an employment contract. It is recognized that
Contractor may or will be performing professional services during the Term for other parties;
provided, however, that such performance of other services shall not conflict with or interfere with
Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of
interest in favor of the City.
6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the
contractor agrees to notify the City and complete any required form if the Contractor retired under
a State of Washington retirement system and agrees to indemnify any losses the City may sustain
through the Contractor’s failure to do so.
7.CITY’S RIGHT TO TERMINATE CONTRACT
7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be
terminated without cause by written notice delivered to Contractor from the City. Upon
termination, all supplies, materials, labor and/or equipment furnished prior to such date shall, at
the City’s option, become its property. In the event Contractor is not in breach of any of the
provisions of this Contract, Contractor will be paid for any portion of the Work which has been
Creek St. Water Main Improvements (Yelm)
Page 5
completed to the City’s satisfaction, calculated by the percentage amount that portion of the Work
completed and accepted by the City bears to the Total Compensation.
7.2 Termination For Cause. The City may immediately terminate this Contract, take
possession of the Property and all materials thereon and finish the Work by whatever methods it
may deem expedient, upon the occurrence of any one or more of the following events:
(1) If the Contractor should be adjudged a bankrupt.
(2) If the Contractor should make a general assignment for the benefit of its
creditors.
(3) If a receiver should be appointed on the account of insolvency of Contractor.
(4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient
number of properly skilled workmen or proper materials for completion of the Work.
(5) If the Contractor should fail to complete the Work within the time specified in
this Contract.
(6) If the Contractor should fail to complete the Work in compliance with the plans
and specifications, to the City’s satisfaction.
(7) If the Contractor should fail to make prompt payment to subcontractors or for
material labor.
(8) If Contractor should persistently disregard laws, ordinances or regulations of
federal, state, or municipal agencies or subdivisions thereof.
(9) If Contractor should persistently disregard instructions of the Mayor or his or her
representative.
(10) If Contractor shall be in breach or violation of any term or provision of this
Contract, or
(11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060.
7.3 Result of Termination. In the event that this Contract is terminated for cause by the
City, the City may do any or all of the following:
(1) Stop payments. The City shall cease any further payments to Contractor and
Contractor shall be obligated to repay any payments it received under this contract.
(2) Complete Work. The City may, but in no event is the City obligated to, complete
the Work, which Work may be completed by the City’s agents, employees or
representatives or the City may retain independent persons or entities to complete
the Work. Upon demand, Contractor agrees to pay to the City all of its costs and
expenses in completing such Work.
Creek St. Water Main Improvements (Yelm)
Page 6
(3) Take Possession. The City may take possession of the Property and any
equipment and materials on the Property and may sell the same, the proceeds of
which shall be paid to the City for its damages.
(4) Remedies Not Exclusive. No remedy or election under this Contract shall be
deemed an election by the City but shall be cumulative and in addition to all other
remedies available to the City at law, in equity or by statute.
8.INDEMNIFICATION
8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the
City, its elected officials, officers, employees, agents, and volunteers harmless from any and all
claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any
and all persons or entities, including, without limitation, their respective agents, licensees, or
representatives, arising from, resulting from, or connected with this Contract to the extent caused
by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents,
employees, or by the Contractor’s breach of this Contract. Contractor waives any immunity that
may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW.
Contractor’s indemnification shall not be limited in any way by any limitation on the amount of
damages, compensation or benefits payable to or by any third party under workers’ compensation
acts, disability benefit acts or any other benefits acts or programs.
8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its
officers, directors, shareholders, partners, employees, and agents harmless from any and all claims,
demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all
persons or entities, including without limitation, their respective agents, licenses, or
representatives, arising from, resulting from or connected with this Contract to the extent solely
caused by the negligent acts, errors, or omissions of the City, its employees or agents.
8.3 Survival. The provisions of this Section shall survive the expiration or termination of this
Contract with respect to any event occurring prior to such expiration or termination.
9.INSURANCE
9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance,
in such forms and with such carriers who have a rating which is satisfactory to the City:
(1) Workers’ compensation and employer’s liability insurance in amounts sufficient
pursuant to the laws of the State of Washington;
(2) Commercial general liability insurance with combined single limits of liability not
less than $2,000,000 for bodily injury, including personal injury or death, products
liability and property damage.
(3) Automobile liability insurance with combined single limits of liability not less than
$2,000,000 for bodily injury, including personal injury or death and property
damage.
Creek St. Water Main Improvements (Yelm)
Page 7
9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the
following provisions:
(1) The City, its officers, officials, employees, volunteers and agents shall each be
named as additional insured.
(2) Coverage may not be terminated or reduced in limits except after thirty (30)
days prior written notice by certified mail, return receipt requested, to the City.
(3) Coverage shall be primary insurance as respects the City, its officials, employees
and volunteers. Any insurance or self-insurance maintained by the City, its officials,
employees or volunteers shall be in excess of Contractor’s insurance.
(4) Coverage shall apply to each insured separately against whom claim is made or
suit is brought.
(5) Coverage shall be written on an “occurrence” form as opposed to a “claims
made” or “claims paid” form.
9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing
the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form
attached hereto as Exhibit F, which certificate must be executed by a person authorized by the
insurer to bind coverage on its behalf. The City reserves the right to require complete certified
copies of all required insurance policies, at any time.
9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under
its policies or shall furnish separate certificates for each subcontractor. All coverage for
subcontractors shall be subject to all of the requirements stated herein.
9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions
must be disclosed by Contractor and approved in writing by the City. At the option of the City,
Contractor shall either reduce or eliminate such deductibles or self-insured retentions or procure a
bond guaranteeing payment for any amounts not covered by the insurance by reason of such
deductibles or self-insured retentions.
9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous
materials work is performed, Contractor shall review coverage with the City’s Risk Manager and
provide scope and limits of coverage that are appropriate for the scope of Work and are
satisfactory to the City. Contractor shall not commence any Work until its coverage has been
approved by the Risk Manager.
9.7 Termination. The Contractor’s failure to provide the insurance coverage required by this
Section shall be deemed to constitute non-acceptance of this Contract by the Contractor and the
City may then award this Contract to the next lower bidder.
10.PERFORMANCE/PAYMENT BOND
Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of
the City, in the form attached to this Contract as Exhibit G and incorporated by this reference, in a
dollar amount satisfactory to the City; to guarantee Contractor’s performance of the Work to the
Creek St. Water Main Improvements (Yelm)
Page 8
City’s satisfaction; to insure Contractor’s performance of all of the provisions of this Contract; and
to guarantee Contractor’s payment of all laborers, mechanics, subcontractors and material persons.
Contractor’s obligations under this Contract shall not be limited to the dollar amount of the bond.
11.SAFETY
Contractor shall take all necessary precautions for the safety of employees on the work site
and shall comply with all applicable provisions of federal, state and municipal safety and health
laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health
Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards
(Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC).
Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals
and other safeguards at all unsafe places at or near the Work for the protection of its employees
and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger
signs warning against any known or unusual hazards and do all other things necessary to prevent
accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or
other pipes or conduits, and all hydrants and all other property that is likely to become displaced or
damaged by the execution of the Work. The Contractor shall, at its own expense, secure and
maintain a safe storage place for its materials and equipment and is solely responsible for the
same.
12.PREVAILING WAGES
12.1 Wages of Employees. This contract is subject to the minimum wage requirements of
Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid
projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe
benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates
match those identified by the U.S. Department of Labor’s “Decision Number” shown in Appendix B.
The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12
RCW, Chapter 296-127 WAC, or the Federal Davis-Bacon and Related Acts (DBRA) to pay minimum
prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe
benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid.
When the project is subject to both State and Federal hourly minimum rates for wages and
fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay
less than the higher rate unless the state rates are specifically preempted by Federal law.
The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls
under the provisions of Chapter 39.12 RCW because of the definition “Contractor” in Chapter 296-
127-010 WAC, complies with all the requirements of Chapter 39.12 RCW.
12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12
RCW, and as required in this Contract do not apply to:
(1) Sole owners and their spouses;
(2) Any partner who owns at least 30% of a partnership;
(3) The President, Vice President and Treasurer of a corporation if each one owns at least
30% of the corporation.
Creek St. Water Main Improvements (Yelm)
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12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I,
the Contractor shall submit to the Engineer the following for itself and for each firm covered under
Chapter 39.12 RCW that provided work and materials of the contract:
(1) A copy of an approved “Statement of Intent to Pay Prevailing Wages” State L&I form
number F700-029-000. The City will make no payment under this contract for the work
performed until this statement has been approved by State L&I and a certified copy of the
approved form has been submitted to the City.
(2) A copy of an approved “Affidavit of Prevailing Wages Paid,” State L&I form number
F700-007-000. The City will not release to the contractor any funds retained under Chapter
60.28.011 RCW until all of the “Affidavit of Prevailing Wages Paid” forms have been
approved by State L&I and a certified copy of all the approved forms have been submitted
to the City.
The Contractor shall be responsible for requesting these forms from the State L&I and for
paying any approval fees required by State L&I.
Certified payrolls are required to be submitted by the Contractor to the City, for the
Contractor and all subcontractors or lower tier subcontractors.
12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages
for work of a similar nature and such dispute cannot be resolved by the City and the Contractor,
the matter shall be referred for arbitration to the Director of the Department of Labor and
Industries of the State of Washington and the decision therein shall be final and conclusive and
binding on all parties involved in the dispute.
13.FAILURE TO PAY SUBCONTRACTORS
In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for
any materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or
the City may withhold from the money which may be due the Contractor an amount necessary for
the payment of such subcontractors, laborers, materials or premiums.
14.OWNERSHIP OF DOCUMENTS
All originals and copies of work product, including as-built drawings, warranties, manuals
plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic
media, all finished or unfinished documents or material which may be produced or modified by
Contractor while performing the Work shall become the property of the City and shall be delivered
to the City at its request.
15.CONFIDENTIALITY
Any records, reports, information, data or other documents or materials given to or
prepared or assembled by the Contractor under this Contract will be kept as confidential and shall
not be made available to any individual or organization by the Contractor without prior written
approval of the City.
16.BOOKS AND RECORDS
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The Contractor agrees to maintain books, records, and documents which sufficiently and
properly reflect all direct and indirect costs related to the performance of this Contract and such
accounting procedures and practices as may be deemed necessary by the City to assure proper
accounting of all funds paid pursuant to this Contract. These records shall be subject at all
reasonable times to inspection, review or audit by the City, its authorized representative, the State
Auditor, or other governmental officials authorized by law to monitor this Contract.
17.CLEAN UP
At any time ordered by the City and immediately after completion of the Work, the
Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any
kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up,
the City may, but in no event is it obligated to, perform the necessary clean up and the costs
thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs
from any remaining payments due to the Contractor.
18.CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY:
18.1Contractor Verification. The Contractor verifies that it has a certificate of registration
with the State of Washington; has a current state unified business identifier number; is not
disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has
industrial insurance as required by Title 51 RCW, if applicable; has an employment security
department number as required in Title 50 RCW, if applicable; has a state excise tax registration
number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as
required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as
required by chapter 70.87 RCW, if applicable.
18.2Subcontractor Contracts. The Contractor shall include the language of this section in
each of its first tier subcontracts, and shall require each of its subcontractors to include the same
language of this section in each of their subcontracts, adjusting only as necessary the terms used
for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide
documentation to the Owner demonstrating that the subcontractor meets the subcontractor
responsibility criteria below. The requirements of this section apply to all subcontractors regardless
of tier.
18.3Subcontractor Verification. At the time of subcontract execution, the Contractor shall
verify that each of its first tier subcontractors meets the following bidder responsibility criteria:
Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have
been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business
Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers’ compensation) coverage for the
subcontractor’s employees working in Washington, as required in Title 51 RCW, if applicable; A
Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A
Washington Department of Revenue state excise tax registration number, as required in Title 82
RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable;
An elevator contractor license, if required by Chapter 70.87 RCW.
19.GENERAL PROVISIONS
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19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties
with respect to any matter covered or mentioned in this Contract and no prior agreements or
understandings pertaining to any such matters shall be effective for any purpose.
19.2 Modification. No provisions of this Contract, including this provision, may be amended
or added to except by agreement in writing signed by the Parties or their respective successors in
interest.
19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or
illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other
provisions shall remain in full force and effect.
19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all
of its obligations and rights hereunder without the prior written consent of the City. In the event
the City consents to any such assignment or transfer, such consent shall in no way release the
Contractor from any of its obligations or liabilities under this Contract.
19.5 Successors in Interest. Subject to the preceding Subsection, this Contract shall be
binding upon and inure to the benefit of the Parties’ successors in interest, heirs and assigns.
19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of
any terms in this Contract, and the Contractor or City places the enforcement of the Contract or
any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of
possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party
shall pay all its own attorneys’ fees, costs and expenses. Any action arising out of or relating to this
Contract shall be brought exclusively in the Superior Court of Thurston County, Washington.
19.7 No Waiver. Failure of the City to declare any breach or default immediately upon
occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or
default. Failure of the City to declare one breach or default does not act as a waiver of the City’s
right to declare another breach or default.
19.8 Governing Law. This Contract shall be made in and shall be governed by and
interpreted in accordance with the laws of the State of Washington.
19.9 Authority. Each individual executing this Contract on behalf of the City and Contractor
represents and warrants that such individuals are duly authorized to execute and deliver this
Contract on behalf of the Contractor or City.
19.10 Notices. Any notices required to be given by the City to Contractor or by the
Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any
notices may be delivered personally to the addressee of the notice or may be deposited in the
United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the
United States mail shall be deemed received three (3) days after the date of mailing.
19.11 Captions. The respective captions of the Sections of this Contract are inserted for
convenience of reference only and shall not be deemed to modify or otherwise affect in any respect
any of the provisions of this Contract.
Creek St. Water Main Improvements (Yelm)
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19.12 Performance. Time is of the essence of this Contract and each and all of its
provisions in which performance is a factor. Adherence to completion dates is essential to the
Contractor’s performance of this Contract.
19.13 Compliance with Ethics Code. If a violation of the City’s Ethics Resolution No. 91-54,
as amended, occurs as a result of the formation and/or performance of this Contract, this Contract
may be rendered null and void, at the City’s option.
19.14 Conflicting Provisions. In the event of any inconsistency among the Contract
Documents, the following order of precedence shall govern unless expressly stated
otherwise:
1.Executed Contract and Change Orders
2.Addenda
3.Special Provisions
4.Project Plans
5.Technical Specifications
6.WSDOT/APWA Standard Specifications
7.Standard Plans
8.Bid Documents and Contractor's Bid
If, after application of the foregoing order of precedence, a conflict, ambiguity, or discrepancy
remains, the Engineer shall make the initial interpretation of the Contract Documents. Any party
disagreeing with the Engineer's interpretation may submit the matter to the Mayor or the Mayor's
designee for review. The Mayor's or designee's written interpretation shall govern the
administration of the Contract unless modified through a written Change Order, other written
agreement of the parties, or by a court of competent jurisdiction.
Nothing in this Section shall be construed to authorize a change in the scope of the Work, Contract
Time, or Contract Price except through a written Change Order or other written amendments
executed in accordance with this Contract.
DATED the day and year set forth above.
CITY OF YELM
By:___________________________________
Joe DePinto, Mayor
City of Yelm,
106 Second St. SE, Yelm WA 98597
ATTEST:
_______________________________
Kathy Linnemeyer, City Clerk
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APPROVED AS TO FORM:
_______________________________
City Attorney, Brent Dille
Active Construction Inc.
By:___________________________________
(Signature)
___________________________________
(Name)
___________________________________
___________________________________
(Address)
___________________________________
(Phone)
[Corporate Notary]
STATE OF WASHINGTON)
) ss.
COUNTY OF ____________)
On this day personally appeared before me ____________________________________, to me
known to be the ________________________________ of _______________________ that
executed the foregoing instrument, and acknowledged the said instrument to be the free and
voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on
oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any,
is the corporate seal of said corporation.
GIVEN my hand and official seal this ______ day of _______________________, 20__.
______________________________________
______________________________________
(typed/printed name of notary)
Notary Public in and for the State of Washington.
My commission expires ____________________
Creek St. Water Main Improvements (Yelm)
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EXHIBIT A
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
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EXHIBIT B
CITY OF YELM
CONTRACT CHANGE ORDER AGREEMENT
______________________________________________________
PROJECTCHANGE ORDEREFFECTIVE DATE
NUMBERNUMBER
___________________________________________________
PROJECT TITLECONTRACTOR
SUMMARY OF PROPOSED CHANGES:
The time provided for completion in the Contract is Unchanged Increased Decreased by
____ Calendar Days. This Document shall become an Amendment to the Contract and all
provisions of the Contract not amended herein will apply to this Change Order.
Will this change affect expiration or extent of Insurance coverage? Yes No
If “Yes” Will the Policies Be Extended? Yes No
_____________________________________________________________________________
PRICE CHANGELUMP SUM:INCREASE $DECREASE $
UNIT PRICE:
THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE
ITEM NO.ITEMQUANTITYUNIT PRICEADD OR DELETE
TOTAL NET CONTRACT:INCREASE $DECREASE $
STATEMENT:
_____________________________________________________________________________
CONTRACTOR’SDEPT. DIRECTOR/MANAGERDATE
SIGNATURESIGNATURE
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DEPARTMENT RECAP TO DATE:*Adjustments:
ORIGINAL CONTRACT AMOUNT$_____
PREVIOUS CHANGE ORDERS$_____
THIS CHANGE ORDER$_____
*ADJUSTMENTS$_____
NEW CONTRACT AMOUNT$_____
ADJUSTMENTS
CHANGE ORDER ESTIMATE IS HEREBY INCREASED$_____
DECREASED$_____
PAY THIS ADJUSTED AMOUNT$_____
______________________________
DEPARTMENT DIRECTOR’S SIGNATURE
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EXHIBIT C
CONTRACTOR’S RETAINAGE AGREEMENT
City of Yelm Bid/Contract Number
106 Second St.. SE, Yelm WA 98597
360.458.8499
IDENTIFICATION AND DESCRIPTION
Project Title______________________________________________________________________________
Contractor_______________________________________Representative________________________
Bid No._____________________________Date_______Administering Department_______________
City Representative________________________________Funding Source________________________
Project Authority__________________________________________________________________________
RETAINAGE FORMULA
In accordance with applicable State Statutes, the following provisions will be made for the disposition of the
retainage held for investment:
1.All investments selected below are subject to City approval.
2.Retainage under this agreement will be held in escrow by the _________________________ (referred
to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of
the investment program and the risk thereof is to be borne entirely by the contractor.
3.The final disposition of the contract retainage will be made in accordance with applicable statutes.
CONTRACTOR’S INSTRUCTIONS
Pursuant to RCW 60.28.010 I hereby notify the City of Yelm of my instructions to invest not to invest the
retainage withheld under the terms of this contract. If the investment option is selected, please provide the
following information:
Name of Bank, Mutual Fund, or Savings & Loan Association: ______________________________________
Address: ________________________________________________________________________________
Account #: _______________________________________Contact Person: _______________________
Contractor: _______________________________________Date: _______________________________
By: _____________________________________________Title: _______________________________
Address: _________________________________________________________Phone: _______________
Fed ID #: ________________________________________Est. Completion Date: __________________
CITY APPROVAL
Approval of Investment Program and Retainage Agreement
____________________________________
Finance Director Date
CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE
Contract No. __________Project Title: ______________________________________________________________
I hereby certify, as Contract Administrator for this Contract representing the City of Yelm, that all work required by the
above cited contract was completed on ________________________ and final acceptance by the City was granted on
_________________________.
I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics,
subcontractors or materialman who has performed any work or provided any material of subject contract.
____________________________________
Contract Administrator
____________________________________
Director of Administering Department
Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes
(Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment
Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.)
Creek St. Water Main Improvements (Yelm)
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EXHIBIT D
RETAINAGE BOND TO CITY OF YELM
(CREEK ST. WATER MAIN IMPROVEMENTS)
KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned,
____________________________________________, as principal (“Principal”), and
__________________________________, a Corporation organized and existing under the laws of the State of
_________________, as a surety Corporation, and qualified under the laws of the State of Washington to become surety
upon bonds of Contractors with Municipal Corporations, as surety (“Surety”), are jointly and severally held and firmly
bonded to the City of Yelm (“City”) in the penal sum of: ________________________________________ ($
_______________) for the payment of which sum we bind ourselves and our successors, heirs, administrators or
personal representatives, as the case may be.
A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances,
regulations, standards and policies of the City, as now existing or hereafter amended or adopted.
B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal,
providing for the _________________________ Project, which contract is incorporated herein by this reference
(“Contract”), and
C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the
Principal pursuant to the contract, a sum not to exceed five percent (5%), said sum to be retained by the City as a trust
fund for the protection and payment of any person or persons, mechanic, subcontractor or materialmen who shall
perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons
or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes
imposed pursuant to Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing
supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that
such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as
now existing and in accordance with any amendments that may hereafter be provided thereto; and
D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any
portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such
bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth
retained percentages pursuant to Chapter 60.28 RCW; and
E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein
provided for in the manner and within the time set forth, for the amount of $ _________________________; and
F. The City is prepared to release any required retainage money previously paid by the Principal prior to
acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these
presents,
NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the
time period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay
all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or
subcontractors with provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all
taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the
event this obligation shall be void; but otherwise it shall be and remain in full force and effect.
And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time,
alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications
accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any
change, extension of time, alterations or additions to the terms of the Contract or to the Work.
The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the
Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the
Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase,
however, not to exceed twenty-five percent (25%) of the original amount of this bond without consent of the Surety.
Creek St. Water Main Improvements (Yelm)
Page 19
Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the
Contract, the Surety shall make written commitment to the City that it will either: (a) cure the default itself within a
reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal
fees incurred by the City, or (c) in the event that Surety’s evaluation of the dispute is not complete or in the event the
Surety disputes the City’s claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead.
The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect
option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually
incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work,
the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the
Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount.
Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below
paragraph, prior to any interplead action.
In the event a dispute should arise between the Parties to this Bond with respect to the City’s declaration of
default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the
mediation procedures of United States Arbitration and Mediation (“USA&M”). The Parties shall proportionately share in
the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square,
601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation.
The parties have executed this instrument under their separate seals this _____ day of _______________,
20___, the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its
undersigned representatives pursuant to authority of its governing body.
CORPORATE SEAL:
PRINCIPAL
By: __________________________
Title: _________________________
Address: ______________________
_______________________
CORPORATE SEAL:
SURETY
By: __________________________
Attorney-in-Fact
(Attach Power of Attorney)
Title: _________________________
Address: ______________________
_______________________
Creek St. Water Main Improvements (Yelm)
Page 20
CERTIFICATES AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the
within bond; that __________________________, who signed the said bond on behalf of the Principal, was
__________________________ of said Corporation; that I know his or her signature thereto is genuine, and
that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its
governing body.
____________________________________
Secretary of Assistant Secretary
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within
bond; that __________________________, who signed the said bond on behalf of the Surety, was
__________________________ of the said Corporation; that I know his or her signature thereto is genuine, and
that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its
governing body.
____________________________________
Secretary of Assistant Secretary
APPROVED AS TO FORM:
_________________________________
Brent Dille, City Attorney
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EXHIBIT E
NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS
NONDISCRIMINATION IN EMPLOYMENT
TO: ALL EMPLOYEES
AND TO: _________________________________________________________________
(Name of Union or Organization)
The undersigned currently holds contract(s) with _____________________________ involving
funds or credit of the City of Yelm, Washington, or (a) subcontract(s) with a prime contractor
holding such contract(s).
You are advised that, under the provisions of the above contract(s) or subcontract(s) and in
accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned
is obliged not to discriminate against any employee or applicant of employment because of race,
color, creed or national origin. This obligation not to discriminate in employment includes, but is
not limited to, the following:
EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION
RECRUITMENT AND ADVERTISING
RATES OF PAY OR OTHER FORMS OF COMPENSATION
SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION
This notice is furnished to you pursuant to the provisions of the above contract(s) or
subcontractor(s) and Executive Order 11246.
Copies of this Notice will be posted by the undersigned in conspicuous places available to
employees or applicants for employment.
Complaints may be submitted to: _____________________________
City of Yelm,
106 Second St SE
Yelm WA 98597
____________________________________
____________________________________
____________________________________
(Contractor or subcontractor)
____________________________________
Date
Creek St. Water Main Improvements (Yelm)
Page 22
EXHIBIT F
CERTIFICATE OF INSURANCE
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EXHIBIT G
CITY OF YELM
PERFORMANCE/PAYMENT BOND
KNOW ALL PEOPLE BY THESE PRESENTS:
We, the undersigned , (“Principal”) and
, the undersigned corporation organized and existing under the laws
of the State of and legally doing business in the State of Washington as a surety (“Surety”),
are held and firmly bonded unto the City of Yelm, a Washington municipal corporation (“City”) in the penal
sum of __________________ Dollars and no/100 ($) for the payment of
which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and
severally.
This obligation is entered into an Agreement with the City dated , 20 for ________
_________________.
NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within
the time period prescribed by the City, or within such extensions of time as may be granted under the
Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all
persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of
said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or
damage occasioned to any person or property by reason of any carelessness or negligence on the part of the
Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City
harmless from any damage or expense by reason of failure of performance as specified in the Agreement
within a period of two (2) years after its final acceptance thereof by the City, then and in the event this
obligation shall be void; but otherwise, it shall be and remain in full force and effect.
And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time,
alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the
specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby
waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to
the Work.
The Surety hereby agrees that modifications and changes may be made in terms and provisions of the
Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be
paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like
amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this
bond without the consent of the Surety.
Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of
the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the
default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to
remedy the default, including legal fees incurred by the City, or (c) in the event that Surety’s evaluation of
the dispute is not complete or in the event the Surety disputes the City’s claim of default, the Surety shall
notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations
under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default,
the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in
curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall
notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the
Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the
bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation,
described in the below paragraph, prior to any interplead action.
Creek St. Water Main Improvements (Yelm)
Page 24
In the event a dispute should arise between the Parties to this Bond with respect to the City’s declaration of
default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with
the mediation procedures of United States Arbitration and Mediation (“USA&M”). The Parties shall
proportionately share in the cost of the mediation. The mediation shall be administered Washington
Arbitration & Mediation Service (WAMS), 3600 Port of Tacoma Road, Suite 304, Tacoma, WA 98424 The
Surety shall not interplead prior to completion of the mediation.
DATED this ___ day of _____, 20___.
CORPORATE SEAL OF PRINCIPAL:PRINCIPAL
By:_____
(Name of Person Executing Bond)
Its:_____
(Title)
_____
_____
(Address)
_____
(Phone)
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the
within bond; that __, who signed the said bond on behalf of the Principal, was
_____ of the said Corporation; that I know his or her signature thereto is genuine, and that
said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its
governing body.
_____
Secretary of Assistant Secretary
CORPORATE SEAL OF SURETY:
SURETY
By:_____
Attorney-in-Fact
(Attach Power of Attorney)
_____
(Name of Person Executing Bond)
_____
_____
(Address)
_____
(Phone)
Creek St. Water Main Improvements (Yelm)
Page 25
APPROVED AS TO FORM:
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Brent Dille, City Attorney
Creek St. Water Main Improvements (Yelm)
Page 26
Creek Street Water Main Improvements
BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS
Creek Street Water Main Improvements
Bids Accepted Until 11:0 0 a.m.,September 28, 20 2 6
Bids Opened 1 1:0 0 a.m.,Septe mber 28, 202 6
AT:
City of Yelm
Public Services Conference Room
901 Rhoton Road SE, Yelm WA 98597
Prepared By:Approved By:
RH2 Engineering, Inc.Reza R.Roukerd,City Engineer
1 201 Pacific Avenue, Suite 1 750 901 Rhoton Road
Tacoma, WA 98 402 Yelm, WA 98597
Creek Street Water Main Improvements Page 2
TABLE OF CONTENTS
REQUEST FOR BIDS.............................................................................................................1 3
SECTION 1: INSTRUCTIONS TO BIDDERS
1-1 TIME AND PLACE FOR SUBMISSION AND OPENING OF BIDS.......................................1 6
1-2 BID FORM...............................................................................................................1 6
1-3 BID SIGNATURE.......................................................................................................1 6
1-4 BID WITHDRAWAL DUE TO ERROR...........................................................................1 6
1-5 MODIFICATION OF BID............................................................................................1 6
1-6 EXAMINATION OF BID AND CONTRACT DOCUMENTS–BIDDER RESPONSIBILITIES.....1 7
1-7 INTERPRETATION OF BID AND CONTRACT DOCUMENTS...........................................1 7
1-8 ADDENDA................................................................................................................1 7
1-9 BID PRICE...............................................................................................................1 7
1-10 POSTPONEMENT OF BID OPENING..........................................................................1 7
1-11 REJECTION OF BIDS...............................................................................................1 8
1-12 ALTERATIONS TO DOCUMENTS PROHIBITED...........................................................1 8
1-13 DISQUALIFICATION OF BIDDER..............................................................................1 8
1-14 EVALUATION OF BIDS............................................................................................1 8
1-15 PROCEDURES WHEN ONLY ONE BID IS RECEIVED....................................................2 0
1-16 BID DOCUMENTS...................................................................................................2 0
1-17 CONFLICTS OF INTEREST AND NONCOMPETITIVE PRACTICES..................................2 1
1-18 BID SECURITY.......................................................................................................2 1
1-19 PERFORMANCE/PAYMENT BOND.............................................................................2 2
1-20 BID DISPUTE.........................................................................................................2 2
SECTION 2: BID DOCUMENTS
BIDDER’S CHECKLIST.....................................................................................................2 5
BID FORM.....................................................................................................................2 6
BID SIGNATURE PAGE....................................................................................................3 1
BID BOND FORM...........................................................................................................3 2
SUBCONTRACTOR LIST..................................................................................................3 3
NON-COLLUSION AFFIDAVIT..........................................................................................3 4
CONTRACTOR CERTIFICATION.......................................................................................3 5
SECTION 3: AWARD DOCUMENTS
PUBLIC WORKS CONTRACT............................................................................................3 7
1. SERVICES BY CONTRACTOR..................................................................................3 7
2. TERM..................................................................................................................39
3. WARRANTY..........................................................................................................39
4. COMPENSATION..................................................................................................4 0
5. EQUAL OPPORTUNITY EMPLOYER.........................................................................4 1
6. INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST...........................................4 1
7. CITY’S RIGHT TO TERMINATE CONTRACT.............................................................4 1
8. INDEMNIFICATION...............................................................................................4 3
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9. INSURANCE.........................................................................................................4 3
10. PERFORMANCE/PAYMENT BOND.........................................................................4 4
11. SAFETY..............................................................................................................4 5
12. PREVAILING WAGES...........................................................................................4 5
13. FAILURE TO PAY SUBCONTRACTORS...................................................................4 6
14. OWNERSHIP OF DOCUMENTS.............................................................................4 6
15. CONFIDENTIALITY.............................................................................................4 6
16. BOOKS AND RECORDS........................................................................................4 7
17. CLEAN UP..........................................................................................................4 7
18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY.......................................4 7
19. GENERAL PROVISIONS.......................................................................................4 8
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT.................................................5 2
CONTRACT CHANGE ORDER AGREEMENT........................................................................5 4
CONTRACTOR’S RETAINAGE AGREEMENT........................................................................5 6
RETAINAGE BOND TO CITY OF YELM..............................................................................5 7
NONDISCRIMINATION IN EMPLOYMENT..........................................................................60
CERTIFICATE OF INSURANCE.........................................................................................6 2
PERFORMANCE/PAYMENT BOND.....................................................................................6 3
SECTION 4:SPECIAL PROVISIONS
DIVISION 1–GENERAL REQUIREMENTS
1-01.3 Definitions..................................................................................................................2
1-01.3 Definitions..................................................................................................................3
1-02 Bid Procedures and Conditions..............................................................................................4
1-02.1 Qualifications of Bidder................................................................................................4
1-02.1(1) Supplemental Qualifications Criteria....................................................................5
1-02.1(1) Supplemental Qualifications Criteria....................................................................5
1-02.2 Plans and Specifications...............................................................................................5
1-02.4(2) Subsurface Information......................................................................................5
1-02.5 Proposal Forms............................................................................................................5
1-02.6 Preparation of Proposal................................................................................................6
1-04 Scope of the Work................................................................................................................6
1-04.1(2) Bid Items Not Included in the Proposal................................................................6
1-04.2 Coordination of Contract Documents.............................................................................6
1-04.4 Changes.....................................................................................................................7
1-04.6 Variation in Estimated Quantities...................................................................................7
1-04.7 Differing Site Conditions...............................................................................................7
1-04.11 Final Cleanup.............................................................................................................8
1-04.12 Intermediate Cleanup.................................................................................................8
1-05 Control of Work....................................................................................................................8
1-05.4 Conformity with and Deviations from Plans and Stakes...................................................8
1-05.4 Conformity with and Deviations from Plans and Stakes.................................................10
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1-05.7 Nonconforming Work.................................................................................................11
1-05.7(1) Identification of Nonconforming Work...............................................................11
1-05.7(2) Reporting of Nonconforming Work....................................................................11
1-05.7(3) Remediation of Nonconforming Work................................................................11
1-05.11 Final Inspections and Operational Testing..................................................................12
1-05.11(1) Substantial Completion Date...........................................................................12
1-05.11(2) Final Inspection and Physical Completion Date.................................................13
1-05.11(3) Operational Testing........................................................................................13
1-05.13 Superintendents, Labor, and Equipment of Contractor.................................................13
1-05.16 Water and Power.....................................................................................................14
1-05.17 Oral Agreements......................................................................................................14
1-05.18 Record Drawings.....................................................................................................14
1-06 Control of Material..............................................................................................................14
1-06.1 Approval of Materials Prior to Use...............................................................................14
1-06.2(1)A Compaction Testing.......................................................................................15
1-06.2(2)B Financial Incentive.........................................................................................15
1-07 Legal Relations and Responsibilities to the Public..................................................................15
1-07.1 Laws to be Observed.................................................................................................15
1-07.2 State Sales Tax.........................................................................................................16
1-07.2(1) State Sales Tax—Rule 171..............................................................................16
1-07.2(2) State Sales Tax—Rule 170..............................................................................17
1-07.2(3) Services..........................................................................................................17
1-07.6 Permits and Licenses.................................................................................................17
1-07.7 Load Limits...............................................................................................................17
1-07.8 High Visibility Apparel................................................................................................17
1-07.8(1) Traffic Control Personnel..................................................................................17
1-07.9(3) Apprentices.....................................................................................................18
1-07.9(3) Apprentices.....................................................................................................18
1-07.11(1) Regulatory Authorities....................................................................................21
1-07.11(2) Contractual Requirements..............................................................................22
1-07.16 Protection and Restoration of Property.......................................................................22
1-07.16(1) Private/Public Property...................................................................................22
1-07.16(2) Vegetation Protection and Restoration.............................................................22
1-07.17 Utilities and Similar Facilities.....................................................................................23
1-08 Prosecution and Progress....................................................................................................23
1-08.0 Preliminary Matters....................................................................................................23
1-08.0(1) Preconstruction Conference..............................................................................23
1-08.0(2) Hours of Work.................................................................................................24
1-08.0(3) Days of Work..................................................................................................24
1-08.1 Subcontracting..........................................................................................................2 5
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1-08.1(7)A Payment Reporting........................................................................................25
1-08.1(8)B Clauses Required in Subcontracts of All Tiers...................................................25
1-08.1(9) Submittal of Executed Subcontracts........................................................................25
1-08.3 Progress Schedule.....................................................................................................2 5
1-08.3(2) General Requirements......................................................................................25
1-08.3(2)A Type A Progress Schedule..............................................................................25
1-08.4 Notice to Proceed and Prosecution of Work..................................................................25
1-08.5 Time for Completion..................................................................................................26
1-09 Measurement and Payment.................................................................................................27
1-0 9.2 Weighing Equipment..................................................................................................27
1-09.2(1) General Requirements for Weighing Equipment..................................................27
1-09.2(1) General Requirements for Weighing Equipment..................................................27
1-09.2(5) Measurement..................................................................................................28
1-09.6 Force Account...........................................................................................................28
1-09.9 Payments..................................................................................................................28
1-09.11 Disputes and Claims.................................................................................................2 9
1-09.11(3) Time Limitation and Jurisdiction......................................................................29
1-0 9.13 Claims Resolution....................................................................................................2 9
1-09.13(3)A Arbitration General.......................................................................................29
1-09.13(4) Venue for Litigation.......................................................................................29
1-09.14 Attorney Fees..........................................................................................................30
DIVISION 2–TEMPORARY FEATURES
2-01 Mobilization/Demobilization...................................................................................................1
2-01.3 Construction Requirements...........................................................................................1
2-03.3(4) Temporary Road Closures..................................................................................3
2-04.3(1)B Traffic Control Supervisor (TCS)........................................................................6
2-04.3(2) Traffic Control Plans................................................................................................6
2-04.3(4)B Other Traffic Control Labor...............................................................................6
2-04.3(6)A Construction Signs...........................................................................................6
DIVISION 3–EARTHWORK
3-01 Clearing, Grubbing, and Roadside Cleanup.............................................................................1
3-01.1 Description..................................................................................................................1
3-01.2 Disposal of Usable Material and Debris..........................................................................1
3-01.2(1) Disposal Method No. 1–Open Burning...............................................................1
3-01.3 Construction Requirements...........................................................................................1
3-01.3(1) Clearing............................................................................................................1
3-01.3(1)A Root Protection...............................................................................................1
3-02 Removal of Structures and Obstructions.................................................................................2
3-02.3 Construction Requirements...........................................................................................2
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3-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters...........................................2
3-02.3(4) Asbestos Handling and Disposal..........................................................................2
3-02.3(4)A Asbestos-Cement Pipe Removal or Abandonment...............................................3
3-03 Roadway Excavation and Embankment..................................................................................5
3-03.1 Description..................................................................................................................5
3-05 Subgrade Preparation...........................................................................................................5
3-05.3 Construction Requirements...........................................................................................5
3-05.3(2) Subgrade for Pavement......................................................................................5
3-06 Watering.............................................................................................................................6
3-06.1 Description..................................................................................................................6
3-06.2 Watering for Compaction..............................................................................................6
3-07 Structure Excavation.............................................................................................................6
3-07.3 Construction Requirements...........................................................................................6
3-07.3(1) General Requirements........................................................................................6
3-07.3(1)E Backfilling.......................................................................................................6
DIVISION 5–SURFACE TREATMENTS AND PAVEMENTS
5-04 Hot Mix Asphalt....................................................................................................................1
5-04.1 Description..................................................................................................................1
5-04.2 Materials.....................................................................................................................1
5-04.2(1) How to Get an HMA Mix Design on the QPL.........................................................2
5-04.2(1)A Vacant............................................................................................................2
5-04.2(2) Mix Design-Obtaining Project Approval..............................................................2
5-04.2(2)B Using Warm Mix Asphalt Processes...................................................................3
5-04.3 Construction Requirements...........................................................................................3
5-04.3(1) Weather Limitations...........................................................................................3
5-04.3(2) Paving Under Traffic..........................................................................................4
5-04.3(3) Equipment........................................................................................................4
5-04.3(3)A Mixing Plant....................................................................................................4
5-04.3(3)B Hauling Equipment..........................................................................................5
5-04.3(3)C Pavers............................................................................................................5
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle..........................................6
5-04.3(3)E Rollers............................................................................................................7
5-04.3(4) Preparation of Existing Paved Surfaces................................................................7
5-04.3(4)A Crack Sealing..................................................................................................8
5-04.3(4)B Vacant............................................................................................................8
5-04.3(4)C Pavement Repair.............................................................................................8
5-04.3(5) Producing/Stockpiling Aggregates and RAP..........................................................8
5-04.3(5)A Vacant............................................................................................................9
5-04.3(6) Mixing..............................................................................................................9
5-04.3(7) Spreading and Finishing.....................................................................................9
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA..........................................10
5-04.3(9) HMA Mixture Acceptance..................................................................................10
5-04.3(9)A Vacant..........................................................................................................11
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5-04.3(9)B Vacant..........................................................................................................11
5-04.3(9)C Mixture Acceptance–Nonstatistical Evaluation.................................................11
5-04.3(9)C1 Mixture Nonstatistical Evaluation–Lots and Sublots.......................................11
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling.....................................................12
5-04.3(9)C3 Mixture Nonstatistical Evaluation–Acceptance Testing...................................12
5-04.3(9)C4 Mixture Nonstatistical Evaluation–Pay Factors...............................................12
5-04.3(9)C5 Vacant........................................................................................................13
5-04.3(9)C6 Mixture Nonstatistical Evaluation–Price Adjustments.....................................13
5-04.3(9)C7 Mixture Nonstatistical Evaluation-Retests.....................................................13
5-04.3(9)D Mixture Acceptance–Commercial Evaluation...................................................13
5-04.3(10) HMA Compaction Acceptance..........................................................................14
5-04.3(10)A HMA Compaction–General Compaction Requirements...................................15
5-04.3(10)B HMA Compaction-Cyclic Density..................................................................15
5-04.3(10)C Vacant........................................................................................................1 6
5-04.3(10)D HMA Nonstatistical Compaction.....................................................................1 6
5-04.3(10)D1 HMA Nonstatistical Compaction-Lots and Sublots........................................16
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation–Acceptance Testing...................16
5-04.3(10)D3 HMA Nonstatistical Compaction–Price Adjustments.....................................16
5-04.3(11) Reject Work..................................................................................................1 7
5-04.3(11)A Reject Work General....................................................................................1 7
5-04.3(11)B Rejection by Contractor................................................................................17
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)........................................17
5-04.3(11)D Rejection-A Partial Sublot...........................................................................17
5-04.3(11)E Rejection-An Entire Sublot..........................................................................17
5-04.3(11)F Rejection-A Lot in Progress.........................................................................17
5-04.3(11)G Rejection-An Entire Lot (Mixture or Compaction)..........................................18
5-04.3(12) Joints...........................................................................................................18
5-04.3(12)A HMA Joints..................................................................................................18
5-04.3(12)A1 Transverse Joints.......................................................................................18
5-04.3(12)A2 Longitudinal Joints.....................................................................................18
5-04.3(13) Surface Smoothness......................................................................................18
5-04.3(14) Planing (Milling) Bituminous Pavement............................................................19
5-04.3(14)A Pre-Planing Metal Detection Check................................................................20
5-04.3(14)B Paving and Planing Under Traffic...................................................................20
5-04.3(14)B1 General.....................................................................................................20
5-04.3(14)B2 Submittals-Planing Plan and HMA Paving Plan............................................21
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing.............................................................22
5-04.3(15) Sealing Pavement Surfaces.............................................................................2 4
5-04.3(16) HMA Road Approaches...................................................................................24
DIVISION 7–UTILITIES
7-04 Storm Sewers......................................................................................................................1
7-04.3 Construction Requirements...........................................................................................1
7-05 Manholes, Inlets, Catch Basins, and Drywells..........................................................................1
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7-05.2 Materials.....................................................................................................................1
7-05.3 Construction Requirements...........................................................................................1
7-05.3(1) Adjusting Manholes and Catch Basins to Grade....................................................1
7-08 General Pipe Installation Requirements..................................................................................1
7-08.1 Description..................................................................................................................1
7-08.3 Construction Requirements...........................................................................................1
7-08.3(1) Excavation and Preparation of Trench.................................................................2
7-08.3(1)A Trenches........................................................................................................2
7-08.3(1)D Potholing........................................................................................................3
7-08.3(1)F Handling of Pipe..............................................................................................3
7-08.3(2)B Pipe Laying-General.......................................................................................3
7-08.3(2)E Rubber Gasketed Joints....................................................................................3
7-08.3(2)K Restrained Joint Pipe and Fitting Installation......................................................4
7-08.3(3) Backfilling.........................................................................................................4
7-08.3(4) Plugging Existing Pipe........................................................................................5
7-08.3(5) Pipe Crossing Existing Utilities.............................................................................5
7-08.3(6) Existing Unlocated Wet Utilities...........................................................................5
7-08.3(7) General Surface Restoration...............................................................................6
7-09 Water Mains........................................................................................................................6
7-09.1 Description..................................................................................................................6
7-09.2 Materials.....................................................................................................................6
7-09.3 Construction Requirements...........................................................................................7
7-09.3(3) Clearing and Grubbing in Ungraded Streets..........................................................7
7-09.3(4) Removal of Existing Street Improvements............................................................7
7-09.3(5) Grade and Alignment.........................................................................................7
7-09.3(7) Trench Excavation.............................................................................................7
7-09.3(8) Removal and Replacement of Unsuitable Materials...............................................7
7-09.3(9) Bedding the Pipe...............................................................................................7
7-09.3(10) Backfilling Trenches.........................................................................................8
7-09.3(13) Handling of Pipe..............................................................................................8
7-09.3(14) Cutting Pipe....................................................................................................8
7-09.3(15) Laying of Pipe on Curves..................................................................................8
7-09.3(15)B Laying Pipe on Curves-PVC Pipe (4 Inches and Over).......................................9
7-09.3(19)A Connections to Existing Mains.........................................................................9
7-09.3(19)B Maintaining Service........................................................................................9
7-09.3(21) Concrete Thrust Blocking..................................................................................9
7-09.3(22) Blowoff Assemblies........................................................................................10
7-09.3(23) Hydrostatic Pressure Test...............................................................................10
7-09.3(23)D Valve Pressure Test.....................................................................................1 0
7-09.3(24) Disinfection of Water Mains............................................................................11
7-09.3(24)A Flushing......................................................................................................11
7-09.3(24)B Requirement of Chlorine...............................................................................13
7-09.3(24)K Retention Period..........................................................................................13
7-09.3(24)M Chlorinating Connections to Existing Water Mains&Water Service Connections 13
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7-09.3(24)N Final Flushing and Testing............................................................................13
7-09.3(25) Abandonment / Removal of Terminated Water Facilities....................................14
7-12 Valves for Water Mains.......................................................................................................15
7-12.3(2) Adjust Valve Box.............................................................................................15
7-14 Hydrants...........................................................................................................................16
7-14.1 Description................................................................................................................16
7-14.2 Materials...................................................................................................................16
7-14.3 Construction Requirements.........................................................................................16
7-14.3(1) Setting Hydrants.............................................................................................16
7-14.3(2)A Hydrant Restraints.........................................................................................16
7-14.3(2)C Hydrant Guard Post.......................................................................................16
7-14.3(6) Hydrant Extensions..........................................................................................16
7-15 Service Connections...........................................................................................................17
7-15.2 Materials...................................................................................................................17
7-15.3 Construction Requirements.........................................................................................17
DIVISION 8–MISCELLANEOUS CONSTRUCTION
8-01 Erosion Control and Water Pollution Control............................................................................1
8-01.1 Description..................................................................................................................1
8-01.3 Construction Requirements...........................................................................................1
8-01.3(1) General............................................................................................................1
8-01.3(1)F Vehicular Transport of Sediment.......................................................................1
8-02 Roadside Restoration............................................................................................................1
8-02.2 Materials.....................................................................................................................1
8-02.3 Construction Requirements...........................................................................................2
8-02.3(15) Lawn Installation.............................................................................................2
8-04 Curbs, Gutters, and Spillways................................................................................................2
8-0 4.3 Construction Requirements...........................................................................................2
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways...................................................2
8-05 Quality of Workmanship........................................................................................................2
8-05.3 Construction Requirements...........................................................................................2
8-05.3(1) Cast-in-place Concrete.......................................................................................2
8-06 Cement Concrete Driveway Entrances....................................................................................3
8-06.3 Construction Requirements...........................................................................................3
8-14 Cement Concrete Sidewalks..................................................................................................4
8-14.3 Construction Requirements...........................................................................................4
8-14.3(5) Detectable Warning Surface...............................................................................5
8-22 Pavement Marking................................................................................................................5
8-22.2 Materials.....................................................................................................................5
8-22.3 Construction Requirements...........................................................................................5
8-23 Temporary Pavement Markings.............................................................................................6
8-23.3 Construction Requirements...........................................................................................6
DIVISION 9–MATERIALS
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9-03 Aggregates..........................................................................................................................1
9-03.12 Gravel Backfill............................................................................................................1
9-03.12(3) Gravel Backfill for Pipe Zone Bedding.................................................................1
9-05 Drainage Structures, Culverts, and Conduits...........................................................................3
9-05.12 Polyvinyl Chloride (PVC) Pipe......................................................................................3
9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC
Sanitary Sewer Pipe.........................................................................................................3
9-05.12(3) Tracer Wire and Splices....................................................................................3
9-05.12(4) Buried Utility Marking Tape...............................................................................3
9-30 Water Distribution Materials..................................................................................................3
9-30.1 Pipe............................................................................................................................4
9-30.1(5) Polyvinyl Chloride (PVC).....................................................................................4
9-30.1(5)A PVC Pipe (4 Inches and Over)...........................................................................4
9-30.1(8) Restrained Joint Pipe.........................................................................................4
9-30.2 Fittings.......................................................................................................................4
9-30.2(1) Ductile Iron Pipe Fittings....................................................................................4
9-30.2(6) Restrained Joint Fittings.....................................................................................5
9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe.................................................5
9-30.3 Valves........................................................................................................................5
9-30.3(1) Gate Valves (3 to 16 inches)...............................................................................5
9-30.3(4) Valve Boxes......................................................................................................5
9-30.3(5) Valve Marker Posts............................................................................................5
9-30.3(6) Valve Stem Extensions.......................................................................................5
9-30.3(7) Combination Air Release/Air Vacuum Valves........................................................6
9-30.6 Water Service Connections...........................................................................................6
9-30.6(1) Saddles............................................................................................................6
9-30.6(3) Service Pipes.....................................................................................................6
9-30.6(3)B Polyethylene Tubing........................................................................................6
9-30.6(5) Meter Setters....................................................................................................6
9-30.6(7) Meter Boxes......................................................................................................6
DIVISION 10–MEASUREMENT & PAYMENT (SCHEDULE A)
10.00 General..............................................................................................................................1
Bid Item 101–Mobilization, Demobilization, Site Preparation, and Cleanup (10%)............................1
Bid Item 102–Construction Survey and As-Built Record Drawings...................................................1
Bid Item 103–Temporary Sedimentation and Erosion Control.........................................................2
Bid Item 104–Potholing Existing Utilities......................................................................................2
Bid Item 105–Shoring and Trench Safety Systems........................................................................2
Bid Item 106, 107, & 10 8–6-inch, 8-inch, & 12-inch C900 Water Main............................................2
Bid Item 1 09, 11 0, 11 1, & 11 2–6-inch, 8-inch, 10-inch, & 12-inch Gate Valve.................................3
Bid Item 11 3–Service Connections...............................................................................................3
Bid Item 11 4–Service Connections–Yelm Creek Apartments.........................................................3
Bid Item 11 5–Removal or Abandonment of Inactive Water System................................................4
Bid Item 11 6–Disposal of Asbestos Cement Water Main................................................................4
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Bid Item 11 7–Fire Hydrant Assembly...........................................................................................4
Bid Item 1 18–Connection to Existing System................................................................................4
Bid Item 1 19–Demolition............................................................................................................5
Bid Item 12 0–Hot Mix Asphalt (HMA)–Trench Restoration...........................................................5
Bid Item 12 1–Concrete Cement Sidewalk–Trench Restoration......................................................5
Bid Item 12 2–Site Restoration.....................................................................................................6
Bid Item 12 3–Traffic Control.......................................................................................................6
Bid Item 12 4–Minor Change.......................................................................................................6
DIVISION 10–MEASUREMENT & PAYMENT (SCHEDULE B)
Bid Item 201–Mobilization, Demobilization Site Preparation, and Cleanup (10%).............................1
Bid Item 202–Construction Survey and As-Built Record Drawings...................................................1
Bid Item 203–Temporary Sedimentation and Erosion Control.........................................................1
Bid Item 204–Roadway Demolition..............................................................................................1
Bid Item 205–Single Direction Curb Ramp (Type A)......................................................................2
Bid Item 206–Single Direction Curb Ramp (Type B)......................................................................2
Bid Item 207–Cement Concrete Approach (Type 1).......................................................................2
Bid Item 208–Cement Concrete Sidewalk.....................................................................................3
Bid Item 209–Cement Concrete Traffic Curb and Gutter................................................................3
Bid Item 210–Hot Mix Asphalt (HMA)...........................................................................................3
Bid Item 211–Utility Relocation...................................................................................................3
Bid Item 212–Traffic Markings....................................................................................................4
Bid Item 213–Stormwater Pipe Replacement................................................................................4
Bid Item 214–Roadway Site Restoration......................................................................................4
Bid Item 215–Traffic Control and Temporary Roadway Closures.....................................................5
Bid Item 216–Minor Change.......................................................................................................5
Attachments:
Appendix A–Standard Plans and Details
Appendix B–Prevailing Wages and Benefit Code Key
Creek Street Water Main Improvements Page 12
Creek Street Water Main Improvements Page 13
CITY OF YELM
REQUEST FOR BIDS
Creek Street Water Main Improvements
Notice is hereby given that the City of Yelm, Washington, will receive sealed bids through Septe mber
28, 202 6, until 11:00 a.m.,at the City Public Services Office or by US Mail at 901 Rhoton RD NW Yelm,
98597.Proposals received after 11:00 a.m.on said date will not be considered.Bids received by the
submission deadline will be publicly opened and read in the Public Services Conference Room promptly
at 11:00 a.m.
All bid proposals shall be accompanied by a bid deposit by a cashier’s or certified check, or Bid Bond in
an amount equal to five percent (5%) of the amount of such bid proposal.Should the successful bidder
fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the
specifications, the bid deposit or bond shall be forfeited to the City of Yelm.
This project consists of upsizing approximately 2,300 linear feet of existing water main along a portion
of Yelm A venue East(SR 507) to C reek S treet and C reek S treet SE between Y elm A venue East and 103rd
A venue East.T he plans will include the proposed water main alignment, connections to existing water
main, and restoration.A dditional work includes sidewalk improvements, new concrete approaches, and
ADA curb ramp.
The Contractor shall complete all work within 6 0 working days from the Notice to Proceed.
The estimated construction cost is$1,8 00,000 to $2,000,000.
All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents.
Any questions concerning the bid documents, award documents, bonds, insurance must be directed in
written form only to Brad Chatwood., by email at BradC@yelmwa.gov prior to bid opening date.
Free-of-charge access to project bid documents (plans, specifications, addenda, and Bidders List) is
provided to Prime Bidders, Subcontractors, and Vendors by going to www.bxwa.com and clicking on
“Posted Projects”, “Public Works”, and “City of Yelm”. This online plan room provides Bidders with fully
usable online documents with the ability to: download, view, print, order full/partial plan sets from
numerous reprographic sources, a nd a free online digitizer/take-off tool. It is recommended that Bidder’s
“Register” in order to receive automatic e-mail notification of future addenda and to place themselves on
the “Self-Registered Bidders List”. Bidders that do not register will not be automatically notified of
addenda and will need to periodically check the on-line plan room for addenda issued on this project.
Contact Bidders Exchange of Washington at (425) 258-1303 should you require assistance with access
or registration.The plans and specifications can also be viewed on the City of Yelm Website at
https://www.ci.yelm.wa.us/government/transparency/public_notices.php#outer-188sub-1182.
The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to
2000d-4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21,
Nondiscrimination in Federally-assisted program s of the Department of Transportation issued pursuant
to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into
pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be
afforded full opportunity to submit bids in response to this invitation and will not be discriminated against
Creek Street Water Main Improvements Page 14
on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages
minority and women-owned firms to submit bids consistent with the City’s policy to ensure that such
firms are afforded the maximum practicable opportu nity to compete for and obtain public contracts.
The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining
to equal employment opportunities.
The City of Yelm reserves the right to reject any and all bids, waive any informalities or minor irregularities
in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No
bidder may withdraw his bid after the hour set for the opening thereof unless the award is delaye d for a
period exceeding thirty (30) days.
Dated the 3rd day of September 202 6.
Dates of Publication:
Nisqually Valley News:September 10 th, 202 6
September 1 7 th, 202 6
Daily Journal of Commerce:September 10 th, 202 6
September 1 7 th, 202 6
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SECTION 1:INSTRUCTIONS TO BIDDERS
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SECTION 1:INSTRUCTIONS TO BIDDERS
1-1 Time and Place for Submission and Opening of Bids
Sealed bids must be submitted by 11:00 a.m. local time on Septe mber 28,20 2 6,at the City
Public Services Office or by US Mail at 901 Rhoton RD NW Yelm, 98597
The City’s Project Manager must receive the sealed bid before the time and date specified in
order to be considered.Telex or facsimile bids will not be accepted.The bidder accepts all risks
of late delivery of mailed bids or of mis-delivery regardless of fault.Late bids will be returned
unopened.
1-2 Bid Form
Bids shall be made on the “Bid Form” issued by the City as part of these contract documents,
without reservation or amendment.Bids must be typewritten or printed in ink.Upon completion,
the Bid Form and the bid bond or certified check and any requested information shall be placed
in a sealed envelope.On the outside of the envelope, place the bid name, bid number and the
time bids are due.
1-3 Bid Signature
All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized
representative, with the address.If the bid is made by an individual, the name, signature, and
address must be shown.If the bid is made by a firm or partnership, the name and address of the
firm or partnership and the signature of at least one of the general partners must be shown.If
the bid is made by a corporation, the bid shall show the title of the person authorized to sign on
behalf of the corporation, his or her title and the address.The City reserves the right to request
documentation showing the authority of the individual signing the bid to execute contracts on
behalf of anyone, or any entity, other than himself/herself.Refusal to provide such information
upon request may cause the bid to be rejected as nonresponsive.
1-4 Bid Withdrawal Due to Error
Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim
and supporting evidence for such claim including cost breakdown sheets are delivered to the City
within forty-eight (48) hours prior to the opening of bids.
1-5 Modification of Bid
A modification of a bid already received will be considered only if the modification is received
prior to the time announced for bid opening.All modifications shall be made in writing, executed
and submitted in the same form and manner as the original bid.
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1-6 Examination of Bid and Contract Documents–Bidder Responsibilities
The submission of a bid shall constitute an acknowledgment upon which the City may rely that
the bidder has thoroughly examined and is familiar with the bid and contract documents and has
reviewed and inspected all applicable federal, state and local statu tes, regulations, ordinances
and resolutions dealing with or related to the equipment and/or services to be provided herein.
The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances
or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder’s
bid or the contract documents.No claim for additional compensation will be allowed which is
based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or
resolutions.Bidders shall visit delivery and service locations(s) as required.Bidders shall become
familiar with and verify any environmental factors, which may impact current or future prices for
this requirement.
1-7 Interpretation of Bid and Contract Documents
No oral interpretations will be made to any bidder as to the meaning of the bid or contract
documents and no oral communications will be binding upon the City.Requests for an
interpretation shall be made by facsimile,by email at BradC@yelmwa.gov,or by mail and
delivered to the Purchasing Coordinator of the City at the address indicated in Section 1-1, at
least ten (10) days before the date announced for opening the bids.Any interpretation deemed
necessary by the City will be in the form of an addendum to the bid documents and when issued
will be sent as promptly as is practical to all parties to whom the bid documents have been issued.
All such addenda shall become part of the bid.
1-8 Addenda
Each bid shall include acknowledgment of receipt and review of all addenda issued during the
bidding period on the Bid Form.
1-9 Bid Price
The bid price shall include everything necessary for the completion of the contract including, but
not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all
management, superintendence, labor and service, except as may be provided otherwise in the
contract documents.All Washington State sales tax and all other government taxes,
assessments and charges shall be included in the various Bid item prices as required
by law.The offer shall remain in effect ninety (90) days after the bid opening.In the event of a
discrepancy between a unit price and an extended amount and/or the total price, the unit price
will govern and the extended amount and/or total price will be corrected accordingly.However,
downward correction of a bid, which would displace the apparent low bidder, will only be
permitted if the error made and the intended bid price can be determined solely from the bid
documents.
1-10 Postponement of Bid Opening
The City reserves the right to postpone the date and time for the opening of bids by announcing
such postponement at any time prior to the date and time announced in these documents.
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1-11 Rejection of Bids
A.The City reserves the right to reject any bid for any reason including, but not limited to, the
following:any bid which is incomplete, obscure, irregular or lacking necessary detail and
specificity; any bid which omits a price on any one or more items on the Bid Form and Bid
Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid a ccompanied
by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City)
lack the qualifications and/or responsibility necessary to perform the work after considering the
elements in Section 1-14.B; any bid for which a bidder fails or neglects to complete and submit
any qualifications information within the time specified by the City and as may be otherwise
required herein; and, any bid submitted by a bidder who is not registered or licensed as may be
required by the law s of the State of Washington.
B.The C ity further reserves the right to reject any portion of any bid and/or to reject all bids.In
consideration for the City’s review and evaluation of its bid, the bidder waives and releases any
claims against the City arising from any rejection of any or all bids.
1-12 Alterations to Documents Prohibited
Any addition, limitation or provision attached to the bid may render it informal or nonresponsive
and cause its rejection.Alteration by erasure or interlineations must be explained or noted in the
bid form over the signature of the bidder.No oral, telegraphic or telephonic bids or modifications
will be considered.
1-13 Disqualification of Bidder
If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none
of the bids of the participants in such collusion will be considered.All bidders are required to
submit the Affidavit of Non-Collusion with their bids.
1-14 Evaluation of Bids
It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as
evaluated by the City.The bidder may be required by the City to submit documentation
demonstrating compliance with the criteria.
A.Responsiveness–The bidder must complete all required forms and bid documents and provide
all required and requested information.Refusal to provide such information may cause the bid to
be rejected.The City will consider all the material submitted by the bidder to determine whether
the bid is in compliance with the bid terms and documents and responsive to the requested work.
B.Responsibility–The City will consider all the material submitted by the bidder, and other evidence
it may obtain including information from previous project owners, to determine whether the
bidder is responsible. The bidder must meet the following bidder responsibility criteria and
supplemental bidder responsibility criteria to be considered a responsible bidder:
1.Mandatory Bidder Responsibility Criteria
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a.Have a current certificate of registration as a contractor in compliance with chapter
18.27 RCW, which must have been in effect at the time of bid submittal;
b.Have a current Washington Unified Business Identifier (UBI) number;
c.If applicable:
i.Have Industrial Insurance (workers’ compensation) coverage for the bidder’s
employees working in Washington, as required in Title 51 RCW;
ii.Have a Washington Employment Security Department number, as required
in Title 50 RCW;
iii.Have a Washington Department of Revenue state excise tax registration
number, as required in Title 82 RCW;
d.Not be disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065(3).
2.Supplemental Bidder Responsibility Criteria
a.The bidder shall not have a record of excessive claims filed against the retainage,
payment, or performance bonds for public works projects during the previous three
years, that demonstrate a lack of effective management by the bidder of making
timely and appropriate payments to its subcontractors, suppliers, and workers,
unless there are extenuating circumstances acceptable to the City.
b.The bidder shall have a reasonable history of successfully completed projects of a
similar size and scope as required by the contract documents for this project.T he
City will evaluat e whether the projects were “successfully completed” and of a
“similar size and scope.”
c.The bidder shall have evidence that it is able to begin and complete the work, and
complete it in a timely fashion.
3.As evidence that the bidder meets the supplemental bidder responsibility criteria in
paragraph (B)(2) above, the apparent low bidder must submit the following
documentation to the City within 48 hours of the bid opening.The City reserves the
right to request such documentation from other bidders also. Refusal to provide such
information upon request may cause the bid to be rejected.
a.The bidder shall submit a list of the public works projects completed within the
previous three years and include for each project the following information; the
owner and contact information for the owner; a list of claims filed against the
retainage, pay ment, or performance bond for any of the projects listed; a written
explanation of the circumstances surrounding each claim and the ultimate
resolution of the claim.
b.The bidder shall submit a list of projects of similar size and scope to this project
and include information about each project, including the following: the owner and
contact information for the owner; the awarded contract amount; the final contract
amoun t; a description of the scope of the project and how the project is similar to
this project; the bidder’s assessment of its performance of each project.The
information should include any information regarding performance in the following
areas;quality control; safety record; timeliness of performance; use of skilled
personnel; management of subcontractors; availability of and use of appropriate
equipment; compliance with contract documents; management of submittals
process, change orders, and close-out.
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c.The bidder shall furnish acceptable evidence of the bidder’s current ability to perform,
such as firm commitments by subcontractors, equipment, supplies and facilities,
and the bidder’s ability to obtain the necessary personnel.
d.The bidder shall obtain a City of Yelm Business Registration.The registration may
be obtained at:http://dor.wa.gov.
4.If the City determines the bidder does not meet the bidder responsibility criteria in
paragraph (B)(2)above and is therefore not a responsible bidder, the City shall notify the
bidder in writing with the reasons for its determination.If the bidder disagrees with this
determination, it may appeal the determination within 24 hours of receipt of the City’s
determination by presenting additional information to the City and meeting the
requirements of section 1-20(B).The City will consider the additional information before
issuing its final determination.If the final determination affirms that the bidder is not
responsible, the City will not execute a contract with any other bidder until two business
days after the bidder determined to be not responsible has received the final
determination.
C.Lowest Bid–The lowest bid shall be determined as set forth on the Bid Form.
The acceptance of a bid will be evidenced by a Notice of Award.No other act of the City shall
constitute acceptance of a bid.Within ten (10) days after receipt of Notice of Award, the bidder
whose bid is accepted, shall furnish the required performance bond, certificate of insurance,
execute the contract and perform all other acts required by the bid and contract documents
as co nditions precedent to formation of the contract.
1-15 Procedures When Only One Bid is Received
In the event only a single responsive bid is received, the City reserves the right to conduct a price
and/or cost analysis of such bid.The sole bidder shall provide such information, data and other
documentation as deemed necessary by the City for such analysis.The City reserves the right to
reject such bid.
1-16 Bid Documents
Bidders are required to submit with the bid package the following:
A.Bid Form
B.Bid Proposal Sheet
C.Bid Signature Page
D.Bid Bond Form
E.Subcontractor List
F.Contractor Certification of Wage Law Compliance
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G.Non–Collusion Declaration
1-17 Conflicts of Interest and Noncompetitive Practices
By submitting a bid, the Contractor agrees as follows:
A.Conflict of Interest–That it has no direct or indirect pecuniary or proprietary interest, that it shall
not acquire any interest which conflicts in any manner or degree with the work, services,
equipment or materials required to be performed and/or provided under this contr act and that it
shall not employ any person or agent having any such interests.In the event that the Contractor
or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall
immediately disclose such interest to the City and take action immediately to eliminate the conflict
or to withdraw from this contract, as the City may require.
B.Contingent Fees and Gratuities
1. That no person or selling agency except bona fide employees or designated agents or
representatives of the Contractor have been employed or retained to solicit or secure this
contract with an agreement or understanding that a commission, percentage, bro kerage,
or contingent fee would be paid; and
2.That no gratuities in the form of entertainment, gifts or otherwise, were offered or given
by the Contractor or any of its agents, employees or representatives, to any official,
member or employee of the City or other governmental agency with a view toward
securing this contract or securing favorable treatment with respect to the awarding or
amending, or the making of any determination with respect to the performance of this
contract.
1-18 Bid Security
No bid will be considered unless accompanied by either a cashier’s or certified check in an amount
equal to five percent (5%) of the Total Bid Price as indicated on “Bid Form”, or a letter of credit
for a like amount.The check or bond shall be payable to the City; it shall be forfeited as fixed
and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for
the faithful performance of said work (including the providing of any evidence of insurance and/or
performance bond required herein), in the event the contract is awarded to them, within ten (10)
days after the award is made.If a bid bond is submitted in lieu of a check, it shall be executed
by a corporate surety authorized to transact business in the State of Washington and “Bid Bond”.
If a letter of credit is offered in lieu of a check or bidder’s bond, it shall be issued as an irrevocable
documentary letter of credit drawn on a banking institution licensed to do business in the State
of Washington.The letter of credit shall include instruction and provisions prescribed in “Bid
Bond”.Any questions as to the qualification of the banking institution or instruction shall be
submitted to the City at least ten (10) days prior to the bid submittal date.The check, bidder’s
bond or letter of credit shall be attached to the bid form.
The City further reserves the right to hold all bids (and the accompanying bid security) from the
date of the bid opening until the contract and any performance/payment bond are executed,
Creek Street Water Main Improvements Page 22
provided that such period does not exceed ninety (90) days, and each bid shall remain effective
during that period.
1-19 Performance/Payment Bond
The bidder to whom the City has awarded this Contract will remove the Performance/Payment
Bond attached to the Public Works Contract and deliver it to the City fully executed by the bidder
and a surety company in the amount of one hundred percent (100%) of the contract price as
security for the faithful performance of the work including the payment of all persons furnishing
materials and performing labor on the work and all payments arising from the performance of
the work due the State of Washington pursua nt to Titles 50 and 51 RCW.Such bond must be
executed by a duly licensed surety company, which is registered with the Washington State
Insurance Commissioner, and the surety’s name shall appear in the current Authorized Insurance
Company List in the State of Washington, published by the Office of the Insurance Commissioner.
The scope of the Performance/Payment Bond shall in no way affect or alter the liabilities of the
Contractor to the City under Section 8 “Indemnification” of the Public Works Contract.
The City may require the surety company to appear and qualify itself upon the bond.If, at any
time, the City determines in its sole judgment that the surety company is insufficient, the City
may require the Contractor to furnish additional surety in form and arrangement satisfactory to
the City and in an amount not exceeding that origina lly required.The Contractor shall submit a
performance bond complying with the requirements of this paragraph within ten (10) days after
the award is made.Payments will not be made on the Contract until sufficient surety as required
is furnished.
1-20 Bid Dispute
A.Any actual or prospective bidder, including sub-contractors and suppliers showing a substantial
economic interest in this contract who is aggrieved in connection with the solicitation or award of
this contract, may protest to the City in accordance with the procedures set forth herein.Protests
based on the specifications or other terms in the contract documents, which are apparent prior
to the date established for submittal of bids, shall be submitted not later than ten (10) calendar
days prior to said date, or shall be deemed waived.All other protests shall be accepted only from
actual bidders and shall be submitted within five (5) calendar days after the aggrieved person
knows or should have known of the facts and circumstances upon which the protest is based;
provided, however, that in no event shall a protest be considered if all bids are rejected or after
the award of this contract.
B.In order to be considered, a protest shall be in writing and shall include:(1) the name and address
of the aggrieved person; (2) the RFB number and contract title under which the protest is
submitted; (3) a detailed description of the specific grounds for protest and any supporting
documentation; and (4) the specific ruling or re lief requested.The written protest shall be
addressed to:
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City of Yelm,
901 Rhoton RD NW Yelm, 98597
Attention:Bid Protest–Creek Street Water Main Improvements
C.Upon receipt of a written protest, the City will promptly consider the protest.The City may
give notice of the protest and its basis to other persons, including bidders involved in or
affected by the protest; such other persons may be given an opportunity to submit their views
and relevant information.If the protest is not resolved by mutual agreement of the aggrieved
person and the City, the City will promptly issue a decision in writing stating the reasons for
the action taken and informing the aggrieved person of his or her right to appeal the decisi on
to the Mayor or his or her designee.A copy of the decision shall be mailed (by certified mail,
return receipt requested) or otherwise promptly furnished to the aggrieved person and any
other interested parties who requested a copy of the decision.The decision will be considered
final and conclusive unless appealed within five (5) calendar days after receipt of the decision
to the Mayor or his or her designee.If the decision is appealed, then the subsequent
determination of the Mayor or his or her designee shall issue within five (5) days of the
Mayor’s receipt of the appeal and shall be final and conclusive.
D.Failure to comply with these protest procedures will render a protest untimely or
inadequate and shall result in rejection thereof by the City.
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SECTION 2:BID DOCUMENTS
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SECTION 3: AWARD DOCUMENTS
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PUBLIC WORKS CONTRACT
FOR
Creek Street Water Main Improvements
THIS PUBLIC WORKS CONTRACT (“Contract”) is dated effective this _____ day of __________,
202__ and is made by and between the City of Yelm, a Washington municipal corporation (“City or
Owner”),and ______________________, a ___________________(“Contractor”).
A. The City desires to retain an independent contractor to furnish all labor and materials
necessary to perform work necessary to complete water main and sidewalk improvements, located a long
Creek Street East, Yelm, Washington (“Property”); and
B. The Contractor has the requisite skill and experience to perform such work.
NOW, THEREFORE, the parties (“Parties”) agree to the following terms and conditions:
1.SERVICES BY CONTRACTOR
1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials,
supplies, equipment, labor and other items incidental thereto necessary for the construction and
completion of the work, more particularly described as the Creek Street Water Main Improvements
project, including without limitation:
This project consists of upsizing approximately 2,300 linear feet of existing water main along a portion
of Yelm Avenue East (SR 507) to Creek Street and Creek Street SE between Yelm Avenue East and 103rd
Avenue East. The plans will include the proposed wa ter main alignment, connections to existing water
main, and restoration. Additional work includes sidewalk improvements, new concrete approaches, and
ADA curb ramp.
(“Work”), in accordance with and as described in the Contract Documents, which include without
limitation, this Contract, Request for Bids, Bidder’s Checklist, Instructions to Bidders, General Contractual
Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification
Form, Contractor’s Compliance Statement, Notice of Completion of Public Works Contract attached as
Exhibit A, Contract Change Order Agreement attached as Exhibit B,Contractor’s Retainage Agreement
attached as Exhibit C or Retainage Bond to City of Yelm attached as Exhibit D, Notice to Labor Unions or
Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s)
of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit
G, Standard Plans and Details attached as Appendix A, current Prevailing Wage Rates attached as
Appendix B, and 20 2 6 WSDOT/ APWA Standard Specifications for Road, Bridge and Municipal
Construction (“Standard Specifications”) and all other Appendices attached hereto and incorporated by
this reference, (collectively the “Contract Documents”), which Work shall be completed to t he City’s
satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or
his or her designee.
1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the
Contractor of the City’s Notice to Proceed. The Work shall be completed within 60 working days of the
Notice to Proceed. In the event the Work is not substantially completed within the time specified,
Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included
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in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the
Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto
as Exhibit A or filing of an online Notice of Completion with the Washington Department of Labor and
Industries.
1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public
and cost taxpayers undue sums of money, adding time needed for administration, inspection, and
supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor
agrees to pay liquidated damages calculated on the following form ula for its failure to complete this
Contract on time:
(1) To pay (according to the following formula) liquidated damages for each working day beyond
the number of working days established for completion, and
(2) To authorize the City to deduct these liquidated damages from any money due or coming due
to the Contractor.
LIQUIDATED DAMAGES FORMULA
For purposes of this calculation, 'T' means the total number of working days established in the Contract
for completion of the Work, as adjusted by any approved change orders or extensions of time.
LD =0.15C
T
Where:LD =Liquidated damages per working day (rounded to
the nearest dollar).
C =Original Contract amount.
T =Original time for completion.
When the Work is completed to the extent that the City has full and unrestricted use and benefit
of the facilities, both from an operational and safety standpoint, the City may determine the Work is
complete. Liquidated damages will not be assessed for an y days for which an extension of time is
granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor
from further obligations and liabilities to complete this entire Contract.
1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with
accepted practices for other properly licensed contractors.
1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable
federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or
policies, as now existing or hereafter adopted or amended, and obtain all neces sary permits and pay all
permit, inspection or other fees, at its sole cost and expense.
1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within
the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work.
All such change orders shall be in the form of the Contract Change Ord er Agreement attached hereto as
Exhibit B, which shall be signed by both the Contractor and the City, shall specifically state the change
of the Work, the completion date for such changed Work, and any increase or decrease in the
compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall
not be binding upon the City unless confirmed in writing by the City. If an y change hereunder causes
Creek Street Water Main Improvements Page 39
an increases or decrease in the Contractor’s cost of, or time required for, the performance or any part of
the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing
accordingly.
If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within
five (5) days after receipt of a written change order from the City or after giving the written notice
required above, as the case may be, submit to the Cit y a written statement setting forth the general
nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five
(5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting
documents and analysis for the claims as the City may require to determine if the claims and costs have
merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor
gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will
be allo wed if asserted after final payment under this Contract.
1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit
work, services and materials to be furnished under the Contract and the value of the omitted work and
materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if
appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as
mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an
appro priate deduction, the City reserves the right to issue a unilateral change order adjusting the price
and the delivery schedule.
1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by
the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended.
Contractor shall be responsible for compliance with Chapter 19.122 RCW, including uti lization of the “one
call” locator system before commencing any excavation activities.
1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials
including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to
protect said materials from air exposure and to minimize emission of airborne particles to the ambient
air environment within the City of Yelm.
2.TERM
This Contract shall commence on the effective date of this Contract and continue until the
completion of the Work, which shall be no later than ___________, 202__ to complete, and the expiration
of all warranties contained in the Contract Documents (“Term”).
3.WARRANTY
3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work,
and is appropriately accredited and licensed by all applicable agencies and governmental entities,
including but not limited to being registered to do business in the City of Yelm by obtaining a City of
Yelm business license. Contractor represents that it has visited the site and is familiar with all of the
plans and specifications in connection with the completion of the Work.
The Contractor specifically agrees to obtain a City of Yelm Business License prior to beginning
work on the Contract and pay any applicable business and occupation (B&O) taxes that may be due as
a result of the Business License and this Agreement.
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3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which
the City deems to have defects in workmanship and material discovered within one (1) year after the
City’s final acceptance of the Work as more fully set forth in the General Conditions of the Contract;
provided, however, that this warranty may extend beyond this time period pursuant to the warranties
attached hereto as Appe ndix C and incorporated by this reference.This warranty shall survive termination
of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for
goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any
express or implied warranty or any right under this Contract or law.
4.COMPENSATION
4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees
to pay the Contractor an amount not to exceed _______________________ and 00/100 Dollars ($
__________), which amount shall constitute full and complete payment by the City (“Total
Compensation”).
4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment
of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this
Contract.
4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of
the Work not completed in a satisfactory manner, in the City’s sole discretion, which shall be withheld
until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City.
4.4 Method of Payment. The basis of payment will be the actual quantities of work performed
according to the contract and as specified for payment. Payments will be made for work and labor
performed and materials furnished under the contract according to the price in the pro posal unless
otherwise provided. Partial payments will be made once each month, based on partial estimates prepared
by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may
be adequate reason for the City to withhold payments until the obligation is performed.
Upon completion of all work and after final inspection, the amount due the Contractor under the
contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor.
Payment to the Contractor for partial estimates, final estimates, and retained percentages shall
be subject to controlling laws.
4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5%) of the Total Compensation
shall be retained by the City to assure payment of Contractor’s state sales tax as well as payment of
subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete,
execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit C or
execute the Retainage Bond attached hereto as Exhibit D. No payments shall be made by the City from
the retained percentage fun d (“Fund”) nor shall the City release any retained percentage escrow account
to any person, until the City has received from the Department of Revenue a certificate that all taxes,
increases, and penalties due from the Contractor and all taxes due and to become due with respect to
the Contract have been paid in full or that they are, in the Department’s opinion, readily collectible
without recourse to the State’s lien on the retained percentage. Upon non-payment by the general
contractor, any supplier or subcontractor may file a lien against the retainage funds, pur suant to Chapter
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60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days
of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days
after completion of all Work on this Contract, th e City shall release and pay in full the money held in the
Fund, unless the City becomes aware of outstanding claims made against this Fund.
5.EQUAL OPPORTUNITY EMPLOYER
In all Contractor services, programs or activities, and all Contractor hiring and employment made
possible by or resulting from this Contract, there shall be no discrimination by Contractor or by
Contractor’s employees, agents, subcontractors or representa tives against any person because of sex,
age (except minimum age and retirement provisions), race, color, creed, national origin, marital status
or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a
bona fi de occupational qualification in relationship to hiring and employment, advertising, layoff or
termination, rates of pay or other forms of compensation, and selection for training, including
apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW,
Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the
Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation
regarding non-discrimination. Any material violation of this provision shall be grounds for termination of
this Contract by the City and, in the case of the Contractor’s breach, may result in ineligibility for further
City agreements. If this project involves federal funds including USDOT funds administered by WSDOT,
the contractor agrees to the clauses contained in Exhibit H.
6.INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST
6.1 It is the intention and understanding of the Parties that the Contractor shall be an
independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave,
vacation pay or any other benefit of employment, nor to pay an y social security or other tax which may
arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial
or any other insurance that is purchased for the benefit of the City, regardless of whether such may
provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this
Agreement to an employment contract. It is recognized that Contractor may or will be performing
professional services during the Term for other parties; provided, how ever, that such performance of
other services shall not conflict with or interfere with Contractor's ability to perform the Services.
Contractor agrees to resolve any such conflicts of interest in favor of the City.
6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the
contractor agrees to notify the City and complete any required form if the Contractor retired under a
State of Washington retirement system and agrees to indemnify any losses the City may sustain through
the Contractor’s failure to do so.
7.CITY’S RIGHT TO TERMINATE CONTRACT
7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be
terminated without cause by written notice delivered to Contractor from the City. Upon termination, all
supplies, materials, labor and/or equipment furnished prior to such date shall, at the Cit y’s option,
become its property. In the event Contractor is not in breach of any of the provisions of this Contract,
Contractor will be paid for any portion of the Work which has been completed to the City’s satisfaction,
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calculated by the percentage amount that portion of the Work completed and accepted by the City bears
to the Total Compensation.
7.2 Termination For Cause. The City may immediately terminate this Contract, take possession
of the Property and all materials thereon and finish the Work by whatever methods it may deem
expedient, upon the occurrence of any one or more of the following events:
(1) If the Contractor should be adjudged a bankrupt.
(2) If the Contractor should make a general assignment for the benefit of its creditors.
(3) If a receiver should be appointed on the account of insolvency of Contractor.
(4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient
number of properly skilled workmen or proper materials for completion of the Work.
(5) If the Contractor should fail to complete the Work within the time specified in this
Contract.
(6) If the Contractor should fail to complete the Work in compliance with the plans and
specifications, to the City’s satisfaction.
(7) If the Contractor should fail to make prompt payment to subcontractors or for material
labor.
(8) If Contractor should persistently disregard laws, ordinances or regulations of federal,
state, or municipal agencies or subdivisions thereof.
(9) If Contractor should persistently disregard instructions of the Mayor or his or her
representative.
(10) If Contractor shall be in breach or violation of any term or provision of this Contract,
or
(11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060.
7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the
City may do any or all of the following:
(1)Stop payments. The City shall cease any further payments to Contractor and
Contractor shall be obligated to repay any payments it received under this contract.
(2)Complete Work. The City may, but in no event is the City obligated to, complete the
Work, which Work may be completed by the City’s agents, employees or representatives
or the City may retain independent persons or entities to complete the Work. Upon
demand, Contract or agrees to pay to the City all of its costs and expenses in completing
such Work.
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(3)Take Possession. The City may take possession of the Property and any equipment
and materials on the Property and may sale the same, the proceeds of which shall be paid
to the City for its damages.
(4)Remedies Not Exclusive. No remedy or election under this Contract shall be deemed
an election by the City but shall be cumulative and in addition to all other remedies
available to the City at law, in equity or by statute.
8.INDEMNIFICATION
8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City,
its elected officials, officers, employees, agents, and volunteers harmless from any and all claims,
demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons
or entities, including, without limitation, their respective agents, licensees, or representatives, arising
from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors
or omissions of the Co ntractor, its partners, shareholders, agents, employees, or by the Contractor’s
breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington
State Industrial Insurance Act, Title 51 RCW. Contractor’s indemnificat ion shall not be limited in any way
by any limitation on the amount of damages, compensation or benefits payable to or by any third party
under workers’ compensation acts, disability benefit acts or any other benefits acts or programs.
8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its
officers, directors, shareholders, partners, employees, and agents harmless from any and all claims,
demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons
or entities, including without limitation, their respective agents, licenses, or representatives, arising from,
resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors,
or omissions of t he City, its employees or agents.
8.3 Survival. The provisions of this Section shall survive the expiration or termination of this
Contract with respect to any event occurring prior to such expiration or termination.
9.INSURANCE
9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in
such forms and with such carriers who have a rating which is satisfactory to the City:
(1) Workers’ compensation and employer’s liability insurance in amounts sufficient
pursuant to the laws of the State of Washington;
(2) Commercial general liability insurance with combined single limits of liability not less
than $2,000,000 for bodily injury, including personal injury or death, products liability and
property damage.
(3) Automobile liability insurance with combined single limits of liability not less than
$2,000,000 for bodily injury, including personal injury or death and property damage.
9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following
provisions:
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(1) The City, its officers, officials, employees, volunteers and agents shall each be named
as additional insured.
(2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior
written notice by certified mail, return receipt requested, to the City.
(3) Coverage shall be primary insurance as respects the City, its officials, employees and
volunteers. Any insurance or self-insurance maintained by the City, its officials, employees
or volunteers shall be in excess of Contractor’s insurance.
(4) Coverage shall apply to each insured separately against whom claim is made or suit is
brought.
(5) Coverage shall be written on an “occurrence” form as opposed to a “claims made” or
“claims paid” form.
9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the
coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto
as Exhibit F, which certificate must be executed by a person authorized by the insurer to bind coverage
on its behalf. The City reserves the right to require complete certified copies of all required insurance
policies, at any time.
9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its
policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall
be subject to all of the requirements stated herein.
9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be
disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall
either reduce or eliminate such deductibles or self-insured retentions or procure a bond guarant eeing
payment for any amounts not covered by the insurance by reason of such deductibles or self-insured
retentions.
9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials
work is performed, Contractor shall review coverage with the City’s Risk Manager and provide scope and
limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contract or
shall not commence any Work until its coverage has been approved by the Risk Manager.
9.7 Termination. The Contractor’s failure to provide the insurance coverage required by this
Section shall be deemed to constitute non-acceptance of this Contract by the Contractor and the City
may then award this Contract to the next lower bidder.
10.PERFORMANCE/PAYMENT BOND
Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of the
City, in the form attached to this Contract as Exhibit G and incorporated by this reference, in a dollar
amount satisfactory to the City; to guarantee Contractor’s performance of the Work to the City’s
satisfaction; to insure Contractor’s performance of all of the provisions of this Contract; and to guarantee
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Contractor’s payment of all laborers, mechanics, subcontractors and material persons. Contractor’s
obligations under this Contract shall not be limited to the dollar amount of the bond.
11.SAFETY
Contractor shall take all necessary precautions for the safety of employees on the work site and
shall comply with all applicable provisions of federal, state and municipal safety and health laws and
codes, including without limitation, all OSHA/WISHA requ irements, Safety and Health Standards for
Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC),
and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly
maintain, at a ll times, all necessary guards, barricades, signals and other safeguards at all unsafe places
at or near the Work for the protection of its employees and the public, safe passageways at all road
crossings, crosswalks, street intersections, post danger sign s warning against any known or unusual
hazards and do all other things necessary to prevent accident or loss of any kind.Contractor shall protect
from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other
property that is likely to become displaced or damaged by the execution of the Work. The Contractor
shall, at its own expense, sec ure and maintain a safe storage place for its materials and equipment and
is solely responsible for the same.
12.PREVAILING WAGES
12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter
39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid projects, Federal
wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in
Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by
the U.S. Department of Labor’s “Decision Number” shown in Appendix B.
The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW,
Chapter 296-127 WAC, or the Federal Davis-Bacon and Related Acts (DBRA) to pay minimum prevailing
wages, shall not pay any worker less than the minimum hourly wa ge rates and fringe benefits required
by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid.
When the project is subject to both State and Federal hourly minimum rates for wages and fringe
benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than
the higher rate unless the state rates are specificall y preempted by Federal law.
The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under
the provisions of Chapter 39.12 RCW because of the definition “Contractor” in Chapter 296-127-010
WAC, complies with all the requirements of Chapter 39.12 RC W.
12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW,
and as required in this Contract do not apply to:
(1) Sole owners and their spouses;
(2) Any partner who owns at least 30% of a partnership;
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(3) The President, Vice President and Treasurer of a corporation if each one owns at least 30%
of the corporation.
12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the
Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter
39.12 RCW that provided work and materials of the contract:
(1) A copy of an approved “Statement of Intent to Pay Prevailing Wages” State L&I form number
F700-029-000. The City will make no payment under this contract for the work performed until
this statement has been approved by State L&I and a certified copy o f the approved form has
been submitted to the City.
(2) A copy of an approved “Affidavit of Prevailing Wages Paid,” State L&I form number F700-007-
000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW
until all of the “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I and a
certified copy of all the approved forms have been submitted to the City.
The Contractor shall be responsible for requesting these forms from the State L&I and for paying
any approval fees required by State L&I.
Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor
and all subcontractors or lower tier subcontractors.
12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for
work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter
shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of
Washington and the decision therein shall be final and conclusive and binding on all parties involved in
the dispute.
13.FAILURE TO PAY SUBCONTRACTORS
In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any
materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or the City
may withhold from the money which may be due the Contra ctor an amount necessary for the payment
of such subcontractors, laborers, materials or premiums.
14.OWNERSHIP OF DOCUMENTS
All originals and copies of work product, including plans, sketches, layouts, designs, design
specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or
material which may be produced or modified by Contractor w hile performing the Work shall become the
property of the City and shall be delivered to the City at its request.
15.CONFIDENTIALITY
Any records, reports, information, data or other documents or materials given to or prepared or
assembled by the Contractor under this Contract will be kept as confidential and shall not be made
available to any individual or organization by the Contractor without prior written approval of the City.
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16.BOOKS AND RECORDS
The Contractor agrees to maintain books, records, and documents which sufficiently and properly
reflect all direct and indirect costs related to the performance of this Contract and such accounting
procedures and practices as may be deemed necessary by the City to assure proper accounting of all
funds paid pursuant to this Contract. These r ecords shall be subject at all reasonable times to inspection,
review or audit by the City, its authorized representative, the State Auditor, or other governmental
officials authorized by law to monitor this Contract.
17.CLEAN UP
At any time ordered by the City and immediately after completion of the Work, the Contractor
shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from
the Work. In the event the Contractor fails to perform t he necessary clean up, the City may, but in no
event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid
by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to
th e Contractor.
18.CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY:
18.1 Contractor Verification.The Contractor verifies that it has a certificate of registration with
the State of Washington; has a current state unified business identifier number; is not disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as
required by Title 51 RCW, if applicable; has an employment security department number as required in
Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if
applicable; possesses a va lid electrical contractor license as required by chapter 19.28 RCW, if applicable;
and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable.
18.2 Subcontractor Contracts. The Contractor shall include the language of this section in
each of its first tier subcontracts, and shall require each of its subcontractors to include the same
language of this section in each of their subcontracts, adjusting only as necessary the terms used for
the contracting parties. Upon request of the Owner, the Contractor shall promptly provide
documentation to the Owner demonstrating that the subcontractor meets the subcontractor
responsibility criteria below. The requirements of this section apply to all subcontractors regardless of
tier.
18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall
verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a
current certificate of registration in compliance with chapter 18.27 RCW, which must have been in
effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier
(UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or
39.12.065 (3); Have Industrial Insurance(workers’ compensation) coverage for the subcontractor’s
employees working in Washington, as required in Title 51 RCW, if applicable; A Washington
Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington
Department o f Revenue state excise tax registration number, as required in Title 82 RCW, if applicable;
An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor
license, if required by Chapter 70.87 RCW.
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19.GENERAL PROVISIONS
19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with
respect to any matter covered or mentioned in this Contract and no prior agreements or understandings
pertaining to any such matters shall be effective for any purpose.
19.2 Modification. No provisions of this Contract, including this provision, may be amended or
added to except by agreement in writing signed by the Parties or their respective successors in interest.
19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal,
shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall
remain in full force and effect.
19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its
obligations and rights hereunder without the prior written consent of the City. In the event the City
consents to any such assignment or transfer, such consent shall in no way release the Contractor from
any of its obligations or liabilities under th is Contract.
19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding
upon and inure to the benefit of the Parties’ successors in interest, heirs and assigns.
19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any
terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part
thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of
any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own
attorneys’ fees, costs and expenses. Any action arising out of or relating to this Contract shall be brought
exclusively in the Superior Court of Thurston County, Washington.
19.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence
thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure
of the City to declare one breach or default does not act as a waiver of the City’s right to declare another
breach or default.
19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in
accordance with the laws of the State of Washington.
19.9 Authority.Each individual executing this Contract on behalf of the City and Contractor
represents and warrants that such individuals are duly authorized to execute and deliver this Contract
on behalf of the Contractor or City.
19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to
the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered
personally to the addressee of the notice or may be deposited i n the United States mail, postage prepaid,
to the address set forth herein. Any notice so posted in the United States mail shall be deemed received
three (3) days after the date of mailing.
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19.11 Captions. The respective captions of the Sections of this Contract are inserted for
convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any
of the provisions of this Contract.
19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in
which performance is a factor. Adherence to completion dates is essential to the Contractor’s
performance of this Contract.
19.13 Compliance with Ethics Code. If a violation of the City’s Ethics Resolution No. 91-54, as
amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be
rendered null and void, at the City’s option.
19.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any
of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the
controlling document, which interpretation shall be final and binding.
DATED the day and year set forth above.
CITY OF YELM
By:___________________________________
Joe DePinto, Mayor
City of Yelm,
106 Second St. SE, Yelm WA 98597
ATTEST:
_______________________________
Kathy Linnemeyer, City Clerk
APPROVED AS TO FORM:
_______________________________
City Attorney, Brent Dille
[CONTRACTOR’S NAME]
By:___________________________________
(Signature)
___________________________________
(Name)
___________________________________
(Address)
___________________________________
(Phone)
Creek Street Water Main Improvements Page 50
STAFF SELECT APPROPRIATE NOTARY BLOCK FOR APPLICANT
[Individual Notary]
STATE OF WASHINGTON)
) ss.
COUNTY OF _____________ )
On this day personally appeared before me, ____________________________________, to me known
to be the individual described in and who executed the foregoing instrument, and on oath swore that
he/she/they executed the foregoing instrument as his/her/their free and voluntary act and deed for the
uses and purposes therein mentioned.
GIVEN my hand and official seal this ______ day of _______________________, 20__.
______________________________________
______________________________________
(typed/printed name of notary)
Notary Public in and for the State of Washington.
My commission expires ____________________
[Corporate Notary]
STATE OF WASHINGTON)
) ss.
COUNTY OF ____________)
On this day personally appeared before me ____________________________________, to me known
to be the ________________________________ of _______________________ that executed the
foregoing instrument, and acknowledged the said instrument to be the free an d voluntary act and deed
of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was
authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said
corporation.
GIVEN my hand and official seal this ______ day of _______________________, 20__.
______________________________________
______________________________________
(typed/printed name of notary)
Notary Public in and for the State of Washington.
My commission expires ____________________
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EXHIBIT A
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
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EXHIBIT B
CITY OF YELM
CONTRACT CHANGE ORDER AGREEMENT
______________________________________________________
PROJECT CHANGE ORDER EFFECTIVE DATE
NUMBER NUMBER
___________________________________________________
PROJECT TITLE CONTRACTOR
SUMMARY OF PROPOSED CHANGES:
The time provided for completion in the Contract is Unchanged Increased Decreased by ____
Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the
Contract not amended herein will apply to this Change Order.
Will this change affect expiration or extent of Insurance coverage?Yes No
If “Yes” Will the Policies Be Extended?Yes No
_____________________________________________________________________________
PRICE CHANGE LUMP SUM:INCREASE $DECREASE $
UNIT PRICE:
THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE
ITEM NO.ITEM QUANTITY UNIT PRICE ADD OR DELETE
TOTAL NET CONTRACT:INCREASE $DECREASE $
STATEMENT:
_____________________________________________________________________________
CONTRACTOR’S DEPT. DIRECTOR/MANAGER DATE
SIGNATURE SIGNATURE
Creek Street Water Main Improvements Page 55
DEPARTMENT RECAP TO DATE:*Adjustments:
ORIGINAL CONTRACT AMOUNT$_____
PREVIOUS CHANGE ORDERS$_____
THIS CHANGE ORDER$_____
*ADJUSTMENTS$_____
NEW CONTRACT AMOUNT$_____
ADJUSTMENTS
CHANGE ORDER ESTIMATE IS HEREBY INCREASED$_____
DECREASED$_____
PAY THIS ADJUSTED AMOUNT$_____
______________________________
DEPARTMENT DIRECTOR’S SIGNATURE
Creek Street Water Main Improvements Page 56
EXHIBIT C:CONTRACTOR’S RETAINAGE AGREEMENT
City of Yelm Bid/Contract Number
106 Second St.. SE, Yelm WA 98597
360.458.8499
IDENTIFICATION AND DESCRIPTION
Project Title______________________________________________________________________________
Contractor_______________________________________Representative________________________
Bid No._____________________________Date_______Administering Department_______________
City Representative________________________________Funding Source________________________
Project Authority__________________________________________________________________________
RETAINAGE FORMULA
In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage
held for investment:
1.All investments selected below are subject to City approval.
2.Retainage under this agreement will be held in escrow by the _________________________ (referred to
herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the
investment program and the risk thereof is to be borne entirely by the contractor.
3.The final disposition of the contract retainage will be made in accordance with applicable statutes.
CONTRACTOR’S INSTRUCTIONS
Pursuant to RCW 60.28.010 I hereby notify the City of Yelm of my instructions to invest not to invest the
retainage withheld under the terms of this contract. If the investment option is selected, please provide the following
information:
Name of Bank, Mutual Fund, or Savings & Loan Association: ______________________________________
Address: ________________________________________________________________________________
Account #: _______________________________________Contact Person: _______________________
Contractor: _______________________________________Date: _______________________________
By: _____________________________________________Title: _______________________________
Address: _________________________________________________________Phone: _______________
Fed ID #: ________________________________________Est. Completion Date: __________________
CITY APPROVAL
Approval of Investment Program and Retainage Agreement
____________________________________
Finance Director Date
CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE
Contract No. __________Project Title: ______________________________________________________________
I hereby certify, as Contract Administrator for this Contract representing the City of Yelm, that all work required by the ab ove
cited contract was completed on ________________________ and final acceptance by the City was granted on
_________________________.
I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics,
subcontractors or materialman who has performed any work or provided any material of subject contract.
____________________________________
Contract Administrator
____________________________________
Director of Administering Department
Also, please find attached certifications by the applicable state agencies of the receipt of:1) Washington State Business Taxes (Washington
State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Un employment
Insurance Premiums (State of Washington Employment Security Dept.)
Creek Street Water Main Improvements Page 57
EXHIBIT D
RETAINAGE BOND TO CITY OF YELM
Creek Street Water Main Improvements
KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned,
____________________________________________, as principal (“Principal”), and
__________________________________, a Corporation organized and existing under the laws of the State of
_________________, as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon
bonds of Contractors with Municipal Corporations, as surety (“Surety”), are jointly and severally held and firmly bonded to t he
City of Yelm (“City”) in the penal sum of: ________________________________________ ($ _______________) for the
payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may
be.
A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations,
standards and policies of the City, as now existing or hereafter amended or adopted.
B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing
for the _________________________ Project, which contract is incorporated herein by this reference (“Contract”), and
C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the Principal
pursuant to the contract, a sum not to exceed five percent (5%), said sum to be retained by the City as a trust fund for the
protection an d payment of any person or persons, mechanic, subcontractor or materialmen who shall perform any labor upon
such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with
provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82
RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said
improvement or work shall have a l ien on said monies so reserved, provided that such notice of the lien of such claimant shall
be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments
that may hereafter be provided thereto;and
D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion
of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any
proceeds the refrom being made subject to all claims and liens and in the same manner and priority as set forth retained
percentages pursuant to Chapter 60.28 RCW; and
E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein provided
for in the manner and within the time set forth, for the amount of $ _________________________; and
F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance
and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents,
NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time
period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay all labo rers,
mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with
provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all taxes imposed pursu ant to
Title 82 R CW which may be due from such Principal as a result of this contract then and in the event this obligation shall be
void; but otherwise it shall be and remain in full force and effect.
And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration
or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the sam e
shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations
or additions to the terms of the Contract or to the Work.
The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract
without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall
automatically increas e the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to
exceed twenty-five percent (25%) of the original amount of this bond without consent of the Surety.
Creek Street Water Main Improvements Page 58
Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract,
the Surety shall make written commitment to the City that it will either: (a) cure the default itself within a reasonable ti me
pe riod, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by th e
City, or (c) in the event that Surety’s evaluation of the dispute is not complete or in the event the Surety disputes the Cit y’s
claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall th en fulfill its
obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal
sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If t he
Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The
City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs
which exceed t he City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete
participation in mediation, described in the below paragraph, prior to any interplead action.
In the event a dispute should arise between the Parties to this Bond with respect to the City’s declaration of default by
the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedur es of
Uni ted States Arbitration and Mediation (“USA&M”). The Parties shall proportionately share in the cost of the mediation. The
mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington
98101-2327. The Surety shall not interplead prior to completion of the mediation.
The parties have executed this instrument under their separate seals this _____ day of _______________, 20___, the
name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned
representatives pursuant t o authority of its governing body.
CORPORATE SEAL:
PRINCIPAL
By: __________________________
Title: _________________________
Address: ______________________
_______________________
CORPORATE SEAL:
SURETY
By: __________________________
Attorney-in-Fact
(Attach Power of Attorney)
Title: _________________________
Address: ______________________
_______________________
Creek Street Water Main Improvements Page 59
CERTIFICATES AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within
bond; that__________________________, who signed the said bond on behalf of the Principal, was
__________________________of said Corporation; that I know his or her signature thereto is genuine, and that said
bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body.
____________________________________
Secretary of Assistant Secretary
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond;
that__________________________, who signed the said bond on behalf of the Surety, was
__________________________of the said Corporation; that I know his or her signature thereto is genuine, and that
said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing
body.
____________________________________
Secretary of Assistant Secretary
APPROVED AS TO FORM:
_________________________________
Brent Dille, City Attorney
Creek Street Water Main Improvements Page 60
EXHIBIT E
NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS
NONDISCRIMINATION IN EMPLOYMENT
TO:ALL EMPLOYEES
AND TO:_________________________________________________________________
(Name of Union or Organization)
The undersigned currently holds contract(s) with _____________________________ involving funds or
credit of the City of Yelm, Washington, or (a) subcontract(s) with a prime contractor holding such
contract(s).
You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance
with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to
discriminate against any employee or applicant of employment because of race, color, creed or national
origin. This obligation not to discriminate in employment includes, but is not limited to, the following:
EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION
RECRUITMENT AND ADVERTISING
RATES OF PAY OR OTHER FORMS OF COMPENSATION
SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION
This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s)
and Executive Order 11246.
Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or
applicants for employment.
Complaints may be submitted to: _____________________________
City of Yelm,
106 Second St SE
Yelm WA 98597
____________________________________
____________________________________
____________________________________
(Contractor or subcontractor)
____________________________________
Date
Creek Street Water Main Improvements Page 61
EXHIBIT F
CERTIFICATE OF INSURANCE
Creek Street Water Main Improvements Page 62
Creek Street Water Main Improvements Page 63
EXHIBIT G
CITY OF YELM
PERFORMANCE/PAYMENT BOND
KNOW ALL PEOPLE BY THESE PRESENTS:
We, the undersigned, (“Principal”) and
, the undersigned corporation organized and existing under the laws of the State
of and legally doing business in the State of Washington as a surety (“Surety”), are held and
firmly bonded unto the City of Yelm, a Washington municipal corporation (“City”) in the penal sum of
__________________Dollars and no/100 ($) for the payment of which we
firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally.
This obligation is entered into an Agreement with the City dated, 20 for________
_________________.
NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the
time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and
shall pay all laborers, mechani cs, subcontractors and material men or women, and all persons who shall supply the
Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City,
their officials, agents, employees and volunteers harmles s from any loss or damage occasioned to any person or
property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the
performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason
of failure of performance as specified in the Agreement within a period of two (2) years after its final acceptance
thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full
f orce and effect.
And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration
or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications
accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any
change, extension of time, alterations or additions to the terms of the Agreement or to the Work.
The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement
without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal
shall automatically increase t he obligation of the Surety on this Performance Bond in a like amount, such increase,
however, not to exceed twenty-five percent (25%) of the original amount of this bond without the consent of the
Surety.
Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the
Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself
within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default,
including legal fees incurred by the City, or (c) in the event that Surety’s evaluation of the dispute is not complete
or in the event the Surety disputes the City’s claim of default, the Surety shall notify the City of its finding and its
intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it
has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an
amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b),
then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall
return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs
which exceed t he City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall
first complete participation in mediation, described in the below paragraph, prior to any interplead action.
Creek Street Water Main Improvements Page 64
In the event a dispute should arise between the Parties to this Bond with respect to the City’s declaration of default
by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation
procedures of Uni ted States Arbitration and Mediation (“USA&M”). The Parties shall proportionately share in the
cost of the mediation. The mediation shall be administered Washington Arbitration & Mediation Service (WAMS),
3600 Port of Tacoma Road, Suite 304, Tacoma, WA 98424 The Surety shall not interplead prior to completion of
the mediation.
DATED this ___ day of_____, 20___.
CORPORATE SEAL OF PRINCIPAL:PRINCIPAL
By:_____
(Name of Person Executing Bond)
Its:_____
(Title)
_____
_____
(Address)
_____
(Phone)
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within
bond; that__, who signed the said bond on behalf of the Principal, was
_____of the said Corporation; that I know his or her signature thereto is genuine, and that said bond
was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body.
_____
Secretary of Assistant Secretary
CORPORATE SEAL OF SURETY:
SURETY
By:_____
Attorney-in-Fact
(Attach Power of Attorney)
_____
(Name of Person Executing Bond)
_____
_____
(Address)
Creek Street Water Main Improvements Page 65
_____
(Phone)
APPROVED AS TO FORM:
_____
Brent Dille, City Attorney
STATE IF WASHINGTON )
) SS.
COUNTY OF ____________)
On this day personally appeared before me__________________________, to me known to be the
______________________of ______________________________________ that executed the foregoing
instrument, and acknowledged the said instrument to be the free and volun tary act and deed of said limited liability
company, for the uses and purposed therein mentioned, and on oath stated that he/she was authorized to execute
said instrument.
GIVEN my hand and official seal this _____ day of _______________, 20__.
Notary’s signature ______________________________
Notary’s printed name_____________________________
Notary Public in and for the State of Washington.
My commission expires___________________
CORPORATE SEAL OF SURETY
SURETY
BY: ______________________________
Attorney-in Fact
(Attach Power of Attorney)
_______________________________
(Name of Person Executing Bond)
________________________________
________________________________
(Address)
________________________________
(Phone)
APPROVED AS TO FORM:
_____________________________
Brent Dille
Creek Street Water Main Improvements Page 66
SECTION 4:SPECIAL PROVISIONS
Creek Street Water Main Improvements Page 67
INTRODUCTION TO THE SPECIAL PROVISIONS
(July 8, 2024 APWA GSP, Option B)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge
and Municipal Construction, 20 26 edition, as issued by the Washington State Department of Transportation
(WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter
“Standard Specifications”). The Standard Specifications, as modified or supplemented b y these Special
Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which
may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements,
modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment,
alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to
that particular portion of the section, and in no way should it be int erpreted that the balance of the section does
not apply.
All references to Measurement and Payment in the Standard Specifications are deleted and replaced with
Division 10–Measurement and Payment.
The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For
example:
(March 8, 2013 APWA GSP)
(April 1, 2013) for WSDOT GSPs, only use date
(May 1, 2013$$2$$GSP) Agency Special Provision
Project specific special provisions are labeled without a date as such:
(*****)
Also incorporated into the Contract Documents by reference are:
Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with
Washington State modifications, if any
Standard Plans for Road, Bridge and Municipal Construction, WSDOT Manual M21-01, current edition
Contractor shall obtain copies of these publications, at Contractor’s own expense.
DIVISION 1 1
Division 1
General Requirements
DESCRIPTION OF WORK
(March 13, 1995)
This Contract provides for the improvement of Creek Street Water Main Improvements and other work, all in
accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications.
General
1-01.3 Definitions
(January 19, 2022 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the
following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and
responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of
the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be
rare and brief, and only minor incidental work, r eplacement of temporary substitute facilities, plant
establishment periods, or correction or repair remains for the Physical Completion of the total
Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required by the
Contract and required by law does not necessarily need to be furnished by the Contractor by this
date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the Contractor
under the contract are fulfilled by the Contractor. All documentation required by the Contract and
required by law must be furnished by the Contractor be fore establishment of this date.
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
Supplement this Section with the following:
All references in the Standard Specifications or WSDOT General Special Provisions, to the terms
“Department of Transportation”, “Washington State Transportation Commission”, “Commission”,
DIVISION 1 2
“Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read
“Contracting Agency”.
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the
reference is to an administrative agency of the State of Washington, a State statute or regulation, or the
context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated
location”.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency
form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at
the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from
which the Contracting Agency may make a choice between different methods or material of construction
for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are
required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work must be
physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing
the Contractor to proceed with the Work and establishing the date on which the Contract time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic.
1-01.3 Definitions
This section is supplemented with the following:
DIVISION 1 3
Approximate: Generally as shown or described, but has not been verified, or may require adjustment. No
level of accuracy is implied or should be assumed.
Bid Documents:The Contracting Agency’s standard construction details are included in this definition.
These standard details can be obtained at
https://www.ci.yelm.wa.us/departments/public_services/development_guidelines.php
Calculation(s):When any contract documents require the Contractor to provide calculations, those
calculations must be prepared and stamped by a Professional Engineer licensed to practice in the State
where the project is constructed or where components requiring calculat ions are fabricated.
Day:A calendar day or a continuous 24-hour period unless specifically stated otherwise.
Deleted Section:A section of the Standard Specifications that does not apply to this project.
Diameter: The nominal diameter classification common for the type of product and purpose. Should not
be assumed to represent the actual measured inside or outside diameter unless specifically identified as
such.
Engineer:The City of Yelm and its duly authorized representatives.
Equal to:A product that is the same or better than the product named in function, performance, reliability,
quality, and general configuration. Determination of equality will be made by the Owner.
New Section:This section does not appear in the Standard Specifications.
Owner (Same as Contracting Agency):City of Yelm
Proposed:Work that is part of the Contract and to be performed by the Contractor.
Purveyor:The agency providing the applicable service.
Replacement Section:All or portions of the Standard Specification section are replaced as described
herein.
Supplemental Section:The Standard Specification is to be used in its entirety with the addition of the
information provided herein. If the information conflicts with the Standard Specification, the supplemental
section will govern.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW
39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project.
Add the following new section:
DIVISION 1 4
1-02.1(1)Supplemental Qualifications Criteria
(July 31, 2017 APWA GSP; requires pre-approval on FHWA funded projects, through WSDOT/Local
Programs)
In addition, the Contracting Agency has established Contracting Agency-specific and/or project-specific
supplemental criteria, in accordance with RCW 39.04.350(3), for determining Bidder responsibility,
including the basis for evaluation and the deadline f or appealing a determination that a Bidder is not
responsible. These criteria are contained in Section 1-02.14 Option C of these Special Provisions.
1-02.1(1) Supplemental Qualifications Criteria
The APWA GSP is supplemented with the following:
Section 1-02.14 Option B may be included in these Special Provisions instead of Option C.
Supplemental criteria presented in other places, such as the Information to Bidders, is binding.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids
(Advertisement for Bids) for the work.
After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed
below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17")1 Furnished automatically
upon award.
Contract Provisions 1 Furnished automatically
upon award.
Large plans (e.g., 22" x 1 Furnished only upon
34")request.
Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the
Call for Bids, at the Contractor’s own expense.
1-02.4(2) Subsurface Information
This section is replaced with the following:
No subsurface exploration has been performed for this project unless specifically noted as such on
the plans. Existing soils are unclassified.
1-02.5 Proposal Forms
(February 17, 2026 APWA GSP)
Delete this section and replace it with the following:
DIVISION 1 5
The Proposal Form will identify the project and its location and describe the work. It will also list estimated
quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices.
The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices;
extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes
and acknowledgment of addenda; the bidder’s name, address, telephone number,and signature. Bids
shall be in legible figures (not words) written in ink or typed and expressed in U.S. dollars. The required
certifications are included as part of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if
such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives
set forth in the Proposal Form unless otherwi se specified.
1-02.6 Preparation of Proposal
Supplement the second paragraph with the following:
4.If a minimum bid amount has been established for any item, the unit or lump sum price must equal or
exceed the minimum amount stated.
Delete the last two paragraphs, and replace them with the following:
The Bidder shall submit a completed Contractor Certification Wage Law Compliance form prior to award.
A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or
other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name and signed by a partner.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint
venture.
1-04 Scope of the Work
1-04.1(2) Bid Items Not Included in the Proposal
This section is replaced with the following:
All work that is not specified as being included with or incidental to other bid items as shown on the plans,
described in the specifications, and necessary to complete the work by standard industry practices shall
be included in the Contractor’s bid price of the most closely applicable bid item.
1-04.2 Coordination of Contract Documents
The second paragraph is revised to read:
In resolving inconsistencies among two or more sections of the contract documents, precedence shall be
given in the following order:
1.Change Orders
2.Addenda
3.Agreement (Contract)
4.Contract Plans
5.Instructions (or Information) to Bidders
DIVISION 1 6
6.Special Provisions
7.Contracting Agency Standard Details *
8.General Conditions
9.Standard Specifications
* When Contracting Agency Standard Details are incorporated into the Contract Plans, it is only for
convenience of publishing. The order of precedence above shall still govern, with the Contracting Agency
Standard Details treated as a section of the contra ct documents distinct from the Contract Plans.
1-04.4 Changes
(January 19, 2022 APWA GSP)
The first two sentences of the last paragraph of Section 1-04.4 are deleted.
This section is supplemented with the following:
This section also supplements 1-04.7 Differing Site Conditions. The Contractor is responsible for
determining all work, scheduling and cost impacts caused by changes, and shall include such when
proposing the price and time for the change. No subsequent r equests for compensation or time will be
accepted once the change has been approved or the protest period [section 1-04.5] expires.
1-04.6 Variation in Estimated Quantities
(December 30, 2022 APWA GSP, Option B)
Revise the first paragraph to read:
Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in
conformance with the Contract. When the accepted quantity of Work performed under a unit item varies
from the original Proposal quantity, payment will b e at the unit Contract price for all Work unless the total
accepted quantity of the Contract item, adjusted to exclude added or deleted amounts included in change
orders accepted by both parties, increases or decreases by more than 25 percent from the orig inal Proposal
quantity, and if the total extended bid price for that item at time of award is equal to or greater than 10
percent of the total contract price at time of award. In that case, payment for contract work may be adjusted
as described herein:
This section is supplemented with the following:
If more or fewer materials are needed when the constructed quantity is within plus or minus 25% of the
bid quantity, costs for restocking of unused materials, or delivery and handling costs on additional materials
shall be incidental to the bid price and n o additional payment will be made.
1-04.7 Differing Site Conditions
Supplement the first paragraph with the following:
The Contractor shall provide written notice no later than the end of the working day following discovery of
real or perceived differing conditions. Contractor’s written notice shall include a summary of the issue; the
time, date, and location the issue aro se; and a statement if the Contractor believes the issue may increase
cost, time, or both. The Owner is not required to provide any time extension for the period between the
discovery and Owner’s receipt of the written notice.
DIVISION 1 7
1-04.11 Final Cleanup
This section is supplemented with the following:
Restore all areas impacted by the work to at least original condition, unless specifically identified otherwise
in the plans or specifications. All costs are incidental.
Add the following new section:
1-04.12 Intermediate Cleanup
If an area of the project will be left idle, or minimal work performed for more than two weeks, the Contractor
shall clean up the area prior to moving. In this context, clean-up means: stockpiles and materials removed
so as not to be obstructions or hazard s; surfaces graded smooth as to their purpose; traffic control systems
removed and traffic restored to the satisfaction of the local road agency.
1-05 Control of Work
1-05.4 Conformity with and Deviations from Plans and Stakes
Section 1-05.4 is supplemented with the following:
(January 13, 2021)
Contractor Surveying-Roadway
The Contracting Agency has provided primary survey control in the Plans.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope
stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving,
channelization and pavement marking, illumination and sig nals, guardrails and barriers, and signing.
Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and
measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's
responsibility.
The Contractor shall inform the Engineer when monuments are discovered that were not identified in the
Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans
“DO NOT DISTURB” shall be protected throughout the length of the project or be replaced at the
Contractors expense.
Detailed survey records shall be maintained, including a description of the work performed on each shift,
the methods utilized, and the control points used. The record shall be adequate to allow the survey to be
reproduced. A copy of each day's record sh all be provided to the Engineer within three working days after
the end of the shift.
The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and
Associated Terms" current edition, published by the American Congress on Surveying and Mapping and
the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1.Verify the primary horizontal and vertical control furnished by the Contracting Agency, and
expand into secondary control by adding stakes and hubs as well as additional survey control
needed for the project. Provide descriptions of secondary control to t he Contracting Agency. The
description shall include coordinates and elevations of all secondary control points.
DIVISION 1 8
2.Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on
offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced
no further than 50 feet.
3.Establish clearing limits, placing stakes at all angle points and at intermediate points not more
than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and
10 feet beyond the top of a cut unless otherwise shown in the Plans.
4.Establish grading limits, placing slope stakes at centerline increments not more than 50 feet
apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS)
Machine Controls are used to provide grade control, then slope stak es may be omitted at the
discretion of the Contractor
5.Establish the horizontal and vertical location of all drainage features, placing offset stakes to all
drainage structures and to pipes at a horizontal interval not greater than 25 feet.
6.Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the
top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal
intervals not greater than 50 feet in tangent sections, 25 feet in cur ve sections with a radius less
than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet.
Transversely, stakes shall be placed at all locations where the roadway slope changes and at
additional points such that the tran sverse spacing of stakes is not more than 12 feet. If GPS
Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be
omitted at the discretion of the Contractor.
7.Establish intermediate elevation benchmarks as needed to check work throughout the project.
8.Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to
establish location and elevation of paving pins as they are being placed.
9.For all other types of construction included in this provision, (including but not limited to
channelization and pavement marking, illumination and signals, guardrails and barriers, and
signing) provide staking and layout as necessary to adequately locate,construct, and check the
specific construction activity.
10.Contractor shall determine if changes are needed to the profiles or roadway sections shown in
the Contract Plans in order to achieve proper smoothness and drainage where matching into
existing features, such as a smooth transition from new pavement to exis ting pavement. The
Contractor shall submit these changes to the Engineer for review and approval 10 days prior to
the beginning of work.
The Contractor shall provide the Contracting Agency copies of any calculations and staking data when
requested by the Engineer.
The Contractor shall ensure a surveying accuracy within the following tolerances:
DIVISION 1 9
Vertical Horizontal
Slope stakes 0.10 feet 0.10 feet
Subgrade grade stakes set
0.04 feet below grade 0.01 feet 0.5 feet
(parallel to alignment)
0.1 feet
(normal to alignment)
Stationing on roadway N/A 0.1 feet
Alignment on roadway N/A 0.04 feet
Surfacing grade stakes 0.01 feet 0.5 feet
(parallel to alignment)
0.1 feet
(normal to alignment)
Roadway paving pins for
surfacing or paving 0.01 feet 0.2 feet
(parallel to alignment)
0.1 feet
(normal to alignment)
The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change
the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent checks from
different secondary control to ensure that the points staked are within the specified survey accuracy
tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these
coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting
Agency will require up to seven calendar days fro m the date the data is received.
Contract work to be performed using contractor-provided stakes shall not begin until the stakes are
approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for
the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not
described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency
as ordered by the Engineer.
1-05.4 Conformity With and Deviations from Plans and Stakes
(April 22, 2025 APWA GSP, Option D)
Supplement this section with the following:
Contractor Surveying–ADA Features
ADA Feature Staking Requirements
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, and
grades necessary for the construction of the ADA features. Calculations, surveying, and measuring
required for setting and maintaining the necessary lines and grades shall be the Contractor’s
responsibility. The Contractor shall build the ADA features within the specifications in the Standard Plans
and contract documents.
DIVISION 1 10
ADA Feature Contract Compliance
The Contractor shall be responsible for completing measurements to verify all ADA features comply with
the Contract in the presence of the Engineer.
ADA Feature Measurements
The Contractor shall be responsible for providing the latitude and longitude of each ADA feature as
indicated on the ADA Post Inspection Form(s) (WSDOT Form 224-020LP).
The completed ADA Post Inspection Form(s) (WSDOT Form 224-020LP) shall be submitted as a Type 3
Working Drawing and transmitted to the Engineer within 30 calendar days of completing the ADA feature.
After acceptance, the Contracting Agency will retain the final form(s) for their records.
Add the following new section:
1-05.7 Nonconforming Work
(February 17, 2026 APWA GSP)
Supplement this section with the following:
The rights exercised under the provisions of this Section shall not diminish the Contracting Agency’s
right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s
failure to perform the Work as required. The Engineer h as the right to reject all or part of the
Nonconforming Work, and the Engineer’s decision is final and not subject to protest.
No additional contract time or compensation will be allowed when the Contracting Agency exercises their
rights provided by this Section.
1-05.7(1) Identification of Nonconforming Work
Replace this section with the following:
The Contractor is responsible for quality control and shall identify all Nonconforming Work. The
Contracting Agency may also identify Nonconforming Work. However, failure by the Contracting Agency
to identify Nonconforming Work shall not relieve the Contra ctor from their responsibility for the quality of
the Work, nor shall it constitute acceptance or approval of the Nonconforming Work.
1-05.7(2) Reporting of Nonconforming Work
Replace this section with the following:
The Contractor shall immediately report all Nonconforming Work to the Engineer and shall include any
relevant information known for suggested remediation of Nonconforming Work.
When the Contracting Agency identifies Nonconforming Work, the Engineer will notify the Contractor in
writing specifying a time when a remedy must be complete. If the Contractor fails to remedy
Nonconforming Work within the time specified in a written noti ce from the Engineer, or fails to perform
any part of the Work required by the Contract Documents, the Engineer may correct and remedy such
Work as may be identified in the written notice.
1-05.7(3) Remediation of Nonconforming Work
Supplement this section with the following:
The Contractor shall be responsible and bear all costs for remediating Nonconforming Work.
DIVISION 1 11
If the Contracting Agency remedies Nonconforming Work after the specified time when a remedy was to
be completed,by any means deemed necessary,direct and indirect costs incurred by the Contracting
Agency attributable to correcting and remedying Nonconforming Work not corrected by the time
provided in the notice, or Work the Contractor failed or refused to perform, shall be paid by the
Contractor.
If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an
emergency situation, the Engineer may have the N onconforming W ork corrected immediately, have the
W ork removed and replaced, or have W ork the Contractor refuses to perform completed by using
Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the
Engineer, a delay in its remedy could be potentially unsafe, or might cause risk of loss or dam age to the
public.
When costs are incurred by the Contracting Agency, payment will be deducted by the Engineer from
monies due, or to become due, to the Contractor. Such direct and indirect costs shall include in
particular, but without limitation, compensation for additiona l professional services required, and
compensation for removal, repair, replacement and/or correction of the Contractor’s N onconforming
W ork.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
1-05.11(1)Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so notify the
Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request
shall list the specific items of work that remain to be completed in order to reach physical completion. The
Engineer will schedule an inspection of the work with the Contractor to determine the status of
completion. The Engineer may also establish the Substantial Completion Date unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete
and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial
Completion Date. If, after this inspecti on the Engineer does not consider the work substantially complete
and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the
reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable,
the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work
necessary to reach Substantial and Physical Completi on. The Contractor shall provide the Engineer with
a revised schedule indicating when the Contractor expects to reach substantial and physical completion
of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date and
the Contractor considers the work physically complete and ready for final inspection.
DIVISION 1 12
1-05.11(2)Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection, the
Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will
set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the
Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work
incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are
necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and
without interruption until physical completion of the listed deficiencies. This process will continue until the
Engineer is satisfied the list ed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice
listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are
necessary to correct those deficienci es pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the performance of
the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in
writing, of the date upon which the work was considered physically complete. That date shall constitute the
Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the
obligations of the Contractor under the contract have been fulfilled.
1-05.11(3)Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and
operable system. Therefore when the work involves the installation of machinery or other mechanical
equipment; street lighting, electrical distribution or sig nal systems; irrigation systems; buildings; or other
similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a
period of time after final inspection but prior to the physical completion date. Whenever items of work are
listed in the Contract Provisions for operational testing they shall be fully tested under operating
conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date.
During and following the test perio d, the Contractor shall correct any items of workmanship, materials, or
equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical
controls, meters, or other devices and equipment to be tested during this period shall be tested under the
observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which
they were installed. The Physical Completion Date cannot be established until testing and corrections
have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete
operational testing, shall be included in the unit contract prices related to the system being tested, unless
specifically set forth otherwise in the p roposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties
or warranties furnished under the terms of the contract.
Add the following new section:
1-05.13 Superintendents, Labor, and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
DIVISION 1 13
Add the following new section:
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
The Contractor shall make necessary arrangements, and shall bear the costs for power and water
necessary for the performance of the work, unless the contract includes power and water as a pay item.
Add the following new section:
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either
before or after execution of the contract, shall affect or modify any of the terms or obligations contained in
any of the documents comprising the cont ract. Such oral agreement or conversation shall be considered
as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in
writing and signed by the Contracting Agency.
Add the following new section:
1-05.18 Record Drawings
This section is supplemented with the following:
The Contractor is fully responsible for maintaining as-constructed records and measurements. Any
measurements taken by the Engineer or Contracting Agency are done for their own benefit and do not
relieve the Contractor from this responsibility.
Show size, material, horizontal, and vertical locations of all existing utilities encountered during
construction.
CAD files (AutoCAD .DWG or .DXF) will only qualify as record drawings if they include the full and
complete record of changes, are scaled correctly, fully annotated, and can be overlaid directly on the
original CAD files to create a legible record set. The Engineer will be the sole determiner if the CAD files
meet these criteria.
Provide a survey record in AutoCAD .DWG format and hard copy (or electronic) of all surveyed as-built
information.
1-06 Control of Material
Section 1-06 is supplemented with the following:
1-06.1 Approval of Materials Prior to Use
Section 1-06.1 is supplemented with the following:
The Contractor shall submit 2 copies of all QPL’s, RAM’s, and shop drawings to:
City of Yelm Public Services Department
901 NW Rhoton Rd,
Yelm, WA 98597
DIVISION 1 14
Attn:Brad Chatwood
1-06.2(1)A Compaction Testing
Add the following new section:
The Contractor will coordinate all testing with a qualified special inspection company, acceptable to the
Owner, to verify proper compaction. The special inspection company shall invoice the Owner directly, no
Contractor markup. The Owner will pay for the initial testing. If tests indicate failure of compaction
requirements, the Contractor shall pay for subsequent tests until tests indicate compliance with the
specifications.
Methods include nuclear densometer, visual inspection, and probing as appropriate for the location being
tested. The Owner may, at their discretion, perform their own testing. Owner’s testing does not relieve the
Contractor of this requirement.
Results of the tests shall be delivered to the Owner and Engineer.
Compaction testing is required at the following locations, unless waived by the Owner.
Utility Trench backfill (visual, probe, and nuclear densometer testing).
o One test per lift within 20 feet of the start of the trench.
o One test per lift every 3 00 feet and at road intersections.
Native subgrade (not including utility trenches) in vehicular areas (visual, probe, nuclear
densometer testing if deemed necessary by the Engineer or Owner). One test per 5,000 square
feet.
Asphalt (probe and nuclear densometer testing per Division 5).
Areas of native undisturbed subgrade shall be visually observed by the Engineer prior to placement of any
material overtop. The Contractor shall coordinate with the Engineer a minimum of two working days prior
to inspection being needed.
Provide safe access for testing and observation personnel and equipment. Testing is a normal component
of work and will not be claim for additional time or cost.
1-06.2(2)B Financial Incentive
(January 4, 2024 AWPA GSP)
Replace the first sentence of this Section with the following:
The maximum Composite Pay Factor shall be 1.00.
1-07 Legal Relations and Responsibilities to the Public
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
DIVISION 1 15
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington Industrial
Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well known place at the project site, all
articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make
known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care,
persons, includ ing employees, who may have been injured on the project site. Employees should not be
permitted to work on the project site before the Contractor has established and made known procedures
for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s
plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper
maintenance, use, or operation. The Contracto r shall be solely and completely responsible for the
conditions of the project site, including safety for all persons and property in the performance of the work.
This requirement shall apply continuously, and not be limited to normal working hours. The required or
implied duty of the Engineer to conduct construction review of the Contractor’s performance does not,
and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or
near the project site.
1-07.2 State Taxes
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax. Sections
1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the
Washington State Department of Revenue for answers to que stions in this area. The Contracting Agency
will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In
some cases, however, state retail sales tax will not be included.Section 1-07.2(2) describes this
exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-
funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a
certificate showing that all contract-related taxes have b een paid (RCW 60.28.051). The Contracting
Agency may deduct from its payments to the Contractor any amount the Contractor may owe the
Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any
amount so deducted will be paid into the proper State fund.
1-07.2(1)State Sales Tax—Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc.,
which are owned by a municipal corporation, or political subdivision of the state, or by the United States,
and which are used primarily for foot or veh icular traffic. This includes storm or combined sewer systems
within and included as a part of the street or road drainage system and power lines when such are part of
the roadway lighting system. For work performed in such cases, the Contractor shall in clude Washington
State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those
that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in
doing the work.
DIVISION 1 16
1-07.2(2)State Sales Tax—Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing
buildings, or other structures, upon real property. This includes, but is not limited to, the construction of
streets, roads, highways, etc., owned by the st ate of Washington; water mains and their appurtenances;
sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and
a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lin es, or
other conduits or lines in or above streets or roads, unless such power lines become a part of a street or
road lighting system; and installing or attaching of any article of tangible personal property in or to real
property, whether or not such per sonal property becomes a part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales
tax on the full contract price. The Contracting Agency will automatically add this sales tax to each
payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit
bid item prices, or in any other contract amount subject to Rule 170, with the following exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a
subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies
not integrated into the project. Such sales taxes shall be i ncluded in the unit bid item prices or in any
other contract amount.
1-07.2(3)Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for
professional or other services (as defined in Washington State Department of Revenue Rules 138 and
244).
1-07.6 Permits and Licenses
This section is supplemented with the following:
The Contractor shall obtain all additional permits necessary, which may include, but not be limited to the
following:
Haul Route
Asbestos Cement Pipe removal and disposal–see 2-02.3(4)
1-07.7 Load Limits
Section 1-07.7 is supplemented with the following:
(March 13, 1995)
If the sources of materials provided by the Contractor necessitates hauling over roads other than State
Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul
routes.
1-07.8 High-Visibility Apparel
1-07.8(1)Traffic Control Personnel
Section 1-07.8(1) is revised to read:
(September 16, 2025)
DIVISION 1 17
All personnel performing the Work described in Section 2-04 (including traffic control supervisors,
flaggers, and others performing traffic control labor of any kind) shall comply with the following:
1.During daylight hours with clear visibility, workers shall wear a high-visibility ANSI/ISEA 107
Type R Class 2 or 3 garment with background material that are fluorescent yellow-green,
fluorescent orange-red, or fluorescent red in color; and a high visibili ty hardhat that is white,
yellow, yellow-green, orange, or red in color; and
2.During hours of darkness (½ hour before sunset to ½ hour after sunrise) or other low-visibility
conditions (snow, fog, etc.), workers shall wear a high-visibility ANSI/ISEA 107 Type R Class
2 or 3 garment with background material that are fluorescent yello w-green, fluorescent
orange-red, or fluorescent red in color; a high-visibility lower garment meeting ANSI/ISEA
107 Class E, and a high visibility hardhat marked with at least 12 square inches of
retroreflective material applied to provide 360 degrees of v isibility.
1-07.9(3) Apprentices
This section is supplemented with the following:
The Contractor shall follow the apprentice requirements in RCW 39.04.300-320 for public projects of the
following sizes and dates:
Projects estimated to cost over $1,500,000 bid on or after July 1, 2026;
Projects estimated to cost over $1,000,000 bid on or after July 1, 2028.
Irrigation and Reclamation Districts not meeting the definition of a municipality under RCW 39.04.010 are
exempt from this requirement unless specifically stated otherwise.
1-07.9(3) Apprentices
(February 17, 2026 APWA GSP)
Supplement this section with the following:
Apprentice Utilization
This Contract includes an Apprentice Utilization Requirement. Fifteen percent or more of project Labor
Hours shall be performed by Apprentices unless Good Faith Efforts are accepted.Apprentice Utilization
will be determined using the Department of Labor and Industries (L&I) online Prevailing Wage Intent &
Affidavit (PWIA) system.
Definitions
For the purposes of this specification the following definitions apply:
1.Apprentice is a person enrolled in a State-approved Apprenticeship Training Program.
2.Apprentice Utilization is the apprentice labor hours, on the project, expressed as a percentage of
project Labor Hours based on certified payrolls or the affidavits of wages paid, whichever is least.
The percentage is not rounded up.
3.Apprentice Utilization Requirement is the minimum percentage of apprentice labor hours required
by the Contract.
DIVISION 1 18
4.Good Faith Effort(s) (GFE)describes the Contractor’s efforts to meet the Apprentice Utilization
Requirement including but not limited to the specific steps as described elsewhere in this
specification.
5.Labor Hours are the total hours performed by all workers receiving an hourly wage who are
subject to prevailing wage requirements for work performed on the Contract as defined by RCW
39.04.310.Labor Hours are determined based on the scope of work performed by the
individuals, rather than the title of their occupations in accordance with WAC 296-127.
6.State-approved Apprenticeship Training Program is an apprenticeship training program approved
by the Washington State Apprenticeship Council.
7.Apprentice Wage Rates are the applicable wage rates that are to be paid for an apprentice
registered in a training program, separate from Journey Level rates, as set by the Washington
State Apprenticeship Training Council and Washington State Department of Labor and Industries
(L&I).
Electronic Reporting
The Contractor shall use the PWIA System to submit the “Apprentice Utilization Plan”. Reporting
instructions are available in the application.
Apprentice Utilization Plan
The Contractor shall submit an “Apprentice Utilization Plan” by filling out the Apprentice Utilization Plan
Form (WSDOT Form 424-004) or other form approved by the Contracting Agency within 30 calendar
days of Contract execution, however no later than the preconstruction meeting, demonstrating how and
when they intend to achieve the Apprentice Utilization Requirement. The Plan shall be in sufficient detail
for the Engineer to track the Contractor’s progress in meeting the utilization requirements. An Appren tice
Utilization Plan shall be updated and resubmitted as the Work progresses or when requested by the
Engineer or other Contracting Agency representative.
If the Contractor is unable to demonstrate the ability to meet the Apprentice Utilization Requirement with
their initial Apprentice Utilization Plan submission, an effort must be made to find additional registered
apprentices to perform on the contract. If after attempts have been made at every tier and every scope,
the Contractor must submit GFE documentation to the Contracting Agency. The Contractor shall actively
seek out opportunities to meet the Apprentice Utilization Requirement during the constructio n Work.
Subcontracts
The Contractor must not require subcontractors to attain more than 15% of a subcontract’s proposed
labor hours for the subcontract’s scope of Work.
Contacts
The Contractor may obtain information on State-approved Apprenticeship Training Programs by using
the Apprentice Registration and Tracking System (ARTS)https://secure.lni.wa.gov/arts-
public/#/program-search or contacting the Department of Labor and Industries directly at:
Specialty Compliance and Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA
98504-4530 or by phone at (360) 902-5320.
Compliance
The Contractor is expected to make attempts to employ Apprentices and shall include the requirement in
any subcontracts at any tier. In the event that the Contractor is unable to achieve the Apprentice
Utilization Requirement, the Contractor shall submit G FE documentation demonstrating the efforts and
DIVISION 1 19
attempts they made. Final GFE documentation shall be submitted to the Contracting Agency after
Substantial Completion but no later than 30 days after Physical Completion.
If the Contractor fails to actively attempt to employ Apprentices, submit GFE documentation, or if the
Engineer does not approve the GFE, the Contractor will be assessed a penalty. The Engineer will
provide the Contractor with a written notice at Final Acc eptance of the project informing the Contractor of
the failure to comply with this specification which will include a calculation of the penalty to be assessed
as provided for in the Payment section in this special provision.
If the Contractor achieves the required Apprentice Utilization an incentive will be assessed with Final
Payment.
Good Faith Efforts
The GFE shall document the attempts (efforts) the Contractor (and any subcontractor at any tier) made
to meet the Apprentice Utilization Requirement. Emails, letters, or other written communications with
letterhead, titles, and contact information are requ ired.
Documentation must include one or more of the following accepted GFEs:
1.Demonstrated Lack of Availability of Apprentices. Correspondence from State-approved
Apprenticeship Training Program(s), with project specific responses confirming there is a lack of
availability of Apprentices for this project.
2.Demonstrated Disproportionate Ratio of Material/Equipment/Products to Labor Hours.
Documentation explaining the bid includes a disproportionate high cost of
material/equipment/products to Labor Hours. (E.g., a $2 M estimated contract includes $1 M or
more in procurement costs of equipment to be installed.)
3.Demonstrated Lack of Necessary Labor Hours. Correspondence from a State-approved
Apprentice Training Programs confirming there is not enough time in the project to meet required
journey level to apprentice training ratios.
4.Demonstrated Lack of Available Approved Programs. Correspondence from State-approved
Apprentice Training Programs, confirming there are no programs that train for the scopes
included/anticipated on the project. Contractor and state programs to submit train ing program
detail needs and details that could be used for future program creation.
5.Funding Precedent. Documentation that shows conflicting, more restrictive, or precedent
requirements for other training on the Project. Examples include, but are not limited to, Tribal
Employment Rights (TERO), Federal Training Hours, or Special Training t hat affect the ability to
use state-registered apprentices.
6.Warranty Work. Documentation from Original Equipment Manufacturers, or similar, confirming
that Work performed must only be completed by certified journey-level installers or risk voiding
warranty, or similar.
7.Other Effort. The Contractor may submit other evidence, documentation, or rationale for not
being able to achieve the required Apprentice Utilization that are not covered in the other efforts
named. Other efforts will still need to be corroborated by an in dependent, knowledgeable third-
party.
DIVISION 1 20
Contractors may receive a GFE credit for graduated Apprentice hours through the end of the calendar
year for all projects worked on as long as the Apprentice remains continuously employed with the same
Contractor/subcontractor they were working for when th ey graduated. If an Apprentice graduates during
employment on a project of significant duration, they may be counted towards a GFE credit for up to one
year after their graduation or until the end of the project (whichever comes first). Determination of
wh ether Contract requirements were met in good faith will be made by subtracting the hours from the
journeyman total reported hours for the project and adding them to the apprentice hour total. If the new
utilization percentage meets the Contract requirement, the Contractor will be reported as meeting the
requirement in good faith.
Approving Good Faith Efforts
The Contracting Agency will review submitted Good Faith Efforts and issue a determination. The
Engineer may request additional information, documentation, evidence or similar in order to approve
such efforts. A determination by the Engineer is final. The a pproved Good Faith Efforts will be loaded
into the PWIA system by the Contracting Agency.
1-07.11(1)Regulatory Authorities
Nondiscrimination Authorities
Section 1-07.11(1)C is revised to read:
(March 9, 2026)
During the performance of this Contract, the Contractor, for itself, its assignees, and successors
in interest agrees to comply with the following nondiscrimination statues and authorities; including
but not limited to:
1.Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), and its
implementing regulations and case law, prohibit discrimination on the basis of race,
color, or national origin. 49 C.F.R. 21.5(b)(2) prohibits a recipient of federa l funds from
utilizing “criteria or methods of administration which have the effect of subjecting
persons to discrimination because of their race, color, or national origin, or have the
effect of defeating or substantially impairing accomplishment of the o bjectives of the
program with respect to individuals of a particular race, color, or national origin.” This
includes taking reasonable steps to provide limited English proficiency (LEP) persons
meaningful access to all programs, activities and services, wh ere necessary to avoid
discrimination on the basis of national origin.
2.The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970,
(42 U.S.C §4601), (prohibits unfair treatment of persons displaced or whose property
has been acquired because of Federal or Federal-aid programs and projects).
3.Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et. seq.), as amended, (prohibits
discrimination on the basis of sex).
4.Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended
(prohibits discrimination on the basis of disability); and 49 C.F.R. Part 27.
5.The Age Discrimination Act of 1975, as amended (42 U.S.C. § 6101 et seq.), (prohibits
discrimination on the basis of age).
6.Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as
amended, (prohibits discrimination based on race, creed, color, national origin, or sex).
DIVISION 1 21
7.The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope,
coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age of
Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by
expanding the definition and terms “programs or activities” to include all of the programs
or activities of the Federal-aid recipients, sub-recipients and contractors, whether such
programs or activities are Federally funded or not).
8.Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on
the basis of disability in the operation of public entities, public and private transportation
systems, places of public accommodation, and certain testing entities(42 U.S.C. §
12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R.
parts 37 and 38.
9.The Federal Aviation Administration’s Nondiscrimination statute (49 U.S.C. § 47123),
(prohibits discrimination on the basis of race, color national origin, and sex).
10.Title IX of the Education Amendments of 1972, as amended, which prohibits you from
discriminating because of sex in education programs or activities (20 U.S.C. 1681 et
seq.).
1-07.11(2)Contractual Requirements
(November 25, 2024 APWA GSP)
Delete item 11 of the first paragraph of Section 1-07.11(2).
1-07.16 Protection and Restoration of Property
1-07.16(1)Private/Public Property
Private Property
Section 1-07.16(1)C is supplemented with the following:
(October 3, 2022)
The Contractor shall not access the worksite from adjacent properties without permission from
the Engineer. The Contractor shall submit a Type 2 Working Drawing to the Engineer in
accordance with Section 1-05.3 prior to accessing the project site from adja cent properties. The
Working Drawing shall include the methods, materials, equipment, and restoration measures
used to access the worksite.
1-07.16(2)Vegetation Protection and Restoration
Section 1-07.16(2) is supplemented with the following:
(August 2, 2010)
Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot
radius for each inch of trunk diameter at breast height.
Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to
twice the radius of the shrub.
Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass the
diameter of the plant as measured from the outer edge of the plant.
DIVISION 1 22
1-07.17 Utilities and Similar Facilities
This section is supplemented with the following:
Locations and dimensions shown on the plans for existing utilities are in accordance with available
information obtained without uncovering, measuring, or other verification unless stated otherwise. Depths,
when shown, are as commonly expected for utilitie s unless surveyed. No guarantee is made or implied
on the location of utilities that were not exposed and measured.
Section 1-07.17 is supplemented with the following:
(October 3, 2022)
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.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1)Preconstruction Conference
(October 21, 2025 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between the
Contractor, the Engineer and such other interested parties as may be invited. The purpose of the
preconstruction conference will be:
1.To review the initial progress schedule;
2.To establish a working understanding among the various parties associated or affected by the work;
3.To establish and review procedures for progress payment, notifications, approvals, submittals, etc.;
4.To review Training or Apprenticeship Plans, when applicable.
5.To discuss FSBE Goals when applicable.
6.To establish normal working hours for the work;
7.To review safety standards and traffic control; and
8.To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1.A breakdown of all lump sum items;
2.A preliminary schedule of working drawing submittals; and
3.A list of material sources for approval if applicable.
DIVISION 1 23
Add the following new section:
1-08.0(2) Hours of Work
(February 17, 2026 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal working
hours for the Contract shall be any consecutive 8-hour period between 7:00 am and 5:00 pm If the
Contractor desires different than the normal working hours stated above, the request must be submitted
in writing prior to the preconstruction conference, subject to the provisions below. The working hours for
the Contract shall be established at or p rior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as noise
ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a
written request to the Engineer for consideration. This request shall state what hours are being
requested, and why. Requests shall be submitted for revie w no later than 5 days prior to the day(s) the
Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to certain other
conditions, which will be detailed in writing. For example:
1.On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the
costs in excess of straight-time costs for Contracting Agency representatives who worked during
such times. (The Engineer may require designated representativ es to be present during the W ork.
Representatives who may be deemed necessary by the Engineer include, but are not limited to:
survey crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other
Contracting Agency employees or third party consultants when, in the opinion of the Engineer,
such W ork necessitates their presence.)
2.Considering the W ork performed on Saturdays, Sundays, and holidays as working days with
regard to the contract time.
3.Considering multiple work shifts as multiple working days with respect to contract time even
though the multiple shifts occur in a single 24-hour period.
4.If a 4-10 work schedule is requested and approved the non-working day for the week will be
charged as a working day.
If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on
certified payroll.
Add the following new section:
1-08.0(3) Days of Work
No work will be allowed on the following days:
New Years Day, Martin Luther King Jr., President’s Day, Memorial Day, June 19 th, July 4 th, Labor
Day, Veteran’s Day, Thanksgiving and the day after, Christmas and the day after.
If any of the above days falls on a Friday, the preceding Thursday. If any of the above days falls on
a Saturday, the preceding Friday. If any of the above days falls on a Sunday, the following Monday.
All Saturdays and Sundays.
DIVISION 1 24
Requests to work on any of the days listed above must be made in writing to the Owner no less than two
weeks prior to the event and include the reason for the request. Approval of any such request is not
guaranteed. If approval is given, each day will be counted as a working day.
1-08.1 Subcontracting
1-08.1(7)A Payment Reporting
(November 25, 2024 APWA GSP
Delete this section and replace it with the following:
1-08.1(7)A VACANT
1-08.1(8)B Clauses Required in Subcontracts of All Tiers
(November 25, 2024 APWA GSP)
Delete item 8 of the second paragraph of Section 1-08.1(8)B.
1-08.1(9)Submittal of Executed Subcontracts
(April 22, 2025 APWA GSP, Option B)
Section 1-08.1(9) content and title are deleted and replaced with the following:
Vacant
1-08.3 Progress Schedule
1-08.3(2)General Requirements
1-08.3(2)A Type A Progress Schedule
(February 17, 2026 APWA GSP)
Revise this section to read:
The Contractor shall submit a Type A Progress Schedule no later than at the preconstruction conference,
or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM)
schedule, bar chart, or other standard schedule format. Regardless of which form at is used, the schedule
shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and accept or return
the schedule for corrections within 15 calendar days of receiving the submittal.
1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(February 17, 2026 APWA GSP)
Notice to Proceed will be given after the C ontract has been executed and the contract bond and evidence
of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence
with the W ork until the Notice to Proceed has been given by the Engineer. The Contractor shall commence
construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise
approved in writing. The Contractor shall diligently p ursue the W ork to the P hysical C ompletion D ate within
DIVISION 1 25
the time specified in the C ontract. Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the W ork within the time(s) specified in the C ontract.
When shown in the Plans, the first order of W ork shall be the installation of high visibility fencing to
delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility
fencing adjacent to the roadway shall occur after the placement of all necessary si gns and traffic control
devices in accordance with 2-04.3. Upon construction of the fencing, the Contractor shall request the
Engineer to inspect the fence. No other W ork shall be performed on the site until the Contracting Agency
has accepted the installation of high visibility fencing, as described in the Contract.
1-08.5 Time for Completion
(February 17, 2026 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the C ontract as it occurs, until the C ontract W ork is physically
complete. If substantial completion has been granted and all the authorized working days have been
used, charging of working days will cease. Each week the Engineer will provide the Contractor a
statement that shows the number of working days: (1) charged to the C ontract the week before; (2)
specified for the physical completion of the C ontract; and (3) remaining for the physical completion of the
C ontract. The statement will also show the nonworking days and all partial or whole days the Engineer
declares as unworkable. The statement will be identified as a Written Determination by the Engineer. If
the Contractor does not agree with the Written Dete rmination of working days, the Contractor shall
pursue the protest procedures in accordance with Section 1-04.5. By failing to follow the procedures of
Section 1-04.5, the Contractor shall be deemed as having accepted the statement as correct. If the
Contr actor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of
the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day
of that week will be charged as a working day whether or not the Contractor works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the C ompletion D ate of the C ontract after all the
Contractor’s obligations under the C ontract have been performed by the Contractor. The following
events must occur before the Completion Date can be established:
1.The physical Work on the project must be complete; and
2.The Contractor must furnish all documentation required by the Contract and required by law, to allow
the Contracting Agency to process final acceptance of the C ontract. The following documents must be
received by the Engineer prior to establishing a completion date:
a.Certified Payrolls (per Section 1-07.9(5)).
b.Material Acceptance Certification Documents
c.Monthly Reports in DMCS of the amounts paid including the final payment confirmation to all firms
required by Section 1-08.1(7)A if applicable
d.Final Contract Voucher Certification
e.Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
subcontractors
f.A copy of the Notice of Termination sent to the Washington State Department of Ecology
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by
Ecology; and no rejection of the Notice of Termination by Ecology. Th is requirement will not apply
DIVISION 1 26
if the Construction Stormwater General Permit is transferred back to the Contracting Agency in
accordance with Section 8-01.3(16).
g.Property owner releases per Section 1-07.24
1-09 Measurement and Payment
1-09.2 Weighing Equipment
1-09.2(1)General Requirements for Weighing Equipment
(November 25, 2024 APWA GSP, Option B)
Revise item 4 of the fifth paragraph to read:
4.Test results and scale weight records for each day’s hauling operations are provided to the Engineer
daily. Reporting shall utilize WSDOT form 422-027LP, Scaleman’s Daily Report, unless the printed
ticket contains the same information that is on the Scale man’s Daily Report Form. The scale operator
must provide AM and/or PM tare weights for each truck on the printed ticket.
1-09.2(1)General Requirements for Weighing Equipment
(July 8, 2024.Option C)
Revise the sixth and seventh paragraph to read:
Trucks and Tickets–Each truck to be weighed shall bear a unique identification number. This number
shall be legible and in plain view of the scale operator. The Contractor shall provide Electronic tickets
or Physical tickets for all weighed materials. All Tickets shall, r egardless of medium, at a minimum,
contain the following information:
1. Date of haul;
2. Contract number;
3. Contract unit Bid item;
4. Unit of measure;
5. Identification number of hauling vehicle; and
6. Weight delivered:
a. Net weight in the case of batch and hopper scales.
b. Gross weight, tare (a.m. and p.m. minimum) and net weight in the case of platform scales
(tare may be omitted if a tare beam is used).
c. Approximate load out weight in the case of belt conveyor scales.
Electronic-tickets shall be uploaded to the designated site so that they can be accessed by the material
receiver at the material delivery point. Physical tickets shall be handed to the inspector at the delivery
point at the time materials are delivered. T he material delivery point is defined as the location where
the material is incorporated into the permanent Work. The Contractor’s representative shall make report
summaries available to the Engineer’s designated receiver, not later than the end of shift,for
reconciliation. Tickets for loads not verified as delivered will receive no pay.
DIVISION 1 27
1-09.2(5)Measurement
(December 30, 2022 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks–At the Engineer’s discretion, the Engineer may perform verification checks
on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work.
1-09.6 Force Account
(December 30, 2022 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid
per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become
a part of Contractor's total bid. However, th e Contracting Agency does not warrant expressly or by
implication, that the actual amount of work will correspond with those estimates. Payment will be made on
the basis of the amount of work actually authorized by the Engineer.
1-09.9 Payments
(February 17, 2026 APWA GSP, Option B)
Delete the fourth paragraph and replace it with the following:
Progress payments for completed Work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
Work, and successive progress estimates will be made every month thereafter until the Completion Date.
Progress estimates made during progress of the Work are tentative, and made only for the purpose of
determining progress payment. The progress estimates are subject to change at any time prior to the
calculation of the Final Payment.
The value of the progress estimate will be the sum of the following:
1.Unit Price Items in the Bid Form—the approximate quantity of acceptable units of Work completed
multiplied by the unit price.
2.Lump Sum Items in the Bid Form—based on the approved Contractor’s lump sum breakdown for
that item, or absent such a breakdown, based on the Engineer’s determination.
3.Materials on Hand—100 percent of invoiced cost of material delivered to Job site or other storage
area approved by the Engineer.
4.Change Orders—entitlement for approved extra cost or completed extra Work as determined by
the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1.Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2.The amount of Progress Payments previously made; and
3.Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
DIVISION 1 28
Progress payments for Work performed shall not be evidence of acceptable performance or an admission
by the Contracting Agency that any Work has been satisfactorily completed. The determination of
payments under the Contract will be final in accordance wit h Section 1-05.1.
The sixth paragraph of Section 1-09.9 is deleted.
1-09.11 Disputes and Claims
1-09.11(3)Time Limitation and Jurisdiction
(December 30, 2022 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims or
causes of action which the Contractor has against the Contracting Agency arising from the Contract shall
be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by
the Contracting Agency; and it is further agreed that all such claims or causes of action shall be brought
only in the Superior Court of the county where the Contracting Agency headquarters is located, provided
that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The
parties understand and agree that the Contractor’s failure to bring suit within the time period provided, shall
be a complete bar t o all such claims or causes of action. It is further mutually agreed by the parties that
when claims or causes of action which the Contractor asserts against the Contracting Agency arising from
the Contract are filed with the Contracting Agency or initiate d in court, the Contractor shall permit the
Contracting Agency to have timely access to all records deemed necessary by the Contracting Agency to
assist in evaluating the claims or action.
1-09.13 Claims Resolution
1-09.13(3)A Arbitration General
(January 19, 2022 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator,
and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county
in which the Contracting Agency’s headquarters is located, provided that where claims subject to arbitration
are asserted against a county, RCW 36.01.050 shall control venue and jurisdiction of the Superior Court.
The decision of the arbitrator and the specific basis for the decision shall be in writi ng. The arbitrator shall
use the Contract as a basis for decisions.
1-09.13(4)Venue for Litigation
(December 30, 2022 APWA GSP)
Revise this section to read:
Litigation shall be brought in the Superior Court of the county in which the Contracting Agency’s
headquarters is located, provided that where claims are asserted against a county, RCW 36.01.050 shall
control venue and jurisdiction of the Superior Court. I t is mutually agreed by the parties that when litigation
occurs, the Contractor shall permit the Contracting Agency to have timely access to all records deemed
necessary by the Contracting Agency to assist in evaluating the claims or action.
DIVISION 1 29
Add the following new section:
1-09.14 Attorney Fees
In the event any action is filed in connection with the Contract, the substantially prevailing party shall be
entitled to recover its costs and a reasonable sum for attorney fees. The parties further agree that the
substantially prevailing party shall be e ntitled to recover its costs and a reasonable sum for attorney fees
incurred through any Final Order as a result of an Appeal.
END DIVISION 1
DIVISION 1 30
Division 2
Temporary Features
2-01 Mobilization
Replace this section in its entirety with the following:
2-01 Mobilization/Demobilization
2-01.3 Construction Requirements
Mobilization consists of preconstruction expenses, administration, preparatory work, and indirect
operations performed by the Contractor prior to and during initial phases of the Work. Demobilization
consists of costs and work associated with removal of eq uipment and materials, site cleanup, and project
closeout, unless such work is specifically identified in other bid items.
Public Convenience and Safety
Construction Requirements
Construction Under Traffic
This section is supplemented with the following:
Where flagging is used for traffic control, traffic shall not be stopped for more than 5 minutes.
The following locations have specific delay requirement:
If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may
adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the
closure hours. Exceptions to these restrictions are list ed below and when applicable take precedence
over closures listed above. The Engineer may also consider on a case-by-case basis additional
exceptions following a written request by the Contractor.
Lane, ramp, shoulder, and roadway closures are not allowed on any of the following:
1.A holiday,
2.A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are
considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the
holiday.
3.After 2 p.m.on the day prior to a holiday or holiday weekend, and
4.Before 10 a.m.on the day after the holiday or holiday weekend.
5.The two-hour period prior to and the two-hour period after the following special events:
-At City’s discretion
It shall be the Contractor’s responsibility to obtain the dates and times of all events.
DIVISION 2 1
Traffic Delays
When Automated Flagger Assistance Devices (AFADs) or flaggers are used to control traffic, traffic
shall not be stopped for more than 5 minutes at any time. All traffic congestion shall be allowed to
clear before traffic is delayed again.
If the delay becomes greater than 5 minutes, the Contractor shall immediately begin to take action to
cease the operations that are causing the delays. If the 5 minute delay limit has been exceeded, as
determined by the Engineer, the Contractor shall provide to the Engineer, a written proposal to revise
their work operations to meet the 5 minute limit. This proposal shall be accepted by the Engineer prior
to resuming any work requiring traffic control.
There shall be no delay to medical, fire, or other emergency vehicles. The Contractor shall alert all
flaggers and personnel of this requirement.
General Restrictions
Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow
unless expressly allowed in an accepted traffic control plan. Construction vehicles shall be equipped
with flashing or rotating amber lights.
No two consecutive on-ramps, off-ramps, or intersections shall be closed at the same time and only
one ramp at an interchange shall be closed, unless specifically shown in the Plans.
Roads or ramps that are designated as part of a detour shall not be closed or restricted during the
implementation of that detour, unless specifically shown in the Plans.
Controlled Access
No special access or egress shall be allowed by the Contractor other than normal legal movements
or as shown in the Plans.
Contractor’s vehicles of 10,000 GVW or greater shall not exit or enter a lane open to public traffic
except as follows:
Egress and ingress shall only occur during the hours of allowable lane closures, and:
1.For exiting an open lane of traffic, by decelerating in a lane that is closed during the
allowable hours for lane closures.
2.For entering an open lane of traffic, by accelerating in a closed lane during the allowable
hours for lane closures.
Traffic control vehicles are excluded from the gross vehicle weight requirement. If placing construction
signs will restrict traveled lanes, then the work will be permitted during the hours of allowable lane
closures.
Advance Notification
The Contractor shall notify the Engineer in writing of any traffic impacts related to lane closure,
shoulder closure, sidewalk closure, or any combination for the week by 12:00 p.m. (noon) Wednesday
the week prior to the stated impacts.
The Contractor shall notify the Engineer in writing ten working days in advance of any traffic impacts
related to full roadway closure, ramp closure, or both.
DIVISION 2 2
The Contractor shall notify the Engineer in writing of any changes to the stated traffic impacts a
minimum of 48 hours prior to the traffic impacts.
Add the following new section:
2-03.3(4) Temporary Road Closures
Closures to through traffic on Creek Street will not be allowed between the hours of 5 a.m. and 8 p.m.
unless approved by the Engineer. The Contractor shall phase work to allow at least one pedestrian
accessible route along Creek Street at all times.
Closures to through traffic on 103 rd Ave SE will be allowed only by approval from the Engineer.
Closures to through traffic on State Route 507 will not be allowed at any time during construction.
Local access to the school, individual residences and emergency vehicle access shall be maintained
at all times. The Contractor shall maintain all necessary construction signs during non-working hours.
The Contractor shall maintain driveway approach access to adjacent properties at all times. This
includes temporary construction and maintenance of gravel approaches as well as construction of
concrete driveway approaches half at a time (unless otherwise agreed upon by the property owner
and Engineer) with sufficient cure time between concrete pours as defined in the standard
specifications. The Contractor shall coordinate construction of driveway approaches with individual
property owners and provide a minimum of 2 business days’ notice prior to driveway approach
construction.
Road closure notices shall be published by the contractor at least one week in advance in the local
newspaper.
Temporary Traffic Control
Materials
Construction Signs
Section 9-35.2 is revised to read:
(January 5, 2026)
Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements
of NCHRP Report 350 for Category 2 devices or MASH. Except as noted below, any sign/sign stand
combination that satisfies these requirements will be acceptabl e. Post mounted Class A construction
signs shall conform to the requirements of this section and additionally shall conform to the
requirements stated in Section 9-28.
Aluminum sheeting shall be used to fabricate all construction signs. The signs shall have a minimum
thickness of 0.080 inches and a maximum thickness of 0.125 inches.
All construction signs shall be fabricated with reflective sheeting in accordance with Section 9-28.12.
All post mounted signs shall use a nylon washer between the twist fasteners (screw heads, bolts or
nuts) and the reflective sheeting.
The use of plywood, fiberglass reinforced plastic, fabric rollup signs, and any other previously
approved sign materials except aluminum or aluminum composite is prohibited.
DIVISION 2 3
All Class A and Class B signs shall utilize materials and be fabricated in accordance with Section 9-
28 and the Washington State Sign Fabrication Manual M 55-05. A fabrication decal as stated in
Section 9-28.1 is not required for construction signs.
Barricades
Section 9-35.6 is revised to read:
(January 5, 2026)
Barricades shall conform to the requirements of the MUTCD. The alternating orange and white
reflective bands shall be fabricated with reflective sheeting in accordance with Section 9-28.12.
Traffic Safety Drums
The third and fourth paragraphs of Section 9-35.7 are revised to read:
(January 5, 2026)
Until December 31, 2026, traffic safety drums may have 4-inch or 6-inch reflective bands fabricated
from Type III or Type IV or higher sheeting type as described in Section 9-28.12.
Beginning January 1, 2027, traffic safety drums shall have 6-inch reflective bands. A minimum of 4
reflective horizontal bands, alternating fluorescent orange and white starting with the top stripe being
fluorescent orange, shall be used. Reflective bands shall be fabricated from Type IV or higher
(reflective sheeting as described in Section 9-28.12. Drums of different reflective band types shall not
be intermixed within the same closure. When recommended by the manufacturer, drums shall be
treated to ensure proper adhesion of the reflective sheeting.
Traffic Cones
The last paragraph of Section 9-35.9 is revised to read:
(January 5, 2026)
White reflective bands shall be fabricated with reflective sheeting in accordance with Section 9-28.12.
Tubular Markers
The last paragraph of Section 9-35.10 is revised to read:
(January 5, 2026)
White reflective bands shall be fabricated with reflective sheeting in accordance with Section 9-28.12.
When recommended by the manufacturer, tubular markers shall be treated to ensure proper adhesion
of the reflective sheeting.
42-Inch Tall Channelizing Devices
The third and fourth paragraphs of Section 9-35.13 are revised to read:
(January 5, 2026)
Until December 31, 2026, 42-inch tall channelization devices may have 4-inch or 6-inch reflective
bands fabricated from Type III or Type IV or higher sheeting type as described in Section 9-28.12.
Beginning January 1, 2027, 42-inch tall channelization devices shall have 6-inch reflective bands. A
minimum of 4 reflective horizontal bands, alternating fluorescent orange and white starting with the
top stripe being fluorescent orange, shall be used. Reflective bands shall be fabricated from Type IV
or higher IV (reflective sheeting as described in Section 9-28.12. 42-inch tall channelization devices
of different reflective band types shall not be intermixed within the same closure. When recommended
DIVISION 2 4
by the manufacturer, 42-inch tall channelization devices shall be treated to ensure proper adhesion
of the reflective sheeting.
Pedestrian Channelizing Devices
Section 9-35.16 is revised to read:
(January 5, 2026)
When exposed to vehicular traffic, pedestrian channelizing devices shall meet the crashworthiness
requirements of NCHRP 350 or MASH as described in Section 2-04.3(3). The bottom and top surfaces
of the pedestrian channelizing device shall have 6-inch reflective bands matching the body color of
the device fabricated from reflective sheeting as described in Section 9-28.12.
Traffic Control Management
Section 2-04.3(1) is supplemented with the following:
(October 3, 2022)
The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
https://www.nwlett.edu
Evergreen Safety Council
12545 135 th Ave. NE
Kirkland, WA 98034-8709
1-800-521-0778
https://www.esc.org
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
https://atssa.com/training
Integrity Safety
13912 NE 20th Ave.
Vancouver, WA 98686
(360) 574-6071
https://www.integritysafety.com
US Safety Alliance
(904) 705-5660
https://www.ussafetyalliance.com
K&D Services Inc.
2719 Rockefeller Ave.
Everett, WA 98201
(800) 343-4049
DIVISION 2 5
https://www.kndservices.net
2-04.3(1)B Traffic Control Supervisor (TCS)
The last paragraph is revised to read:
The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 1-10.3(1)B Other
Traffic Control Labor, however, all compensation shall be included in the lump sum bid price for Traffic
Control Supervisor unless specified otherwise in 1-10.5(2). If TCS duties are not being performed to the
satisfaction of the Engineer, this provision will be revoked.
2-04.3(2) Traffic Control Plans
This section is supplemented with the following:
Where no project specific traffic control plans have been provided in the Contract Documents, WSDOT
Work Zone Typical Traffic Control Plans shall be used.
2-04.3(4)B Other Traffic Control Labor
This section is supplemented with the following:
Personnel needed to ensure construction equipment is operating without encroaching into traveled ways
and/or needed to guide construction equipment through the workzone shall be incidental to the project.
2-04.3(6)A Construction Signs
The third paragraph is supplemented with the following:
Class B signs are allowed on this project, including locations where signs may be in place for more than
3 days.
END DIVISION 2
DIVISION 2 6
Division 3
Earthwork
3-01 Clearing, Grubbing, and Roadside Cleanup
3-01.1 Description
Supplement this section with the following:
The Contractor shall perform clearing and grubbing within the construction limits, as necessary to perform
the work. The limits of clearing and grubbing shall be staked and flagged by the Contractor for approval
by the Engineer prior to construction.
3-01.2 Disposal of Usable Material and Debris
3-01.2(1) Disposal Method No. 1–Open Burning
Replace this section with the following:
Open burning is prohibited under this contract.
3-01.3 Construction Requirements
3-01.3(1) Clearing
Supplement this section with the following:
Removal of trees for utility trenching shall include removal of the stump and root ball within 3 feet of
the pipe on all sides.
Removal of trees for site improvements shall include removal of the entire stump and root ball.
Move any existing materials stockpiled in the work zone as necessary to perform the work. Do not
dispose without written permission of the owner of said materials. Return materials back to their
approximate original locations at completion of construction.
Item number 1 of Section 3-01.3(1) is revised to read:
(April 2, 2018)
1.Trees identified for removal shall be felled into the Contracting Agency right of way or areas that
will be cleared of vegetation.
3-01.3(1)A Root Protection
The following section is new:
Roots on living trees, shrubs, or hedges that are to be retained may be encountered during the
work. Notify the Owner of root systems when discovered. Hand dig where machine excavation
may irreparably damage the vegetation.
Where, in the Owner’s opinion, hand digging is impractical, or root systems must be cut, the
Owner will determine if the new work will be relocated, or if the work shall continue and will
determine the acceptable methods for cutting and treating roots.
DIVISION 3 1
The Owner will determine if the work to avoid, cut, treat, or otherwise accommodate the existing
vegetation is payable by Force Account. Force Account will only be considered for locations of
impacted vegetation that are not noted on the plans.
3-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
3-02.3 Construction Requirements
3-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
Supplement Item 1 of this section with the following:
Arrange to dispose of waste at no expense to the Contracting Agency and any such disposal shall
meet the requirement of section 2-03.3(7)C of the Standard Specifications.
Supplement this section with the following:
The approximate thickness of the asphalt pavement to be removed is 3-inches.
The approximate thickness of concrete sidewalk to be removed is 4-inches.
3-02.3(4) Asbestos Handling and Disposal
The following section is new:
Prior to and during the performance of any contract work, the Contractor shall verify that no asbestos-
containing materials are involved or will be disturbed. If the Contractor discovers hazardous asbestos
materials, they shall notify the Owner as to where hazardous asbestos materials are located. Due to
the OSHA Right to Know Laws, the Owner is required to notify the Contractor that hazardous asbestos
materials exist or if not known but discovered, the Owner is required to mitigate the removal of the
hazar dous asbestos materials.
When asbestos is encountered, the Contractor shall be responsible for obtaining all permits from, and
provide notification to, the Washington State Department of Labor and Industries, the U.S. EPA, the
local air pollution control agency, and other permitti ng and regulatory agencies with jurisdiction over
the work involving asbestos as the law requires.
Prior to commencing asbestos related work, the Contractor shall provide the Engineer with written
verification of approvals and notification that have been given and/or obtained from the required
jurisdictional agencies, and the Contractor’s schedule for a ll work involving asbestos removal. The
schedule shall include the sequencing and scheduling of asbestos-related work, and coordination
with subcontractors. The Contractor shall notify the Engineer when all approvals have been received
and notifications ha ve been made, as required by the agencies involved.
The Contractor shall ensure the safety of all workers, visitors to the site, and the general public in
accordance with all applicable laws, rules, and regulations.
The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to personally
supervise the asbestos removal and to ensure that the handling and removal of asbestos is
accomplished by certified asbestos workers, pursuant to Washington State Department of Labor and
Industries standards. The Contractor shall ensure that the removal and disposal of asbestos meets
the requirements of EPA regulations 40 CFR Part 61, local health department regulations, and all
other applicable regulations.
DIVISION 3 2
3-02.3(4)A Asbestos-Cement Pipe Removal or Abandonment
The following section is new:
Description
The Contractor shall remove or abandon in place asbestos-cement (AC) pipe where shown on
the Plans, as may be required where out-of-service asbestos-cement water main intrudes or may
intrude into or otherwise interfere with the Work, and/or as may be direc ted by the Engineer. The
work under this section includes handling and disposing the AC pipe, together with any asbestos
containing waste materials such as pipe fragments, protective clothing, HEPA filters,
decontamination rinse water, asbestos-contaminate d containers and debris.
For the purposes of this contract, and regulatory compliance, AC pipe shall be considered
nonabsorbent, friable asbestos-containing material. For the purposes of WAC 296-62-077 and
296-65, the work under this section shall be classified as “Class II asbest os work.” Asbestos is
classified as a Class 9 hazardous material, Identification Number NA 2212, under CFR Title 49
“Transportation.”
Under no circumstances will review, approval, or acknowledgement of the Contractor’s proposed
or actual activities by the Contracting Agency or Engineer relieve the Contractor from
responsibility to comply with all asbestos regulations.
Certifications
The Contractor shall designate a Competent Person [a Washington State Certified Asbestos
Supervisor (CAS)] to personally supervise the removal, handling, and disposal of the asbestos,
and to ensure that the Work involving the asbestos is accomplished by ce rtified asbestos workers
pursuant to the requirements of the Washington State Department of Labor and Industries, and
federal law. The CAS shall be on-site during removal and handling of the asbestos, including
cutting the pipe, placing and sealing the asb estos in containers, labeling the containers for
transport and disposal, and loading the containers into the transport vehicle(s) that will remove
the material from the site.
All work must be performed by certified asbestos workers unless the Contractor provides
documentation that the work does not qualify as an “asbestos project” as defined in WAC 296-
62-07722(3)(ii)(C). Documentation includes L&I approval of the asbestos trai ning program as
defined in WAC 296-65-015.
After existing AC pipe is exposed, the CAS will be allowed to determine if the pipe is friable or
non-friable, and based on such determination the CAS may propose alternate methods for
working with AC pipe than are described herein. Such determination will not change the general
scope of the work to remove and/or abandon pipe where specified.
Prior to commencing asbestos related work, the Contractor shall furnish the Engineer with copies
of the current certifications for the CAS and asbestos workers.
Permits and Notifications
The Contractor shall ensure that the removal, handling, haul, and disposal of the waste asbestos
meets the requirements of EPA regulation 40 CFR Part 61, local health department regulations,
Federal Motor Carrier Safety Act, all other applicable regulation s, and these contract provisions.
Prior to performing any contract work, the Contractor shall obtain all permits from, and provide
notification to, the Washington State Department of Labor and Industries,the Puget Sound Air
DIVISION 3 3
Pollution Control Authority (PSCAA),and other permitting and regulatory agencies with
jurisdiction over the work involving asbestos as the law requires.
Prior to commencing asbestos related work, the Contractor shall provide the Engineer with
written verification, including copies, of approvals and notifications that have been given and/or
obtained from the required jurisdictional agencies (WAC 296-65-020), and the Contractor’s
schedule for all work involving asbestos activities. The schedule shall include the sequencing
and scheduling of asbestos related work, identify the proposed waste disposal site, and describe
the site cleanup procedures. The proposed waste disposal site shall be located in the State of
Washington, and shall be permitted to accept asbestos waste material.
Procedures
The Contractor shall ensure the safety of all workers, visitors to the site, and the general public
in accordance with all applicable laws, rules, and regulations. Work areas involving asbestos,
including areas of removal and handling AC and associated mat erials, shall be controlled, clearly
marked with barriers and asbestos warning signs, Access to the controlled area shall be
restricted to authorized personnel only.
Wet methods using appropriate equipment, wetting agents and methods as set forth in Section
4.05(b) of the PSCAA’s Regulation III and not prohibited under WAC 296 62 07712(4), are the
presumed standard controls and practices for the work.More specifically, following the work
procedures described in Appendices A and C in the “Evaluation of Asbestos Exposures During
Selected Procedures Involving Underground Asbestos Containing Pipe” (by Schumacher and
Associates under contract with the Snoho mish County PUD, as published by the Washington
Education Training and Resource Center, WETRC). Using proper procedures while cutting pipe
with a hand operated carbide wheel, cutting pipe with a hand saw, installing a repair band onto
a pipe, cutting pipe with a snap cutter, and installing a tap while the pipe is under pressure can
keep asbestos ex posure below the permissible exposure limits. Use of alternative controls and
practices as recognized in Chapter 296 62 WAC, or that may result in time-weighted average or
excursion concentrations exceeding permissible exposure limits, will require initial and
subsequent air monitoring, exposure assessments, supplemental control measures,
establishment of regulated area, and associated actions as provided in WAC 296 62-07712(10)(f)
and WAC 296 62-07711.
All AC water pipe designated for removal as shown on the Plans, that has been determined to
potentially or actually interfere with the Work, or as may be directed by the Engineer for removal,
and any asbestos containing waste materials, including pipe frag ments, protective clothing,
HEPA filters and asbestos-contaminated containers and debris, shall be sealed in a leak tight
container or containers as soon as possible after removal, but no later than the end of each work
shift. If disposal bags are used to contain and transport the removed asbestos cement materials,
the bags shall be: specifically formulated and approved for asbestos material removal, haul, and
disposal; a minimum thickness of 6-mil.; and yellow in color. All containers shall be labeled,
in cluding asbestos warning, in accordance with regulatory requirements.
Immediately following placement and sealing of the asbestos containing materials in a bag or
bags, the sealed bags shall be placed and sealed in a second bag. Each leak-tight container
shall be permanently marked with the name of the waste generator (e.g.,City of Yelm Public
Services), date, location (address) of the generated waste, and quantity of material within the
container.
For AC pipe designated on the plans to be abandoned in place, the pipe shall be filled completely
with flowable grout or controlled density fill. Provide injection and vent ports if there are not
DIVISION 3 4
enough useable existing lateral connections or service taps. Provide a filling plan to the Engineer
for review and approval no less than two weeks prior to starting. Crushing and burying AC pipe
is not allowed.
Haul and Disposal
Properly sealed and labeled containers of removed asbestos shall be hauled from the site and
disposed at a waste site permitted to accept such waste. Such containers of removed asbestos
may be temporarily stored in an on-site location agreed to by the Cont ractor, Contracting Agency,
and jurisdictional road agency provided that the location is secured and signed in accordance
with applicable rules and regulations. If a mutually acceptable on-site location for the secure,
temporary storage of the containers c annot be determined, the Contractor shall remove the
containers from the site no later than the end of each work shift. In no event shall the Contractor
allow the removed asbestos and containers to remain on private property, or to be transshipped
to an in termediate off-site storage area or comingled with other materials. The Contractor shall
dispose asbestos within 10 days of removal in accordance with the provisions of Section 4.07 of
the PSCAA’s Regulation III.
Transportation vehicles and drivers that move the asbestos waste material from the project to
the disposal site shall comply with federal and state labeling, shipment record-keeping, and
licensing requirements.
The Contractor shall be responsible to track the removed asbestos using the disposal site’s or
Contracting Agency’s prescribed Waste Material Shipment Record form or if one does not exist,
the form available on the Puget Sound Clean Air Agency website, and to ensure that the requisite
signatures are obtained of the material transfer and disposal process. The material information
on the form shall provide a direct correlation between the removed asbestos, the sealed and
labeled containers of removed asbestos, and the transported and disposed containers of
removed asbestos. The Contractor shall provide the original copy of the completed Waste
Material Shipment Record form(s) to the Engineer within 10-calendar day following disposal.
3-03 ROADWAY EXCAVATION AND EMBANKMENT
3-03.1 Description
Supplement this section with the following:
The work shall include excavation and embankment necessary to construct temporary driveway accesses
for all residences and businesses and shall include sawcutting and removal of existing pavement as shown
in the plans.
3-05 Subgrade Preparation
3-05.3 Construction Requirements
3-05.3(2) Subgrade for Pavement
Supplement this section with the following:
Prior to placing paving, the prepared subgrade shall be proof-rolled with a fully-loaded dump truck or
equivalent to identify any soft or unsuitable material. All soft or otherwise unsuitable material shall be
removed to the satisfaction of the Owner and replaced with suitable material compacted as specified
herein
DIVISION 3 5
3-06 WATERING
3-06.1 Description
Supplement this section with the following:
The Contractor shall control dust at all times throughout the project, including weekends and holidays.
Watering, or other approved dust control measures, are required whenever dust conditions are present on
the roadway, on adjacent streets when dust resul ts from construction activities, and on cut and fill slopes
as determined by the Owner. The Contractor shall obtain a source of water at their expense.No separate
payment will be made for dust control.
3-06.2 Watering for Compaction
The following section is new:
Cost for watering is incidental to the contract. Contractor shall provide watering as necessary to achieve
optimal moisture content for compaction. The Contractor shall coordinate with a water purveyor, who may
require a meter and backflow preventer setup for construction water. The maximum flow rate allowed from
this meter may be restricted at the purveyor’s discretion. The Contractor is responsible for protection of
the meter assembly from theft, vandalism, damage, and freezing.
3-07 STRUCTURE EXCAVATION
3-07.3 Construction Requirements
3-07.3(1) General Requirements
3-07.3(1)E Backfilling
Supplement this section with the following:
Cure CDF used for fill or pipe encasement for the following minimum durations prior to placement
of any material directly over the CDF. CDF must also have reached a stiffness that will resist
movement regardless of the minimum duration noted. If traffic mu st be restored prior to the
duration stated, or the open excavation must be closed for safety, span the excavation with
temporary plating appropriate for the anticipated loading. Cold weather may require more time.
Curing accelerators may be used to reduce these times.
Pipe encasement at least 2 ft below grade: 4 hours.
Any use 2 ft or less below grade that may receive construction traffic: 24 hours.
Vehicular traffic under 5,000 lbs per axle: 48 hours
Vehicular traffic over 5,000 lbs per axle: 72 hours
Permanent structures: 7 days.
END DIVISION 3
DIVISION 3 6
Division 5
Surface Treatments and Pavements
5-04 Hot Mix Asphalt
(December 12, 2025 APWA GSP)
Delete Section 5-04 and replace it with the following:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA)
on a prepared foundation or base in accordance with these Specifications and the lines, grades,
thicknesses, and typical cross-sections shown in the Pl ans. The manufacture of HMA may include warm
mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic
additives, chemical additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the
proportions specified to provide a homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement (RAP)9-03.8(3)B, 9-03.21
Reclaimed Asphalt Shingles (RAS)9-03.8(3)B, 9-03.21
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
The Contract documents may establish that the various mineral materials required for the manufacture of
HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish
the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be
required to furnish such materials in the amounts required for the designated mix. Mineral materials
include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The
RAP may be from pavements removed under the Contract, if any, or pavement material from an existing
stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or
testing of the RAP.
If the Contractor wishes to utilize High RAP/Any RAS, the design must be listed on the WSDOT Qualified
Products List (QPL).
DIVISION 5 1
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different
sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20
percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the
process that is proposed and how it will be used in the m anufacture of HMA.
Production of aggregates shall comply with the requirements of Section 3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles
shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please
follow the WSDOT process outlined in Standard Specification 5-04.2(1).
5-04.2(1)A Vacant
5-04.2(2) Mix Design-Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the Contract
documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
pavement, and pavement repair. Other nonstructural applications o f HMA accepted by commercial
evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by
commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is
accepted by commercial evaluation will be excluded from the quantities used in the determination of
nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the Contractor shall provide one
of the following mix design verification certifications for Contracting Agency review;
The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix
design verification certifications listed below.
The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp &
signature) of a valid licensed Washington State Professional Engineer. * (see below)
The Mix Design Report for the proposed HMA mix design developed by a qualified City or County
laboratory that is within one year of the approval date. * (see below)
The mix design shall be performed by a lab accredited by a national authority such as Laboratory
Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering
Council (CMEC’s) ISO 17025 or AASHTO Accreditation Progr am (AAP) and shall supply evidence of
participation in the AASHTO: resource proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall:
DIVISION 5 2
Be designed for 1 million equivalent single axle loads (ESALs).
Have the aggregate structure and asphalt binder content determined in accordance with WSDOT
Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that
Hamburg testing for ruts and stripping are at the discretion of the En gineer, and 9-03.8(6).
Have anti-strip requirements, if required, for the proposed mix design determined in accordance
with AASHTO T 283 or T 324 or based on historic anti-strip and aggregate source compatibility
from previous WSDOT lab testing.
*At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months
from the original verification date with a certification from the Contractor that the materials and sources
are the same as those shown on the original mix desig n.
Commercial Evaluation Mix Design.Approval of a mix design for “Commercial Evaluation” will be
based on a review of the Contractor’s submittal of WSDOT Form 350-042 (for commercial mixes,
AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of
th e processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design
approval is not required.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a
compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the follo wing:
Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in
the production of mixtures.
Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe
the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of
the following year without written concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface temperatures are less than those
specified below, or when weather conditions otherwise prevent the proper handling or finishing of the
HMA.
Minimum Surface Temperature for Paving
Compacted Thickness
(Feet)Wearing Course Other Courses
Less than 0.10 55°F 45°F
0.10 to .20 45°F 35°F
More than 0.20 35°F 35°F
DIVISION 5 3
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section shall apply.
The Contractor shall keep intersections open to traffic at all times except when paving the intersection or
paving across the intersection. During such time, and provided that there has been an advance warning
to the public, the intersection may be closed for the minimum time required to place and compact the
mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate
the finish roll ing of the pavement and to shorten the time required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed, and signs shall also be placed
marking the detour or alternate route.
During paving operations, temporary pavement markings shall be maintained throughout the project.
Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-2 3.
All costs in connection with performing the Work in accordance with these requirements, except the cost
of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items
involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following requirements:
1.Equipment for Preparation of Asphalt Binder–Tanks for the storage of asphalt binder shall be
equipped to heat and hold the material at the required temperatures. The heating shall be
accomplished by steam coils, electricity, or other approved means so that no flame shall be in
contact with the st orage tank. The circulating system for the asphalt binder shall be designed to
ensure proper and continuous circulation during the operating period. A valve for the purpose of
sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the
mixer.
2.Thermometric Equipment–An armored thermometer, capable of detecting temperature ranges
expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the
charging valve at the mixer unit. The thermometer location shall be convenient and safe for
access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer,
a mercury actuated thermometer, an electric pyrometer, or another approved thermometric
instrument placed at the discharge chute of the drier to automatically register or indicate the
temperature of the heated aggregates. This device shall be in full view of the plant operator.
3.Heating of Asphalt Binder–The temperature of the asphalt binder shall not exceed the
maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum
temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder
shall be h eated in a manner that will avoid local variations in heating. The heating method shall
provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with
DIVISION 5 4
no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt
binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the
manufacturer of the WMA additive.
4.Sampling and Testing of Mineral Materials–The HMA plant shall be equipped with a
mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet
the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall
provide for the setu p and operation of the field-testing facilities of the Contracting Agency as
provided for in Section 3-01.2(2).
5.Sampling HMA–The HMA plant shall provide for sampling HMA by one of the following
methods:
a.A mechanical sampling device attached to the HMA plant.
b.Platforms or devices to enable sampling from the hauling vehicle without entering the
hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas
or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to include precipitation or an air
temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall
be securely attached to protect the HMA.
The Contractor shall provide an environmentally benign means to prevent the HMA mixture from
adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling
equipment with HMA. Petroleum derivatives or other coating materi al that contaminate or alter the
characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation
during the process of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory
screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths
required by the paving section shown in the Plan s.
The HMA paver shall be in good condition and shall have the most current equipment available from the
manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in
working order. The equipment certification shall li st the make, model, and year of the paver and any
equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s recommendations and shall
effectively produce a finished surface of the required evenness and texture without tearing, shoving,
segregating, or gouging the mixture. A copy of the manufacturer’s recommendat ions shall be provided
upon request by the Contracting Agency. Extensions will be allowed provided they produce the same
results, including ride, density, and surface texture as obtained by the primary screed. Extensions without
augers and an internally he ated vibratory screed shall not be used in the Traveled Way.
DIVISION 5 5
When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed
on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line
will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from
reference lines or by means of a mat referencing device and a slope control device. When the finish of
the grade prepared for paving is superior to the established tolerances and when, in the opini on of the
Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved
without the use of the reference line, a mat referencing device may be substituted for the reference line.
Substitution of the device will be sub ject to the continued approval of the Engineer. A joint matcher may
be used subject to the approval of the Engineer. The reference line may be removed after the completion
of the first course of HMA when approved by the Engineer. Whenever the Engineer dete rmines that any
of these methods are failing to provide the necessary vertical control, the reference lines will be
reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories
necessary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may suspend Work as
allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be
thoroughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless
otherwise required by the Contract.
Where an MTD/V is required by the Contract, the Engineer may approve paving without an MTD/V, at the
request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to placement
by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout
the mixture. If a windrow elevator is used, the le ngth of the windrow may be limited in urban areas or
through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1.Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
2.Shall not be connected to the hauling vehicle or paver.
3.May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
4.Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
5.Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
To be approved for use, an MTD:
DIVISION 5 6
1.Shall be positively connected to the paver.
2.May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
3.Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
4.Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and
capable of reversing without backlash. Operation of the roller shall be in accordance with the
manufacturer’s recommendations. When ordered by the En gineer for any roller planned for use on the
project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that
roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture
in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing
of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the
surface, displacement of the mixture or other undesi rable results shall not be used.
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a
uniform grade and cross-section as shown on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using
an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of
small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas
by the compaction equipment. Equipment used for the compaction of prele veling HMA shall be approved
by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be
clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely
removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned
of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled
with an appropriate class o f HMA. The surface of the patched area shall be leveled and compacted
thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved
by the Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed
or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the
Engineer. Tack coat shall be uniformly appli ed to cover the existing pavement with a thin film of residual
asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the Engineer. A heavy applicatio n of tack
coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be
DIVISION 5 7
limited to surfaces that will be paved during the same working shift. The spreading equipment shall be
equipped with a thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s
operation damages the tack coat it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt
may be diluted once with water at a rate not to exceed one-part water to one-part emulsified asphalt. The
tack coat shall have sufficient temperature such t hat it may be applied uniformly at the specified rate of
application and shall not exceed the maximum temperature recommended by the emulsified
asphalt manufacturer. PG grade asphalt or non-tracking tack formulas may be used upon approval of the
Engineer.
5-04.3(4)A Crack Sealing
When the Proposal includes a pay item for crack sealing, seal cracks in accordance with Section 5-03.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance
with the details shown in the Plans and as marked in the field. The Contractor shall conduct the
excavation operations in a manner that will protect the pav ement that is to remain. Pavement not
designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by
the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor
shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contracto r
shall not excavate more area than can be completely finished during the same shift, unless approved by
the Engineer.
Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The
Engineer will make the final determination of the excavation depth required. The minimum width of any
pavement repair area shall be 40 inches unless sho wn otherwise in the Plans. Before any excavation, the
existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will
become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right
of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat
shall be applied to all surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth.
Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer.
Each lift shall be thoroughly compacted by a mechani cal tamper or a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage
space shall be provided for each size of aggregate and RAP. Materials shall be removed from
stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for
DIVISION 5 8
processing into the final mixture. Different aggregate sizes shall be kept separated until they have been
delivered to the HMA plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives
have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the
particles and thorough distribution of the asp halt binder throughout the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by
more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the d ischarge temperature of the HMA shall not
exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water
content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with
handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture
content shall be reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with approval of the
Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24
hours after mixing shall be rejected. Rejected HMA shall b e disposed of by the Contractor at no expense
to the Contracting Agency. The storage facility shall have an accessible device located at the top of the
cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall
be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage
facility, except as the storage facility is being emptied at the end of the working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the
mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled
asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall
immediately suspend the use of the RAP until changes have been approved by the Engineer. After the
required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been
introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and
thorough distribution of the asphalt binder throughout the mineral mat erials, and RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be placed upon an approved surface, spread, and struck off to the grade and elevation
established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless
otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not
exceed the following:
HMA Class 1”0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course 0.30 feet
other courses 0.35 feet
HMA Class ”0.15 feet
DIVISION 5 9
On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and
finishing equipment impractical, the paving may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be
placed by separate spreading and compacting equipment. The intermingling of HMA produced from more
than one JMF is prohibited. Each strip of HMA placed dur ing a work shift shall conform to a single JMF
established for the class of HMA specified unless there is a need to make an adjustment in the JMF.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation, the aggregate properties of sand equivalent,
uncompacted void content, and fracture will be evaluated in accordance with Section 3-04. Sampling and
testing of aggregates for HMA accepted by commercial evaluat ion will be at the option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is
specified.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
pavement, and pavement repair. Other nonstructural appl ications of HMA accepted by commercial
evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial
evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the
JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in
accordance with this section.
HMA Tolerances and Adjustments
1.Job Mix Formula Tolerances–The constituents of the mixture at the time of acceptance shall
be within tolerance. The tolerance limits will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the
tolerances below to the approved JMF values. These values will also be the Upper
Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-0 6.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder+/-0.5%+/-0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a.First, determine preliminary upper and lower acceptance limits by applying the following
tolerances to the approved JMF.
DIVISION 5 10
Aggregate Percent Non-Commercial
Passing Statistical Evaluation
Evaluation
1”, ¾”, ½”, and 3/8”+/-6%+/-8%
sieves
No. 4 sieve+/-6%+/-8%
No. 8 Sieve+/-6%+/-8%
No. 200 sieve+/-2.0%+/-3.0%
b.Second, adjust the preliminary upper and lower acceptance limits determined from step (a)
the minimum amount necessary so that none of the aggregate properties are outside the
control points in Section 9-03.8(6), except as specified below in (c). The resul ting values
will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL
required in Section 1-06.2(2)D2.
c.These tolerances and specification limits constitute the allowable limits as described in
Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control
points, except the No. 8 tolerance is +/-6% from the JMF, the No. 200 t olerance is +/-
2.0% from the JMF with a minimum of 2% and a maximum of 8.0% passing the No. 200
sieve. Other tolerance limits for sieves designated as 100 percent passing will be 99-100
2.Job Mix Formula Adjustments–An adjustment to the aggregate gradation or asphalt binder
content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be
considered if the change produces material of equal or better quality and may require the
development of a new mix design if the adjustment exceeds the amounts listed below.
a.Aggregates–2 percent for the aggregate passing the 1½, 1, ¾, ½,, and the No. 4
sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate
passing the No. 200 sieve. The adjusted JMF shall be within the range of the control poi nts in
Section 9-03.8(6).
b.Asphalt Binder Con tent–The Engineer may order or approve changes to asphalt binder
content. The maximum adjustment from the approved mix design for the asphalt binder content
shall be 0.3 percent.
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance–Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency
by dividing the HMA tonnage into lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation–Lots and Sublots
A lot is represented by randomly selected samples of the same mix design that will be tested for
acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula
placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons,
DIVISION 5 11
whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200
tons.
All of the test results obtained from the acceptance samples from a given lot shall be evaluated
collectively. If the Contractor requests a change to the JMF that is approved, the material produced after
the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and
for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at
the Contractor’s request after the Engineer is satisfied that material conforming to t he Specifications can
be produced.
Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The
Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with
AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project.
If used in a structural application, at least one of the three samples shall be tested.
Sampling and testing HMA in a structural application where quantities are less than 400 tons is at the
discretion of the Engineer.
For HMA used in a structural application and with a total project quantity less than 800 tons but more
than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3
samples will be obtained at the point of acceptance, a m inimum of one of the three samples will be tested
for conformance to the JMF:
If the test results are found to be within specification requirements, additional testing will be at the
Engineer’s discretion.
If test results are found not to be within specification requirements, additional testing of the
remaining samples to determine a CPF shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation–Acceptance Testing
Testing of HMA for compliance of V a will at the option of the Contracting Agency. If tested, compliance of
V a will use WSDOT 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 FOP for WAQTC T 27/T 11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation–Pay Factors
For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will
determine a CPF using the following price adjustment factors:
DIVISION 5 12
Table of Price Adjustment Factors
Constituent Factor
“f”
All aggregate passing: 1½, 1, ¾, ½,2
and No.4 sieves
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable)20
Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the
tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outs ide the nonstatistical tolerance limits in the Job Mix
Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with
Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in th e
calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup
samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of
three sets of results for evaluation.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation–Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than
1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference
of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be
calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price
per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will be
considered 1.00 in calculating the CPF.
5-04.3(9)C7 Mixture Nonstatistical Evaluation-Retests
The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a
written request within 7 calendar days after the specific test results have been received. A split of the
original acceptance sample will be retested. The s plit of the sample will not be tested with the same tester
that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt
binder content, and, at the option of the agency, V a. The results of the retest will be used for the
acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be
deducted from any monies due or that may come due the Contractor under the Contract at the rate of
$500 per sample.
5-04.3(9)D Mixture Acceptance–Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling
within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no
DIVISION 5 13
further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job
Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The commercial toleranc e limits will be used in the calculation of the CPF
and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing
sublots or samples from the street shall be tested to provide a minimum of three sets of results for
e valuation.
For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is
less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. Th e Job Mix Compliance Price Adjustment will be
calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price
per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will be
considered 1.00 in calculating the CPF.
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for
intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted
course thickness greater than 0.10-foot, shall be compact ed to a specified level of relative density. The
specified level of relative density shall be a CPF of not less than 0.75 when evaluated in accordance with
Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum
density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained
will be determined by the evaluation of the density of the pavement. The density of the pavement shall be
determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at
the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using
cores to determine density.
Tests for the determination of the pavement density will be taken in accordance with the required
procedures for measurement by a nuclear density gauge or Roadway cores after completion of the finish
rolling.
If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for
WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in
accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise
approved by the Engineer. Roadway cores will be tested by the Contr acting Agency in accordance with
WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core”, the cores shall be obtained by the Contractor in the
presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer.
If the Contract does not include the Bid item“Roadway Core”, the Contracting Agency will obtain the
cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the
Engineer is satisfied that material conforming to the Specifications can be produced.
DIVISION 5 14
HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than
those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The
test point evaluation shall be performed in accordance with instructions from the Engineer. The number of
passes with an approved compaction train, required to attain the maximum test point density, sha ll be
used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall
be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92
percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to
a price reduction or rejection, the Contractor may req uest that a core be used for determination of the
relative density of the sublot. The relative density of the core will replace the relative density determined
by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acce ptance of
HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall be
requested by noon of the next workday after the test results for the sublot have been provided or made
available to the Contractor. Core locations shall be outsi de of wheel paths and as determined by the
Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the
Contractor to provide the requested traffic control will result in forfeiture of the request for cores. Wh en
the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be
deducted from any monies due or that may become due the Contractor under the Contract at the rate of
$200 per core and the Contractor shall pay for the cost of the traffic control.
5-04.3(10)A HMA Compaction–General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition so that no undue displacement,
cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken, contamina ted, shows an excess or
deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the compaction sequence shall generally be
the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved
otherwise, rollers shall only be operated in t he static mode when the internal temperature of the mix is
less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in
checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction-Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of
the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA
pavement for low cyclic density, and when doing so wi ll follow WSDOT SOP 733. A $1500 Cyclic Density
Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90
percent of the theoretical maximum density.
DIVISION 5 15
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction-Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing
performed by the Contracting Agency dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix design that will be tested for
acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula
placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons,
whichever is les s except that the final sublot will be a minimum of 200 tons and may be increased to 800
tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738.
The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with
a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that
material conforming to the Specification s can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than
those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The
test point evaluation shall be performed in accordance with instructions from the Engineer. The number of
passes with an approved compaction train, required to attain the maximum test point density, sha ll be
used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be
compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation–Acceptance Testing
The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from
within each sublot, with one test per sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction–Price Adjustments
For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92
percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no
further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference
maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00
will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than
0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-
density gauge or cores will be completed as r equired to provide a minimum of three tests for evaluation.
For compaction below the required 92%, a Non-Conforming Compaction Factor (NCCF) will be
determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The
Compaction Price Adjustment will be calculated as the product of C PF, the quantity of HMA in the
compaction control lot in tons, and the unit Contract price per ton of mix.
DIVISION 5 16
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor
may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of
such alternative proposals will be determined at t he sole discretion of the Engineer. HMA that has been
rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall
submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it with new
material. Any such new material will be sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears
defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected
section of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the Contractor
requests that the rejected material be tested. If the Contractor elects to have the rejected material tested,
a minimum of three representative samples will be obtained and tested. Acceptance of rejected material
will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected
material is less than 0.75, no payment will be made for the rejected material; in addit ion, the cost of
sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the
cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before
placement and the CPF is great er than or equal to 0.75, compensation for the rejected material will be at
a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75,
compensation for the rejected material will be at the calculated CPF with an additi on of 25 percent of the
unit Contract price added for the cost of removal and disposal.
5-04.3(11)D Rejection-A Partial Sublot
In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal
sublot any material that is suspected of being defective in relative density, gradation or asphalt binder
content. Such isolated material will not includ e an original sample location. A minimum of three random
samples of the suspect material will be obtained and tested. The material will then be statistically
evaluated as an independent lot in accordance with Section 1-06.2(2).
5-04.3(11)E Rejection-An Entire Sublot
An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a
minimum of two additional random samples from this sublot will be obtained. These additional samples
and the original sublot will be evaluated as an independ ent lot in accordance with Section 1-06.2(2).
5-04.3(11)F Rejection-A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA placement until such time as the
Engineer is satisfied that material conforming to the Specifications can be produced:
DIVISION 5 17
1.When the CPF of a lot in progress drops below 1.00 and the Contractor is taking no corrective
action, or
2.When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the
Contractor is taking no corrective action, or
3.When either the PF for any constituent or the CPF of a lot in progress is less than 0.75.
5-04.3(11)G Rejection-An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top or wearing course is a
continuous operation or as close to continuous as possible. Unscheduled transverse joints will be
allowed, and the roller may pass over the unprotected end of t he freshly placed mixture only when the
placement of the course must be discontinued for such a length of time that the mixture will cool below
compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back
to produce a slightly beveled edge for the full thickness of the course.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a
result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from
the permanent HMA by strips of heavy wrapping paper o r other methods approved by the Engineer. The
wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of
the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be placed against the cut. Rollers or
tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by not more
than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be
located at a lane line or an edge line of the Tr aveled Way. A notched wedge joint shall be constructed
along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the
Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate
size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than
4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade,
and free from defects of all kinds. The completed surface of the wearing course shall not vary more than
inch from the lower edge of a 10-foot straig htedge placed on the surface parallel to the centerline. The
transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10
feet from the rate of transverse slope shown in the Plans.
DIVISION 5 18
When deviations in excess of the above tolerances are found that result from a high place in the HMA,
the pavement surface shall be corrected by one of the following methods:
1.Removal of material from high places by grinding with an approved grinding machine, or
2.Removal and replacement of the wearing course of HMA, or
3.By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations anywhere greater than the
allowable tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and deviations
resulting from a high place where corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The Engineer s hall deduct from monies due
or that may become due to the Contractor the sum of $1500.00 for each and every section of single traffic
lane 100 feet in length in which any excessive deviations described above are found.
When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the
utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the di scretion of the Engineer or when the adjustment
details provided in the project plan or specifications call for utility appurtenance adjustments after the
completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-Paving and Pre-Planing Briefing
(5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of
paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre-planing meeting must be held prior to the
start of any planing. See Section 5-04.3(14)B2 for information on planing submittals.
Where planing an existing pavement is specified in the Contract, the Contractor must remove existing
surfacing material and to reshape the surface to remove irregularities. The finished product must be a
prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer
on the final wearing course of new HMA.
Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface
which is to remain. The finished planed surface must be slightly grooved or roughened and must be free
from gouges, deep grooves, ridges, or other imperfections. The C ontractor must repair any damage to
the surface by the Contractor’s planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements damaged by planing, as
determined by the Engineer.
DIVISION 5 19
A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4
inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the
wedge must be as shown on the Drawings or as spe cified by the Engineer.
A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where
butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more
in height, producing a smooth transition t o the existing adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract,
patched and preleveled.
The Engineer may direct additional depth planing. Before performing this additional depth planing, the
Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-
04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth planing required by the Engineer,
the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can
identify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in
pavement.
The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure
to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of
any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition, the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and
unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the
following:
1.Intersections:
a.Keep intersections open to traffic at all times, except when paving or planing operations
through an intersection requires closure. Such closure must be kept to the minimum time
required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule
such closure to individual lanes or portions thereof that allow s the traffic volumes and schedule of
traffic volumes required in the approved traffic control plan. Schedule work so that adjacent
intersections are not impacted at the same time and comply with the traffic control restrictions
required by the Traffic Eng ineer. Each individual intersection closure or partial closure must be
DIVISION 5 20
addressed in the traffic control plan, which must be submitted to and accepted by the Engineer,
see Section 1-10.2(2).
b.When planing or paving and related construction must occur in an intersection, consider
scheduling and sequencing such work into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence the work to individual lanes or
portions thereof.
c.Should closure of the intersection in its entirety be necessary, and no trolley service is
impacted, keep such closure to the minimum time required to place and compact the HMA
mixture, plane, remove asphalt, tack coat, and as needed.
d.Any work in an intersection requires advance warning in both signage and a number of
Working Days advance notice as determined by the Engineer, to alert traffic and emergency
services of the intersection closure or partial closure.
e.Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is
allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained
from the Engineer.
2.Temporary centerline marking, post-paving temporary marking, temporary stop bars, and
maintaining temporary pavement marking must comply with Section 8-23.
3.Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals-Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least
5 Working Days in advance of each operation’s activity start date. These plans must show how the
moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing
and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s
traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of
operation and sufficient detail of traff ic beyond the area of operation where detour traffic may be required.
The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees
sufficient detail is shown.
The planing operation and the paving operation include, but are not limited to, metal detection, removal of
asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains,
rolling, scheduling, and as may be discussed at the b riefing.
When intersections will be partially or totally blocked, provide adequately sized and noticeable signage
alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must
show where police officers will be stationed when signalization is or ma y be, countermanded, and show
areas where flaggers are proposed.
At a minimum, the planing and the paving plan must include:
DIVISION 5 21
1.A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic
control as it relates to the specific requirements of that day’s planing and paving. Briefly describe
the sequencing of traffic control consistent with the pro posed planing and paving sequence, and
scheduling of placement of temporary pavement markings and channelizing devices after each
day’s planing, and paving.
2.A copy of each intersection’s traffic control plan.
3.Haul routes from supplier facilities, and locations of temporary parking and staging areas,
including return routes. Describe the complete round trip as it relates to the sequencing of paving
operations.
4.Names and locations of HMA supplier facilities to be used.
5.List of all equipment to be used for paving.
6.List of personnel and associated job classification assigned to each piece of paving equipment.
7.Description (geometric or narrative) of the scheduled sequence of planing and of paving and
intended area of planing and of paving for each day’s work, must include the directions of
proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of
skipped lane paving, intersection planing and paving schedu ling and sequencing, and proposed
notifications and coordinations to be timely made. The plan must show HMA joints relative to the
final pavement marking lane lines.
8.Names, job titles, and contact information for field, office, and plant supervisory personnel.
9.A copy of the approved Mix Designs.
10.Tonnage of HMA to be placed each day.
11.Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled
by the Engineer for future paving and planing operations to ensure the Contractor has adequately
prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to
discuss that day’s operations as they relate to other entities and to public safety and convenience,
including driveway and business access, garbage truck operations, transit operations and working around
energized overhead wires, school and nursing home and hospital and other accesses, other Contractors
who may be operating in the area, pedestrian and b icycle traffic, and emergency services. The
Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer
and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved
traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to:
1.General for both the Paving and Planing:
DIVISION 5 22
a.The actual times of starting and ending daily operations.
b.In intersections, how to break up the intersection, and address traffic control and signalization
for that operation, including use of peace officers.
c.The sequencing and scheduling of paving operations and of planing operations, as applicable,
as it relates to traffic control, public convenience and safety, and other Contractors who may
operate in the Project limits.
d.Notifications required of Contractor activities and coordinating with other entities and the public
as necessary.
e.Description of the sequencing of installation and types of temporary pavement markings as it
relates to planing and paving.
f.Description of the sequencing of installation of, and the removal of, temporary pavement patch
material around exposed castings and as may be needed.
g.Description of procedures and equipment to identify hidden metal in the pavement, such as
survey monumentation, monitoring wells, streetcar rail, and castings, before planing as per
Section 5-04.3(14)B2.
h.Description of how flaggers will be coordinated with the planing, paving, and related operations.
i.Description of sequencing of traffic controls for the process of rigid pavement base repairs.
j.Other items the Engineer deems necessary to address.
2.Paving–additional topics:
a.When to start applying tack and coordinating with paving.
b.Types of equipment and numbers of each type of equipment to be used. If more pieces of
equipment than personnel are proposed, describe the sequencing of the personnel operating
the types of equipment. Discuss the continuance of operator personnel for each type of
equipment as it relates to meeting Specification requirements.
c.Number of JMFs to be placed, and if more than one JMF is used, how the Contractor will
ensure different JMFs are distinguished, how pavers and how MTVs are distinguished, and
how pavers and MTVs are cleaned so that one JMF does not adversely influence the other
JMF.
d.Description of contingency plans for that day’s operations such as equipment breakdown, rain
out, and supplier shutdown of operations.
DIVISION 5 23
e.Number of sublots to be placed, sequencing of density testing, and other sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3.
Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
Construct HMA approaches at the locations shown in the Plans or where staked by the Engineer, in
accordance with Section 5-04.
END DIVISION 5
DIVISION 5 24
Division 7
Drainage Structures, Storm Sewers, Sanitary
Sewers, Water Mains, and Conduits
7-04 STORM SEW E RS
7-04.3 Construction Requirements
Supplement this section with the following:
The Contractor must keep the existing storm sewer system operational and maintain drainage control of
the project area at all times during the work. The Contractor is responsible for preventing sediment-laden
water from entering the existing storm sewer sy stem. All costs for equipment, labor, and temporary
drainage facilities are incidental to the project.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.2 Materials
Supplement this section with the following:
Contractor shall verify required knock out and core drill locations prior to delivering new catch basins and
manholes.
7-05.3 Construction Requirements
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
Supplement this section with the following:
Existing manholes and catch basins shall be temporarily lowered when necessary to allow for the
construction of other improvements where called out in the plans. Once other work is complete, the
structures shall be adjusted to final grade. Manhole adjustm ent shall be in accordance with the Plans
and with the City of Yelm’s standard details.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.1 Description
Supplement this section with the following:
This section applies to irrigation 3-inch diameter and larger, domestic water, and sanitary sewer, except
where superseded by Sections 7-09 through 7-19.
7-08.3 Construction Requirements
Supplement this section with the following:
Provide pipe, fittings and appurtenances necessary to make all piping systems complete, tested, and
ready for operation as specified herein and as shown on the Contract Drawings. Some fittings that are
necessary for proper piping system installation and op eration may not have been shown. Provide fittings
and appurtenances as necessary, whether shown or not shown on the Contract Drawings, to complete all
piping systems.
Not all temporary equipment, thrust blocking, and tie rods are shown on the Contract Drawings. Provide
temporary equipment, thrust blocking, and tie rods as required by accepted design criteria and to support
and restrain the loads encountered.
DIVISION 7 1
Threaded materials shall be screwed together with an application of approved sealing compound applied
to all male threads. Once a joint has been tightened, it shall not be backed off unless threads are re-
cleaned and new sealing compound applied.
7-08.3(1) Excavation and Preparation of Trench
Supplement this section with the following:
Dispose of debris resulting from the clearing and grubbing in accordance with the terms of all
applicable permits.
Boulders, rocks, roots, and other obstructions shall be entirely removed or cut out to the width of the
trench and to a depth at least 4 inches below the bottom of the pipe to provide adequate bedding. The
trench shall be kept free from water until complete.Surface water, nuisance flows, and stormwater runoff
shall be diverted so as not to enter the trench. Maintain necessary pumping equipment on the job to
ensure that these provisions are carried out.
Where material is removed from below subgrade, the trench shall be backfilled to grade with material
satisfactory to the Engineer and thoroughly compacted to 95% of maximum dry density within +/-
2% of optimum moisture content as defined by ASTM D1557. Compaction testing shall be
performed, at a minimum of one (1) per 500 linear feet of trench per 2 feet of backfill and not less than
one (1) per day’s work when backfilling operations are under way unless approved by the Engineer.
Trenching operation shall not proceed more than 200 feet in advance of pipe laying without written
approval of the Owner.
When trenching operations cut through asphalt or concrete pavement, the pavement shall be saw cut
and removed to a clean edge along the width of the trench as approved by the Owner.Pulverizing to
a base course or smaller aggregate size may be allowed for the initial surfacing removal at the
discretion of the Owner, but only if the pulverizing leaves a uniform pavement edge.
The Contractor is responsible for meeting current Labor and Industry Trench and Shoring Protection
and Washington State Safety Standards.
Additional surface restoration or import fill material required because of insufficient shoring, operating
equipment too close to the trench edge, or other causes, as the Owner deems were reasonably
avoidable, are incidental and the quantities required wil l be deducted from the final total quantities
when the contract includes applicable unit bid prices, or are incidental if the contract does not include
applicable unit bid prices.
7-08.3(1)A Trenches
Supplement this section with the following:
To reduce restoration of the same areas multiple times, removal of existing surface improvements
in advance of trenching shall be kept to a minimum. No extra payment will be made for any
duplicated work performed more than 20 feet in advance of pipelaying.
If there is excess of material obtained from excavation at one location on the project and is
acceptable (as determined by sieve analysis) for reuse as bedding, backfill, or general fill, it shall
be stockpiled and reused at other locations on the project. Disposal of reusable material is only
allowed with the permission of the Engineer. The cost of haul and disposal of this material is
inc idental to the project.
DIVISION 7 2
A ll excavation required for utility installation, including removal of asphalt and concrete, shall be
included in the costs of the utility bid item unless specifically identified in other bid items. Dispose
the asphalt, concrete, and other waste at no expen se to the Contracting Agency.
7-08.3(1)D Potholing
This section is new:
Pothole at utility crossings a sufficient distance ahead of pipe-laying and where noted on the
plans to allow room to adjust to avoid existing utilities. Pothole at least three working days in
advance of utility installation. Failure to pothole identified utility crossings per these specifications
shall not be cause for cost or time claim for subsequent adjustments. If a pothole is in a travelled
area that will be reopened to traffic more th an one calendar day in advance of pipelaying, the
hole shall be patched with hot or cold mix, the cost of which shall be incidental.
Provide the results of potholing to the Owner no less than two working days in advance of utility
installation. Provide a written record of material, size, type, and location for found utilities to an
accuracy of 0.5 ft horizontal and 0.1 ft vertical. Failure to record locations accurately, clearly, and
legibly will result in non-payment.
7-08.3(1)F Handling of Pipe
This section is new:
Pipe, materials, and accessories shall be new, unused, and undamaged at the time of installation.
Deliver pipe to the trench in sound, undamaged condition. Do not drop, drag, skid,or roll pipes
against any hard objects, including other pipes. Prevent damage to any pipe markings. Place
no other pipe or material of any kind inside the pipe or fitting.
Damaged, out-of-round, or sun-bleached pipe will be rejected, be immediately removed from the
jobsite by the Contractor, and not be used on the project as part of the Work.
Prevent dirt and other foreign material from entering the pipe or fittings during handling or laying
operations.Thoroughly clean the interior of the pipe of dirt or foreign matter before lowering the
pipe into the trench.
Cover stockpiled domestic water pipe ends with caps, plugs, or otherwise enclose by a method
approved by the Engineer.
7-08.3(2)B Pipe Laying-General
Supplement this section with the following:
Keep openings in pipe closed during the progress of work. Install plugs to prevent water and
debris from entering pipe. No payment will be made to clean pipes.
Install tracer wire and marking tape per the plans and standard details.
7-08.3(2)E Rubber Gasketed Joints
Supplement this section with the following:
For push-on joint PVC pipe, joints shall not be pushed home. Stop the assembly when the
marked insertion line is at the face of the bell. This is to allow for thermal expansion of the pipe.
If the pipe has been pushed home, pull back to expose the insertio n line. Anchor each pipe prior
to installing the next to prevent pushing home a previously installed pipe.
DIVISION 7 3
7-08.3(2)K Restrained Joint Pipe and Fitting Installation
This section is new:
All bends, tees, and crosses that utilize restrained joints shall be restrained on all legs. Set-screw
style restraints are not allowed.
Bedding material must consist of sand and gravels for proper soil-to-pipe adhesion and shall not
be clay, pea gravel, washed rock, or poorly graded large aggregate. Compact bedding around
restrained pipe in maximum 9-inch loose (approx. 6-inch compacted) l ifts using mechanical
compaction equipment.
Owner may review and approve silty sand as bedding material at the request of the Contractor.
If approved, the required length of restrained joint pipe shall be increased by 33-percent over
that calculated using sand and gravel mixtures, unless the restrained lengths shown already
considered silty sand (or sandy silt) bedding or specifically identify other length adjustments.
Initial setting of exterior wedge (tooth) style restraints may use any commonly used hand or
power tools until the wedge touches the pipe surface, after which non-power tools must be used.
Impact tools are not allowed for wedge engagement and final torquin g.
If external wedge (tooth) style restraints on metal pipe are removed for any reason after the
restraints have been engaged, the restraints shall be disposed of and not reused. The section of
pipe to which the restraints were secured shall be cut off and di sposed of regardless of pipe
material.
For PVC pipes that use gripper-tooth gaskets, the Contractor may need to provide a manual
assembly system to prevent over-insertion because gripper-tooth gaskets cannot be re-extended
after insertion.Optionally, an excavator may be used if “walked” to push in the pipe. If a PVC
pipe with a gripper-tooth gasket has been pushed past the maximum assembly mark, do not
attempt to pull back. Cut out the bell and replace with an unused pipe or restrained slee ve at the
Owner’s discretion. All costs will be borne by the Contractor.
When installing PVC pipe with gripper-tooth gaskets through a casing, the pipe must be pulled
through the casing, not pushed, to prevent homing the pipe into the bell.
7-08.3(3) Backfilling
Supplement this section with the following:
The Standard Specification requires backfill above the pipe zone in lifts not exceeding 6-inch loose
thickness. At the Owner’s sole discretion, lifts may be thicker if compaction testing proves the
compaction requirements are met. However, in no circumstan ces will lifts exceeding 18-inch loose
thickness be permitted.
Equipment mounted compactors (hoe-pack, sheepsfoot, vibratory rollers, etc.) shall not be used
within 12-inches directly above the pipe.
Backfill only after inspection and approval of the installed pipe. Carefully place backfill material in strict
accordance with this section of the Standard Specifications. The use of native material for backfill
shall obtain approval from the Engineer prio r to backfilling.
DIVISION 7 4
Cure CDF used for pipe bedding, trench backfill, or against structures prior to placing any material
directly over the CDF to prevent displacement of the CDF. If traffic must be restored prior to the
durations stated below, or the open excavation must be c losed for safety, span the excavation with
temporary plating appropriate for the anticipated loading. Cold weather may require more time. Curing
accelerators may be used to reduce these times. Cure for the following minimum durations or until
the CDF reach es a stiffness that will resist movement, whichever is longer.
Pipe bedding or encasement at least 2 ft below grade: 4 hours.
Any use 2 ft or less below grade that may receive construction traffic: 24 hours.
Vehicular traffic under 5,000 lbs per axle: 48 hours
Vehicular traffic over 5,000 lbs per axle: 72 hours
Permanent structures: 7 days.
The Owner may allow a reduction in cure duration if the Contractor can show, to the satisfaction of
the Owner, the CDF has reached adequate strength.
Screen native materials excavated for reuse as trench backfill. Provide screen to remove all material
larger than 4-inch. Cost to screen material is incidental, no separate payment. Haul and dispose of
unsuitable screened material and replace with bank run gravel for trench backfill.
7-08.3(4) Plugging Existing Pipe
Supplement this section with the following:
All existing non-functional pipes 3-inch and larger, regardless of original purpose, cut or broken during
the course of construction shall be plugged.
7-08.3(5) Pipe Crossing Existing Utilities
This section is new:
Where a pipe crosses an existing utility with less than 6-inches of clearance, a sand or foam cushion
acceptable to the engineer shall be placed between the utilities. This work shall be included in the
various contract bid prices, no separate payment will be made.
7-08.3(6) Existing Unlocated Wet Utilities
This section is new:
Avoidance or repair of utilities that are within 2 feet horizontal of that shown on the plans shall be included
in the Contractor’s bid price. The Owner will not pay for multiple repairs within 30 feet of each other on an
unlocated pipe if the pipe runs st raight.
Should the new work be filled or contaminated from a line break due to failure of the Contractor to use a
pipe plug, no payment will be made for cleaning of the new work. Should an existing utility be damaged,
the Contractor shall immediately stop work and notify the Owner and affected property owner(s). The
Contractor shall pump out any fluid that has accumulated in the trench and, if necessary, remove saturated
material and replace with suitable fill. All costs to find and re-locate previously broken line s shall be at the
Contractor’s expense.
There are existing customer side sewer lines throughout the project limits. For the purposes of bidding,
the Contractor shall assume that sewer conflicts are inevitable, and repairs will be necessary. The
Contractor shall have on hand a set of standard rep air fittings for 2-inch to 6-inch pipe,compliant with the
City of Yelm’s standards. The Contractor shall repair all damaged pipes prior to continuing work beyond
the area damaged, no exceptions (unless sufficient crew is available to perform the repair concurrent with
other work). Repair work shall continue until complete regardless of the day of the week or the time of day.
DIVISION 7 5
There are existing irrigation lines throughout the project limits. The Contractor shall contact adjacent
property owners to determine locations of existing irrigation systems within the construction area and
shutoff valves. For the purposes of bidding, the Contractor shall assume that irrigation conflicts are
inevitable, and repairs will be necessary. The Contractor shall have on hand a set of standard repair fittings
for 1-inch through 3-inch PVC and steel pipe. The Contractor shall repair damaged active supply pipes by
the end of the day. Damaged active landscape sprinkler system pipes shall be repaired no later than the
following calendar day. For inactive systems during the irrigation off-season, repairs shal l be made within
one week.
7-08.3(7) General Surface Restoration
This section is new:
Backfill trenches to a safe depth at the end of each day.
Restore all trenches as shown in the plans. When not otherwise specified, restore existing surface
improvements to a condition equal or better than that prior to construction.
On trenches crossing the roadway or intersections, install cold or hot mix asphalt no later than 48
hours after asphalt removal. Maintain until final patching is complete.Asphalt used for temporary
patching is incidental unless a pay item specifically identifies temporary patching as payable.
On trenches parallel to the roadway and in drivable areas,install cold or hot mix asphalt no less than
24 hours following backfill and maintain to a smooth and level grade with the existing pavement until
final patching is complete. Temporary asphalt depth under traffic to be no less than 2-inches.
Maintain asphalt temporary patching continuously, including inspection,and repairs, including over
weekends and other non-working periods.Temporary patching material is incidental to the project
cost. No additional payment.Cost for maintenance of patching is incidental, no separate payment.
Contractor may plate trenches at their discretion in lieu of temporary patching. Plates must be free of
dents and bumps and be able to withstand legal weight loads. Key plates into the trench or place
asphalt tapers to prevent movement. Provide appropriate signage when using plates.
Permanent trench patches in paved areas shall be installed no later than the second Friday following
excavation for trenches parallel to the road, and no later than two days following excavation for
trenches crossing the road and across intersections.
Surface restoration that must be removed and replaced due to any failed testing will not warrant
additional payment.
Existing grassy areas disturbed by construction shall be re-vegetated with the same grass species
using sod, hydroseed, or other methods of stabilization if approved by the Engineer.
7-09 WATER MAINS
7-09.1 Description
Replace this section with the following:
This Work consists of constructing water mains accordance with the Plans, these Standard Specifications,
the Special Provisions and the Standard Plans, at the location shown on the Plans.
7-09.2 Materials
Replace the first sentence of paragraph 2 with the following:
DIVISION 7 6
If requested by the Owner, the pipe manufacturer shall test all pipe and fittings as required by these
Standard Specifications and the standards referenced.
7-09.3 Construction Requirements
Supplement this section with the following:
The requirements of Section 7-08 of these Special Provisions also apply to domestic water construction
except where superseded herein.
7-09.3(3) Clearing and Grubbing in Ungraded Streets
Supplement this section with the following:
Ungraded streets includes unimproved areas.
Replace the last sentence with the following:
Such material shall be disposed of by the Contractor with the cost incidental to the contract bid price,
no separate payment.
7-09.3(4) Removal of Existing Street Improvements
Supplement this section with the following:
Cost for this work includes removal and disposal, or salvage and replacement of existing surface
improvements and is incidental to other bid items. No separate payment.
7-09.3(5) Grade and Alignment
Replace the first sentence of the third paragraph with the following.
The depth of trenching for the water main shall be as shown on the purveyor’s standard trench detail,
unless superseded by dimension callouts on the plan or profile drawings.
7-09.3(7) Trench Excavation
Replace the third sentence of the second paragraph with the following:
Trench shall be excavated to a sufficient width to allow for pipe installation, compaction equipment,
and shoring when necessary.
7-09.3(8) Removal and Replacement of Unsuitable Materials
Supplement the second paragraph with the following:
The Engineer will determine if existing materials are unsuitable for reuse as trench backfill. The
Contractor will not receive payment for material the Contractor removes and replaces without prior
approval.
7-09.3(9) Bedding the Pipe
Replace the first two sentences with the following:
See t rench d etail s on the plans for bedding depths. Owner shall determine if native materials are
acceptable for use as bedding and will determine if the Contractor’s submitted import bedding is
acceptable when applicable. Provide one to five gallons of a physical sample of intended import
bedding in addition to a sieve analysis.
DIVISION 7 7
Bedding for restrained joint pipe must be a granular material composed of crushed rock, gravels,
and/or sand. Poorly graded rounded rock (pea gravel or drain rock) or clay are not acceptable. See
Special Provisions section 9-03.12(3).
For the purposes of bidding, it is assumed native material will not be satisfactory for bedding and
import bedding will be required for the entire project.
7-09.3(10) Backfilling Trenches
Supplement this section with the followin g:
Equipment mounted compactors (hoe-pack, sheepsfoot, vibratory rollers, etc.) shall not be used
within 12-inches directly above the pipe.
7-09.3(13) Handling of Pipe
Supplement this section with the following.
Do not run lifting chains, cables, or forks through the interior of pipe or fittings as this can damage the
interior linings or gasket seating areas. Use only fabric slings when lifting through the interior.
7-09.3(14) Cutting Pipe
Supplement this section with the following:
Pipe that has been cut and will be joined in a push-on joint connection shall be beveled by methods
recommended by the pipe manufacturer.
If the cut end is not round enough to insert into a joint, the Contractor may attempt to re-round the
pipe using a method approved by the manufacturer and the Owner. Do not point load the pipe when
applying pressure nor over-correct in an attempt to perman ently set the new shape. Once rounded,
install into the next joint before relieving pressure on the re-rounding equipment. The Owner will not
provide compensation to re-round pipe.
7-09.3(15) Laying of Pipe on Curves
This section is new:
Installation of restrained joint push-on pipe that will be deflected typically requires the pipe to be
inserted into the bell at a straight alignment then deflected. This will require the trench to be
excavated wider for horizontal deflection or deeper for upwards vertical deflection. For upwards
deflection, lift the pipe after insertion then broadcast bedding to fully support the pipe at finished
alignment, then lower the pipe. The bedding directly under the pipe does not need to be
compacted. If the manuf acturer’s instructions provide differing, or additional instructions, those
instructions shall be followed. Not all restraint systems can be deflected.
The amount of deflection at each ductile iron mechanical joint fitting end shall not exceed the
following, or the manufacturer’s recommendation, whichever is less.
3-inch to 6-inch diameter: 4.0 degrees (15 inches over 18 feet)
8-inch to 12-inch diameter: 3.0 degrees (11 inches over 18 feet)
14-inch to 16-inch diameter: 2.0 degrees (7 inches over 18 feet)
18-inch to 20-inch diameter: 1.5 degrees (5.5 inches over 18 feet)
24-inch diameter: 1.2 degrees (4.5 inches over 18 feet)
Above 24-inch diameter, 50% of the fitting manufacturer’s maximum.
DIVISION 7 8
7-09.3(15)B Laying Pipe on Curves-PVC Pipe (4 Inches and Over)
Supplement this section with the following:
The amount of deflection shall not exceed the manufacturer’s recommendations regardless of
the values shown in the Standard Specifications. When manufacturer’s information is not
available, do not exceed 1.0 degree per push-on joint.
7-09.3(19) Connections
7-09.3(19)A Connections to Existing Mains
Supplement this section with the following:
Pothole to verify the configuration, alignment, and size of the existing facilities. Pothole far
enough in advance to procure required fittings without delaying the work.
When knowledge of the exact alignment of existing facilities is required, such as when laying
new work to line up with existing pipe or fittings, expose enough of the existing facilities so that
an accurate alignment can be determined. Do not construct new work until the existing
configuration and alignment is confirmed.
If the alignment or configuration of the existing facilities varies significantly from the design plans,
contact the Owner for review prior to installing new work. Install the new work to align with the
existing facilities. Procurement and installation of additional fittings required due to failure of the
Contractor to identify the existing configuration will not be reimbursed by the Owner.
Provide notice to the Owner two full working days prior to making connections. Connections to
existing mains may only be performed on Tuesdays, Wednesdays, or Thursdays unless
permission is otherwise obtained from the Owner. Connections shall not be performed on Owner
recognized holidays.
Make no connections until the new main has been tested and approved by the Owner. An
approved double check valve must be used between existing potable water sources and the new
work. The Contractor shall size the double check valve as appropriate for the f illing and flushing
rates needed.
Owner will notify customers no less than 24-hours in advance of service interruption.
Connections to the existing water system will require time for draining. Standby time for draining
is incidental to the work, no separate payment.
7-09.3(19)B Maintaining Service
Supplement this section with the following:
Fire service connections must be maintained at a capacity sufficient to provide adequate fire
protection, except during service reconnections, unless approved otherwise by the Purveyor.
7-09.3(21) Concrete Thrust Blocking
Supplement this section with the following:
DIVISION 7 9
Concrete shall not be poured around joints. All fittings to be blocked shall be wrapped with 4-mil
polyethylene plastic.
Precast concrete blocking is allowed. The surface area of the block must be no less than shown in
the City of Yelm’s Standard Detail for horizontal thrust blocking.Backfill behind the block must be
crushed surfacing, watered and mechanically compacted. Precast blocking with a thickness of 20-
inches or less in any direction must include steel reinforcing no less than #5 bar at 6-inches on center
each way.
7-09.3(22) Blowoff Assemblies
Supplement this section with the following:
Temporary (construction) blowoff assemblies shall be provided as shown on the plans and as required
for testing and flushing and shall be incidental to the contract. No separate payment will be made for
temporary blowoff assemblies.
7-09.3(23) Hydrostatic Pressure Test
Replace the first sentence with the following:
Water main, appurtenances, and service connections to the meter setter shall be tested in sections
not to excee d 1,500 feet in length under a hydrostatic pressure equal to 200 psi at the low point of
the test section, unless otherwise directed by the Owner. Keep hydrant foot valves closed during the
test.
See special provision 9-30.3(8) for pressure testing of tapping sleeves.
Supplement this section as follows:
The total time the water mains are exposed to test pressure shall be no less than 15 minutes.
Pressure gauges shall be legible and accurate (+-3% of scale). Scale range shall not exceed 200%
of the test pressure, nor be less than 110% of the test pressure. For example, for a 250-psi test, the
gauge scale shall not exceed 2 x 250 = 500 psi nor be l ess than 1.1 x 250 = 275 psi. The gauge face
must be no smaller than 2.5-inch diameter. The Owner has the right to reject any gauges that are
suspect in their accuracy. Any gauge that does not read zero when there is no pressure will be
rejected.
Fittings and sections of pipe that cannot be pressure tested, such as connections to the existing
system, shall be left exposed for a visual inspection under system pressure.
Ductile Iron and C900 PVC testing:
The following test method will be used unless otherwise directed by the Owner. Pressure drop shall
not exceed 1-percent (2.0 psi for 200 psi test)per hour, regardless of water loss quantity. Owner has
the authority to require more stringent criteria if they determine that field conditions warrant such
measures.
Only with the Owner’s approval will the WSDOT calculated water loss method be allowed. In such
case, the term “appreciable or abrupt loss in pressure” will mean 1.5-percent (4 psi)or more in 15
minutes.
7-09.3(23)D Valve Pressure Test
The following section is new:
DIVISION 7 10
All valves shall be pressure tested in the presence of the Owner. Do not exceed the rated working
pressure of the valve when operating the valve. Bleed off test pressure prior to operating. Test all
valve bonnet and actuator enclosure nuts and bolts for ti ghtness. Provide equipment, end plugs, blind
flanges, assembly kits, and appurtenances necessary for pressure testing. Failing valves provided by
the Contractor shall be replaced at the Contractor’s expense.If a valve provided by the Owner fails,
consult the Owner for direction.
Assemble valve clusters outside of the trench and pressure test prior to installation.At the Owner’s
discretion, gate valves which will be installed on or adjacent to existing water mains shall also be pre-
tested on both sides of the closed valve seat.
Pre-installation testing procedure:
1. Close the valve.
2. Install plug or flange (with test port).
3. Connect test apparatus and pump.
4. Pressurize to test pressure.200 psi for gate valves.
5. There shall be zero drop in pressure or visible leakage for ten minutes. This includes leaking
through the shaft packing.
6. If test fails, check for defects, correct, and retest. Replace valves that do not pass testing at no
additional cost to the Owner.
Post-installation testing procedure:
After installation, test for water tightness under differential working pressure (do NOT exceed working
pressure rating). To perform this test, pressurize pipe section with valve in place, close valve and
relieve pressure on one side of the valve. The valv e shall not pass water during a 10-minute test
period.
Operate all valves at least once from closed-to-open-to-closed positions while valve is under system
(not test) pressure.
7-09.3(24) Disinfection of Water Mains
Supplement this section with the following:
Samples will not be taken on Fridays unless approved by the Owner and special arrangements made
with the testing lab.
Water mains used solely for fire supply lines, including those isolated with a backflow prevention
assembly, shall be disinfected and tested in accordance with this section.
7-09.3(24)A Flushing
This section is supplemented with the following:
Flush for a period sufficient to change the entire water volume at least two times. The Engineer has
discretion to require additional flushing.
If the existing water system cannot provide the required flow capacity, the contractor shall supply the
source of water or shall “pig” the main. All costs shall be incidental. The following table shows the
minimum quantity and sizes of equipment for flushi ng, assuming at least 60 psi is available on the
supply side. Higher pressure may warrant fewer or smaller blow-offs. If the plans show more or larger
blow off assemblies, the plans will govern.
DIVISION 7 11
Main Approx.Flow Blow-off and Hydrant ports Hydrant ports
diam.Gallons(gpm)backflow device size and no. of hoses and no. of hoses
per foot at 2.5 and no.(20 ft or less of(up to 100 ft of
fps hose)hose)
6”1.5 230(1) 2”(1) 2.5”(2) 2.5”
8”2.7 400(2) 2”, or (1) 3”(2) 2.5”(3) 2.5”, or (1) 4”
10”4.2 640(3) 2”, or (2) 3”, or(2) 2.5”(3) 2.5”, or (1) 4”
(1) 4”
12”6.1 900(4) 2”, or (2) 3”, or(2) 2.5”(4) 2.5”, or (1) 4”
(1) 4”
Rental backflow devices are acceptable if provided with backflow device test documentation. For new
devices, conduct backflow test(s) and provide documentation. Tests must be performed by a certified
backflow specialist.
If, in the Owner’s sole opinion, the pipe has been kept free of heavy debris (rocks, gravel, etc.), the
flushing velocity may be reduced to 1.5 fps.
Pipe Cleaning by Pig:
Pigging shall be performed as shown on the Plans and specified herein. Provide all labor, equipment,
and materials required for pig launch and recovery. If a separate pipe cleaning by pig (or similar) pay
item is not provided, include all costs in the most closely applicable pay items.
Unless specified otherwise, the Contractor shall work with a pig manufacturer to select the material
and style. The pig shall be appropriate for the inside diameter of the pipe and shall be of a material,
size, and configuration recommended by the pig manu facturer for cleaning and removing loose debris
and not damage the interior lining of the pipe. The pig shall not have abrasive coatings or strips that
might damage the pipe lining. Provide the pig manufacturer the following information, at a minimum:
The inside diameter of the pipe measured to the nearest 0.10 inch.
The type and number of inline valves.
The type and number of fittings that cause changes in direction.
The type and length of fittings or valves that have an internal diameter change. The pig must
be long enough to fully seal the inlet and outlet while passing through after accounting for any
length compression of the pig due to back pressure. Pigs that are too short may get stuck if
water can break around the pig. Examples are reducers and eccentric (plug) valves.
A remote pig tracker is recommended for all projects and is required for pipes longer than 2,000 feet.
The pipe must be filled with water on the downstream side of the pig. This is to provide debris transport
without damaging the pipe lining, reduce the chance of the pig sliding over debris, and minimize debris
settling into the low areas of joints.
Swab the pig with a minimum 200 ppm chlorine solution before inserting. During pigging, measure
water usage and pressure fluctuations. At a minimum, flow and pressure readings must be recorded
at 2-minute intervals. Any abrupt pressure fluctuations shall be recorded and noted on a record sheet.
Pressure increases may indicate the presence of a blockage. Ensure pressure surges do not exceed
the rated working pressure of the piping, fittings, and appurtenanc es. Any damage from pressure
surges during pigging shall be paid for and repaired by the Contractor.At least 2 passes shall be
performed.
DIVISION 7 12
Submit the time and pressure log to the Owner for their maintenance records including; 1) the number
of pig passes and number of pigs used; 2) objects found during flushing and their approximate
locations in the water main; 3) approximate pig velocity and location; 4) flushing time before water
appeared clear; and 5) date.
Inspect the pig upon removal to determine if it has been damaged. If the pig is damaged, determine
the location of the blockage that caused the damage using the pressure log. The blockage shall be
removed, and the pipeline inspected and repaired to a like new condition. After the blockage(s) has
been removed and the pipeline repaired, another pig shall be run using the same process and
procedures identified in the previous paragraphs.
Do not allow the swabbed debris to reenter the pipe following a pig pass. Pipe ends shall be capped
or fittings replaced to prevent debris from entering the cleaned pipe. Any fittings or valves not capable
of passing a pig shall be flushed or swept clean.After the pig has been removed, flush water through
the piping system until the water is clear and approved in writing by the Owner.
7-09.3(24)B Requirement of Chlorine
Supplement this section with the following:
Chlorine residual tests must be taken immediately following the initial filling. At a minimum, a test
shall be taken at each end of the watermain.
If the initial chlorine residual is between 50 mg/l and 100 mg/l, the minimum residual limits stated
after the retention times in the next sections will be increased proportionally. If the initial chlorine
residual exceeds 100 mg/l, the Owner, at their sol e discretion, may require the water be flushed
and refilled with a lower residual.
7-09.3(24)K Retention Period
Supplement this section with the following:
If the water temperature is less than 41° F, the retention time before testing shall be at least 48
hours.
Total retention time shall not exceed 3 days, or 24 hours more than the minimum retention time,
whichever is less, after which the chlorinated water shall be immediately flushed out.
7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service
Connections
Replace the second sentence with the following:
All closure fittings shall be swabbed with a very strong chlorine solution of at least 1 percent
C hlorine(10,000 ppm).
7-09.3(24)N Final Flushing and Testing
Supplement this section with the following:
If after the retention period in section 7-09.3(24)K the chlorine residual is less than 1 mg/l, the
system must be flushed and re-chlorinated. If the residual is between 1 mg/l and 25 mg/l, the
Contractor may choose to either flush and re-chlorinate or may flush and fill with system water
and have samples taken at their risk.
Standard Sampling Procedures
DIVISION 7 13
Take bacteriologic samples at the following locations, at a minimum. All samples must pass for
approval.
Every 1,200 feet, and
At all laterals longer than 18 feet, and
At the end of the main.
Take samples using one of the following two options (per AWWA C651).
Option A: Take the first samples after flushing is complete. Take the second samples 16-
hours later.
Option B: After flushing is complete, take the first samples 16-hours later, and the second
samples 15-minutes after that. The sampling port shall be left running during the 15-
minute interval.
For either option, the Owner has the sole discretion to require additional tests up to one week
after flushing.
For temporary water systems using new HDPE pipe stored with the ends continuously capped
just prior to installation, samples may be taken immediately following flushing rather than waiting
16-hours.
Replace the last sentence of the third paragraph with the following:
Samples will be collected, and bacteriological tests obtained by the Contractor. The Contractor must coordinate
with the Owner so the Owner may witness the sampling process.
7-09.3(25) Abandonment / Removal of Terminated Water Facilities
This section is new:
Owner shall be sole determiner of appropriate abandonment procedures and methods. Restore all
disturbed surfaces to original condition and to the satisfaction of the Owner and land owner/agency.
The Owner owns all existing water system materials and has th e right of salvage for any equipment
at their discretion. Return all removed equipment (hydrants, fittings, valves, etc., but not pipe.) to the
Owner at 901 NW Rhoton Rd, Yelm, WA 98597,at the discretion of the Owner. Equipment deemed
unusable by the Owner shall become the property of and be disposed of by the contractor. Should
the contractor unnecessarily damage any existing functional and salvageable equipment, said
equipment shall be repaired or replaced by the contractor at their cost.
The following methods are approved abandonment procedures for terminated facilities.
Lateral Pipes
1.Abandoned hydrants, services, branch mains, etc. shall be terminated at the facility location
and at the mainline. The lateral shall not be left connected to the mainline.
Valves
1.Remove valves and valve boxes. Plug or blind flange the water main.
2.An alternative method of abandonment is acceptable if, at the discretion of the Owner, the
valve should not be removed. Close the valve, install a plug or flange on the open end, then
remove the valve box.
Water Services and Air Valve Assemblies
1.Remove all boxes, vaults, setters and miscellaneous fittings. Backfill with crushed rock and
compact. Native soils may be used for backfill if approved by the Owner.
DIVISION 7 14
2.Cut service pipe at the main and remove the stub from corp stop. Close corp stop and install
a threaded cap.
3.Remove entire service line back to water main (excavate or pull).
4.At the discretion of the Owner, the service line may remain in place, but must be terminated
at the mainline as described in item 2.
Hydrants
1.Remove entire hydrant, abandon pipe, and abandon / remove isolation valve as detailed
above.
2.Remove any bollards.
3.Backfill with crushed rock, or native material if approved by the Owner.
Water Mains Left in Place
1.Cut and drain the abandoned water main at all low points and where exposed during
construction.
2.Remove mains in the way of new construction. Saw cut and remove short sections of pipe.
Mains shall not be forcibly removed with heavy equipment due to potential damage to
surrounding utilities.
3.Mains that will be terminated but not encountered during new trenching may be left in place,
but all valves must be removed or abandoned as described under "valves".
4.Plug ends of abandoned mains with grout plug, blind flange, or cap as directed by the Owner
depending on the type of pipe and soil conditions.
Removal of Terminated Water Mains
1.Remove the existing mains in their entirety where shown on the plans. Provide and install
select bedding (or trench backfill if approved by the Owner) to replace lost volume.
7-12 VALVES FOR WATER MAINS
7-12.3(2) Adjust Valve Box
The following section is new:
This work consists of rehabilitating and/or adjusting those existing valve boxes, which will remain
active at project completion, to temporary and finished grade in accordance with the Plans.
Any existing valve box components that are broken during construction shall be replaced. If a valve
box is blocked with debris, the Contractor shall remove such debris leaving the valve installation in a
fully operable condition. Remove any asphalt or debr is from valve box tops and lids so that lid and
handle are loose and free.
Maintain existing valve boxes at all times to allow the Purveyor access for operation. The Contractor
shall notify the Purveyor of any existing valve boxes in a condition of disrepair.
Adjust all valve boxes as described below unless shown otherwise on the plans. In travelled areas,
including sidewalks and shoulders, adjust the valve box to between 0 and 1/8–inch below finished
grade. In untraveled areas adjust the valve box to between 0 and 1/2–inch above finished grade.
The final installation shall be made in accordance with the applicable portions of Section 7-12 of the
Standard Specifications.
Valve box adjustment within new paving shall be done per the following procedure:
Lower the box so the lid is below the finished surface by at least 1/4 inch.
Mark lid location with flexible indicator, 3-point measurement, or other method acceptable to
the Owner.
DIVISION 7 15
Install paving.
Cut paving at least 6 inches clear around valve box and remove. Cuts must be made using a
circular cutter, or other method that does not result in cut lines extending beyond the patch
area.
Raise the valve box.
Install paving.
When valve box top sections have lug slots, align the slots with the flow direction of water through the
valve. If uncertain of direction, contact the Purveyor for clarification.
7-14 HYDRANTS
Throughout this section, replace the words “Standard Plans” with “Purveyor’s Standard Details”.
7-14.1 Description
Supplement this section with the following:
Refer to the City of Yelm’s Standard Detail for additional requirements.
7-14.2 Materials
Supplement this section with the following:
Provide and install 5-inch Storz adapter for all hydrants.
7-14.3 Construction Requirements
7-14.3(1) Setting Hydrants
Supplement this section with the following:
Contractor shall verify required hydrant bury depth for each individual hydrant location prior to
ordering hydrants. Bury depth may vary along the project based on topography and water main depth.
7-14.3(2)A Hydrant Restraints
Supplement this section with the following.
Refer to the City of Yelm’s Standard Detail for restraint methods if the distance between the
auxiliary valve and hydrant is more than 16 feet, thereby requiring more than one stick of pipe.
7-14.3(2)C Hydrant Guard Post
The first sentence is replaced with the following:
Hydrant guard posts shall be constructed at the locations shown on the plans or as directed by
the Owner’s Inspector.
7-14.3(6) Hydrant Extensions
Supplement this section with the following:
Contractor shall determine correct bury depth for ordering hydrants. Hydrant extensions shall be
incidental to the contract. No additional payment will be made.
DIVISION 7 16
7-15 SE V R ICE CONNECTIONS
7-15.2 Materials
Replace this section in its entirety:
Refer to the City of Yelm’s Standard Details for construction materials.
7-15.3 Construction Requirements
Replace the first two sentences with the following:
All service connections to water mains shall be made using saddles as shown on the City of Yelm’s
Standard Details. Direct taps are not allowed.
Replace the first sentence of the second paragraph with the following:
The depth of trenching for service connection piping shall provide a minimum of 3.5 feet of cover over the
top of the pipe, unless shown otherwise on the Purveyor’s standard detail.
Replace the first sentence of the fourth paragraph with the following:
Reconnect all existing service connections along the project route to the new main, unless specifically
identified otherwise on the plans or directed otherwise by the Owner.
Supplement this section with the following:
Restore all disturbed surfaces to original conditions or better, including that on private property. Restore
landscaping to original condition. Maintain water service at all times except when temporary outages are
approved by the Purveyor.
Tap hole size in mainline to be no smaller than 1/8-inch less than the nominal service pipe size. E.g. 1-
inch service pipe requires 7/8-inch hole minimum.
The Contractor will relocate the existing flow meter to the new setter.
END DIVISION 7
DIVISION 7 17
Division 8
Miscellaneous Construction
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.1 Description
Supplement this section with the following:
Watering for dust control shall NOT be considered erosion control and water pollution control. See Section
2-07 in these Special Provisions.
8-01.3 Construction Requirements
8-01.3(1) General
Supplement this section with the following:
Erodible earth not being worked, whether at final grade or not, shall be covered within the specified
time period using a soil covering practice approved by the Engineer.
Western Washington
October 1 through 5
June 30 days
July 1 through 10
September 30 days
The tenth paragraph of Section 8-01.3(1) is revised to read:
(January 25, 2010)
Erodible Soil Wester n Washington
Erodible soil not being worked whether at final grade or not, shall be covered within the following time
period using an approved soil cover practice:
July 1 through September 30 1 0 days
October 1 through June 30 5 days
8-01.3(1)F Vehicular Transport of Sediment
This section is new:
Wherever construction vehicle access routes intersect paved roads, provisions must be made by
the Contractor to minimize the transport of sediment onto the paved road. The Contractor shall
remove all dirt, mud, rocks, vegetation, or other deleterious mater ial from all construction
equipment prior to leaving the site. This may include spray washing, sweeping, or other physical
methods as necessary to remove materials.
If sediment or other debris is transported onto a paved road surface, the road shall be cleaned
thoroughly by the end of the work day. Debris shall be removed from roads by shoveling or
sweeping. Street washing shall be allowed only after debris has been r emoved in this manner.
8-02 ROADSIDE RESTORATION
8-02.2 Materials
Supplement this section with the following:
DIVISION 8 1
The Contractor shall only use Topsoil Type C. Topsoil Type B will be permitted in place of Topsoil Type C
if sufficient soils meeting the Specifications exist within the project limits.
8-02.3 Construction Requirements
8-02.3(15) Lawn Installation
Supplement this section with the following:
Preparation of Planting and Lawn Areas (General)
Spread topsoil to minimum compacted depth of 3 inches. After topsoil has been improved and
tilled, the area shall be raked and rock picked to a depth of 3" to remove all additional stones
over 1/2", roots, lumps or any other foreign matter and bring to fi nal finish grade, as approved.
The finished surface shall be loose, smooth, pulverized, and weed and grass free.
Grade of lawn seed beds shall be set to allow for continuation of drainage patterns, flush at uphill
side and 1" below at down hill sides of adjacent curb tops, walks and slabs. Crown any areas
surrounded by sidewalks or curbs to provide proper drain age and pleasing appearance. All
surfaces adjacent to building or walls shall slope away from wall at a minimum slope of 2%. All
grades must be approved by the Contracting Agency before continuing with seeding.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways
Supplement this section with the following:
Pedestrian curbing adjacent to ramps shall be included with the ramp bid item.
Pedestrian curbing adjacent to driveways shall be included with the driveway bid item.
8-05 QUALITY OF WORKMANSHIP
(NEW SECTION)
This Section 8-05 is added to the Contract Special Provisions.
8-05.3 Construction Requirements
8-05.3(1) Cast-in-place concrete
Although only curb, gutter, and sidewalk is mentioned, this section shall apply to all curb, gutter,
spillway, sidewalk, driveway, stair, ramp, wall, or other cast-in-place concrete. Unless otherwise
approved by the Engineer, the Contractor shall have all forms and string lines set at least 24 hours
before any concrete pour. Staking shall include all curb cuts, ramps, driveways, and other features
shown in the Plans as well allowing time for the Engineer to check locations, lines, and grades. The
Contract or shall adjust forms and string lines to ensure proper drainage and ADA compliance. The
Engineer’s inspection of the forms, string lines, and stakes shall not be considered acceptance of the
work.
If after construction, any section of curb or gutter fails to drain, or sidewalk and/or curb ramps exceed
the maximum slopes/grades specified, these items shall be removed and replaced at the Contractor’s
expense.
DIVISION 8 2
Curb, gutter, and sidewalk shall be placed to the horizontal and vertical position as indicated in the
Plans or as otherwise specified. Where elevations are not provided, the Contractor shall match the
existing cross slope as projected with a 10-foot strai ght edge.
Tie-ins to existing curb, gutter, and sidewalk shall have a 10-foot transition to match existing heights
and widths.
The following criteria will be the basis by which the concrete curb, gutter, and sidewalk is measured
against:
The completed surface of the curb, gutter, and sidewalk shall not vary more than 1/8-inch from
the edge of a 10-foot straightedge placed on any surface parallel to centerline.
Curb widths and heights (regardless of curb type) shall not vary by more than 1/8-inch of
planned dimensions.
Sidewalk widths shall not vary by more than 1/4-inch of planned dimensions.
No bulges and/or indentations shall be visible from placement of expansion joints.
The completed surface of the concrete shall be uniform and free of blemishes from floats, trowels,
rain drops, curing compound, etc.
All joints shall be perpendicular to the centerline of the roadway.
All broomed curb and gutter surfaces shall be parallel to the centerline of the roadway.
All broomed sidewalk surfaces shall be perpendicular to the centerline of the roadway.
Should any section of curb, gutter, or sidewalk fail to adhere to the established standards, that section
of concrete shall be removed to the nearest expansion joint and replaced at the Contractor’s expense.
At the option of the Engineer, sub-standard cur b, gutter, or sidewalk may be left in place but is subject
to a penalty fee of 20% of the unit bid price for the applicable item(s). Should the Contractor not be
able to adhere to the established standards, the Contractor shall make proper modifications t o such
items as equipment, methods, personnel, etc. to correct the situation. Time spent for removal and
replacement of substandard concrete shall not be grounds for additional contract time and/or
compensation.
The Contractor shall be responsible to barricade, patrol, or otherwise protect the newly placed
concrete to prevent damage from occurring to the concrete. Damaged, vandalized or unsightly
concrete shall be removed and replaced at the expense of the Contra ctor.
All costs for completing the work listed in this section shall be included in the unit bid prices of the
applicable items.
8-06 Cement Concrete Driveway Entrances
8-06.3 Construction Requirements
Supplement this section with the following:
All commercial driveway entrances shall be poured one half at a time to allow access unless alternate
access is available.
DIVISION 8 3
The Contractor shall be responsible to barricade, patrol, or otherwise protect the newly placed concrete
to prevent damage from occurring to the concrete. Damaged, vandalized or unsightly concrete shall be
removed and replaced at the expense of the Contra ctor.
Construction of Cement Concrete Driveway Entrances shall be in accordance with this section.
Modifications of existing driveways shall be accomplished by cutting the existing pavement cleanly and in
a straight line with cutting equipment approved by the En gineer.
Monument Cases
Adjust Monument Case and Cover
Reinstalling Monument Case and Cover
The first sentence of Section 8-13.3(2)B is revised to read:
(October 3, 2022)
The adjusted or reinstalled monument case and cover shall be reset to ¼-inch below the finished
pavement as indicated in the plans and in accordance with the following additional requirements:
8-14 Cement Concrete Sidewalks
8-14.3 Construction Requirements
Section 8-14.3 is supplemented with the following:
(October 3, 2022)
The Contractor shall request a pre-construction meeting with the Engineer to be held two to five working
days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access
routes to discuss construction requirements. Those a ttending shall include:
1.The Contractor and subcontractor in charge of constructing forms, and placing, and finishing the
cement concrete.
2.Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramp
or pedestrian access route Work.
Items to be discussed in this meeting shall include, at a minimum, the following:
1.Slopes shown on the Plans.
2.Inspection
3.Traffic control
4.Pedestrian control, access routes and delineation
5.Accommodating utilities
6.Form work
7.Installation of detectable warning surfaces
DIVISION 8 4
8.Contractor ADA survey and ADA Feature as-built requirements
9.Cold Weather Protection
(January 7, 2019)
Timing Restrictions
Curb ramps shall be constructed on one leg of the intersection at a time. The curb ramps shall be
completed and open to traffic within five calendar days before construction can begin on another leg of
the intersection unless otherwise allowed by the Engin eer.
Unless otherwise allowed by the Engineer, the five calendar day time restriction begins when an existing
curb ramp for the quadrant or traffic island/median is closed to pedestrian use and ends when the quadrant
or traffic island/median is fully functional and open for pedestrian access.
(January 7, 2019)
Layout and Conformance to Grades
Using the information provided in the Contract documents, the Contractor shall lay out, grade, and form
each new curb ramp, sidewalk, and curb and gutter.
8-14.3(5) Detectable Warning Surface
Supplement this section with the following:
Detectable warning surfaces shall extend along the entire width of the ramp. Any joints shall be
uniformly and equally spaced. Detectable warning surfaces panels shall be no less than 24” x 24”.
8-22 PAVEMENT MARKING
8-22.2 Materials
Supplement this section with the following:
Plastic pavement marking material shall conform to the following:
Long Line Markings:Type D-Liquid Cold Applied Methyl Methacrylate (spray or extruded)
Transverse and Symbol Markings:Type B–Pre-Formed Fused Thermoplastic (heat fused) or Type
D-Liquid Cold Applied Methyl Methacrylate (spray)
8-22.3 Construction Requirements
Supplement this section with the following:
All stencils used for pavement markings shall become the property of the City of Yelm Public Services
upon project completion. Stencils provided to the City of Yelm Public Services shall be comprised of
polyethylene or steel materials.
Where called out in the Plans, the Contractor shall paint the entire face and 6-inch top of curb.
Contractor is responsible for establishing the necessary control points to enable spotting of the new
pavement markings prior to installation.
Prior to installing pavement markings, the Contractor shall pre-mark the layout of all channelization and
receive approval from the Engineer. Pre-marks shall consist of painted spot markings. The Contractor
shall notify the Engineer and request approval of the pre-mark channelization at least 48 hours prior to
placement of the pavement markings.
DIVISION 8 5
8-23 Temporary Pavement Markings
8-23.3 Construction Requirements
Supplement this section with the following:
Temporary broken centerline striping shall be provided this contract at either the current roadway
centerline or the construction centerline. The Contractor’s Traffic Control Manager or Traffic Control
Supervisor shall be responsible for scheduling when to place, renew, and remove temporary pavement
markings.
END DIVISION 8
DIVISION 8 6
Division 9
Materials
9-03 AGGREGATES
9-03.12 Gravel Backfill
Section 9-03.12(3) Gravel Backfill for Pipe Zone Bedding
Supplement this section with the following:
The table in the Standard Specifications does not apply to pressurized pipe or gravity sanitary sewer.
The last paragraph of the Standard Specification does not apply to pressurized pipes.
Definitions:
“Bare” pipe means no poly-bags, thick epoxy coating, tape wrap, or similar exterior protection.
Asphaltic or primer coated ductile iron qualifies as “bare”. The Owner has sole discretion to
qualify the coating.
Unrestrained: Push-on joints or similar.
Fully restrained: All pipes and fittings are restrained.
Partially restrained: Some pipes and fittings are restrained.
Use the following gradations unless shown otherwise on the plans.
Pressurized pipe, fittings, and valves.
The following bedding materials are approved if provided with WSDOT Aggregate Source Approval
documentation.
9-03.4(2) Aggregate for BST: ¾”-½”; 5/8”-No.4, ½”-No. 4 (4” and larger pipe).
9-03.4(2) Aggregate for BST: 3/8”-No. 4 (3” and smaller pipe).
9-03.8(6) HMA Proportions of Materials: ¾-inch (4” and larger non-metallic pipe and poly-
bagged metallic pipe) (see Note 1).
9-03.9(3) Top Course (4” and larger pipe).Can be used for bare metallic pipes only if it meets
the sand equivalent criteria shown in Table 1.
9-03.9(4) Maintenance Rock (3” and smaller non-metallic pipe, unrestrained or fully restrained).
9-03.12(4) Gravel Backfill for Drains (4” and larger pipe).
9-03.13 Backfill for Sand Drains (3” and smaller non-metallic pipe, unrestrained or fully
restrained).
For bedding materials other than those listed above:
Non-metallic pipes (unrestrained or fully restrained): Table 1 or Table 2.
Non-metallic pipes (partially restrained): Table 1.
Non-metallic pipes (partially restrained): Table 2 (see Note 1)
Metallic pipes (all restrained types, no poly-bags): Table 1.
Metallic pipes with poly-bags (unrestrained or fully restrained). Table 1 or Table 2.
Metallic pipes with poly-bags (partially restrained). Table 1 or Table 2 (see Note 1)
Note 1: If either No. 40 sieve exceeds 25% or No. 200 sieve exceeds 5% then additional
restrained joint lengths may be required unless the restrained lengths were calculated using
silty-sand or finer material. See special provision 7-08.3(2)K.
DIVISION 9 1
Table 1 Table 2
Sieve Size% Passing by Weight% Passing by Weight
Pipe 4”Pipe < 4”Pipe 4”Pipe < 4”
1”99–100 100 99–100 100
3/4”80–100 100 75–100 100
5/8”70–100 99–100 50–100 99–100
3/8”50–100 99–100 40-100 99–100
U.S. No. 4 30–100 30–100 20-100 20–100
U.S. No. 10 15–85 15–85 10–85 10-85
U.S. No. 40 2–25 2–25 3–50 3–50
U.S. No. 200 0–5 0–5 0–10 0–10
Sand equivalent 50 min 50 min 35 min 35 min
Non-metallic sanitary sewer and storm sewer pipes (5.0-inch outside diameter and larger).
The following bedding materials are approved if provided with WSDOT Aggregate Source Approval
documentation.
9-03.4(2) Aggregate for BST: ¾”-½”; 5/8”-No.4, ½”-No. 4 (All pipe sizes).
9-03.4(2) Aggregate for BST: 3/8”-No. 4 (3” and smaller pipe).
9-03.8(6) HMA Proportions of Materials: ¾-inch (4” and larger pipe).
9-03.9(3) Top Course (4” and larger pipe).
9-03.9(4) Maintenance Rock (3” and smaller pipe).
9-03.12(4) Gravel Backfill for Drains (4” and larger pipe).
9-03.13 Backfill for Sand Drains (3” and smaller pipe).
For bedding materials other than those listed above, use Table 3.
Table 3
Sieve Size SDR 26 or Thicker Thinner than SDR 26
% Passing by Weight% Passing by Weight
1¼”99-100
1”75-100 99-100
3/4"75-100
5/8”50-100 50-100
U.S. No. 4 20-100 20-100
U.S. No. 40 3-50 3-50
U.S. No. 200 10.0 max 10.0 max
Sand equivalent 35 min 35 min
Non-pressurized pipe and conduit smaller than 5.0-inch outside diameter.
The following bedding materials are approved if provided with WSDOT Aggregate Source Approval
documentation.
9-03.4(2) Aggregate for BST: 5/8”-No.4, ½”-No. 4 (All pipe sizes).
9-03.4(2) Aggregate for BST: 3/8”-No. 4 (3” and smaller pipe).
9-03.8(6) HMA Proportions of Materials: ¾-inch (4” pipe).
9-03.9(3) Top Course (4” pipe).
9-03.9(4) Maintenance Rock (3” and smaller pipe).
DIVISION 9 2
9-03.12(4) Gravel Backfill for Drains (4” pipe).
9-03.13 Backfill for Sand Drains (All pipe sizes).
9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
9-05.12 Polyvinyl Chloride (PVC) Pipe
9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC
Sanitary Sewer Pipe
Supplement this section with the following:
PVC pipe for culverts and storm shall be solid white throughout the entire resin.
9-05.12(3) Tracer Wire and Splices
Add the following new section:
Tracer wire (locator wire) shall be #12 AWG minimum, single conductor solid, bare annealed copper,
30-Volt construction, with blue water-resistant insulation.Supply in 2,500-foot coils minimum. Direct
bury splice enclosures shall be Spears DS-500 Splice Wire Connector, 3M DBY, or approved equal.
9-05.12(4) Buried Utility Marking Tape
Add the following new section:
Where locating wire is not included along the pipeline, the tape shall have a metallic foil core to provide
positive detection for pipeline locators. Where locating wire is used, locating tape shall not include
any metal components, unless shown otherwise on the plans. This is to prevent locating signal
conflicts.
Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known
alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil.
The tape shall be color coded and shall be imprinted continuously over its entire length in permanent
black ink. The message shall convey the type of line buried below and shall also have the word
“Caution” prominently shown. Color coding of the tape shall be as follows:
Utility Tape Color
Water Blue
The width of the tape shall be as recommended by the manufacture for the depth of installation.
9-30 WATER DISTRIBUTION MATERIALS
Replace the first paragraph with the following:
This Specification addresses pipe and appurtenances 24-inches in nominal inside diameter and
smaller. Water distribution material incorporated in the Work shall be new. All materials shall comply
with the most current version of the AWWA standard applicable for that material unless specifically
stated otherwise.
All materials to be pressure tested shall be rated by the manufacturer for the largest of the following
test pressure references:
DIVISION 9 3
1.7-09.(23) for ductile iron and PVC, or
2.The Owner’s standard details, or
3.The applicable AWWA standard (often 1.5 times the material’s rated working pressure).
The Contractor is responsible for verifying the materials supplied meet the working pressure and test
pressure requirements. Submit documentation of nonconformities for the Owner’s review no later than
during the submittal process.
9-30.1 Pipe
9-30.1(5) Polyvinyl Chloride (PVC)
9-30.1(5)A PVC Pipe (4 Inches and Over)
Supplement this section with the following:
PVC pipe used on the project shall be new, having been manufactured within 18 months prior to
the date of delivery, and shall be kept clean and protected against sunlight and heat damage.
Pipe that is older than 18 months at the time of delivery, or that i s damaged due to sunlight or
heat, shall be removed from the project site and replaced by the Contractor at no cost to the
Owner.Damage includes loss of pigment (“sun bleached”).
See Section 9-30.1(8) for pipe joint restraint systems.
PVC pipe for domestic water shall be solid blue throughout the entire resin.
PVC pipe for domestic water shall have a wall thickness no thinner than that of SDR 18.
9-30.1(8) Restrained Joint Pipe
Add the following new section:
Contractor is responsible for the compatibility of the pipe and restraint system proposed in their bid.
Restraint system must be rated to no less than the maximum test pressure. See Section 9-30.2(6)
and 9-30.2(6)A for restrained fittings and material/coating requirements for all external restraints.
Restraints using a gasket with imbedded gripper teeth shou ld not be used where deflection of more
than 0.5 degrees (2-inches over 18-feet, or 2,050 ft radius) for push-on restrained joints is needed.
C900 PVC: Unless shown otherwise on the plans, push-on restrained joint pipe 12-inch diameter and
smaller shall use a restrained gasket equal to Hultec HydroGrip (previously called RieberLok), or
external bell restraints equal to EBAA Iron model 1900.
C900 PVC TRJ: The bell to have an integral gasket and retainer. Diamond Plastics Lok-21, Westlake
Certa-Lok, or approved equal. Pipe using a single gasket for both pressure and restraint (e.g.
HydroGrip-RieberLok) are not a TRJ system.
9-30.2 Fittings
Supplement this section with the following:
Steel bolts, nuts and washers shall be zinc plated. Flange bolts to be ASTM A307 Grade A (or SAE J429
Grade 5); or ASTM A307 Grade B (or SAE J429 Grade 2).
9-30.2(1) Ductile Iron Pipe Fittings
Replace the fourth sentence with the following:
DIVISION 9 4
Gaskets for flanged fittings shall be ring type. Full face type gaskets are not allowed.
Gaskets must be minimum 1/8” thick, with a durometer of 55 to 65, and rated for 250 psi working
pressure. Gasket material may be neoprene, cloth inserted rubber, nitrile rubber (Buna-N, NBR),
styrene-butadiene rubber (Buna-S, SBR), or chlorinated butyl. Provide fastener torque requirement
from the gasket manufacturer.
Do not use SBR, nitrile, or neoprene in fittings used for air transport in wastewater treatment systems.
9-30.2(6) Restrained Joint Fittings
Supplement this section with the following:
Restraint system must be rated to no less than the maximum test pressure. External restraints for
fittings and pipe in all buried applications, and in exposed areas when not being field coated shall be
corrosion resistant.Iron parts: Coated at the factory with fusion bonded polyester based coating (e.g.
Romac Romabond, EBAA Mega-bond, Ford Armorguard E-Coat) or approved equal. Wrapping
external restraints with polyethylene sheets or wax tape in lieu of corrosion resistant s teel and/or
coatings may be allowed if approved by the Owner.
9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe
Supplement this section with the following:
This section is specifically for unrestrained couplings.
Couplings for DI, C900 PVC, CI, or AC pipe shall be Hymax or approved equal.Couplings for 3-inch
and larger pipe shall have a center barrel no less than 7-inches long.
9-30.3 Valves
9-30.3(1) Gate Valves (3 to 16 inches)
Replace this section with the following:
This section applies to gate valves 3-inch through 48-inch diameter.
Gate valves shall be rated for 250 psi working pressure and meet the requirements of AWWA
C509 or C515. All exterior valve body bolting (bonnet, stuffing box, gear box) shall use Cor-Ten,
304 (18-8) SS, or 316 SS bolts and nuts.
9-30.3(4) Valve Boxes
Supplement this section with the following:
Refer to Owner’s Standard Detail for additional requirements.
9-30.3(5) Valve Marker Posts
Replace this section with the following:
Refer to Owner’s Standard Detail.
9-30.3(6) Valve Stem Extensions
Supplement this section with the following:
DIVISION 9 5
Refer to Owner’s Standard Detail for additional requirements.
9-30.3(7) Combination Air Release/Air Vacuum Valves
Supplement this section with the following:
Refer to Owner’s Standard Detail for additional requirements.
3-inch diameter and larger valves with a high-capacity air vent function (typical for air/vacuum and
combination air valves) shall include a throttling device specifically for the air vent function to prevent
slamming. The throttling device shall not restr ict any vacuum or air release function the valve may
also have. APCO CSV surge check, Val-Matic CSS surge suppression, or approved equal.
9-30.6 Water Service Connections
9-30.6(1) Saddles
Replace this section with the following.
Refer to Owner’s Standard Details.
Select a saddle where the pipe outside diameter falls within the saddle fitting range. The pipe outside
diameter must be larger than, not equal to, the smallest value of the saddle fitting range.
9-30.6(3) Service Pipes
9-30.6(3)B Polyethylene Tubing
Replace the third paragraph in this section with the following.
Tubing used for 2-inch and smaller shall be Phillips Drisco Pipe 5100.
9-30.6(5) Meter Setters
Replace this section with the following:
Refer to Owner’s Standard Details.
9-30.6(7) Meter Boxes
Replace this section with the following:
Refer to Owner’s Standard Details.
END DIVISION 9
DIVISION 9 6
DIVISION 10
MEASUREMENT AND PAYMENT
10.00 G ENERAL
It is the intention of these Specifications that the performance of all work under the bid for each
item shall result in the complete construction in an accepted operating condition, of each item.
Work and material not specifically listed in the proposal, but required according to the contract
Plans, Specifications, and general practice shall be included in the Contractor's bid price. No
separate payment of any kind will be made for these incidental items.
Bid Schedule A–Water System Improvements
Bid Item 1 01–Mobilization, Demobilization,Site Preparation, and Cleanup(10%)
The lump sum price shall cover the complete cost of providing, furnishing, and installing all work
and materials necessary to move or organize equipment and personnel onto the site, provide and
maintain support facilities and obtaining all necessary permit s, licenses, bonds, and any other
items not covered elsewhere.This lump sum shall also cover the cost of coordinating with other
utility owners such as the fiber optic,gas, power, police,school district,etc.
The lump sum price shall cover the complete cost of demobilization final cleanup dressing and
trimming the project area after construction of improvements,moving all personnel and equipment
off the site after contract completion of the bid items.
This Bid Item shall also include the cost of providing two project si gn s to be installed as directed
by the owner.Additionally, the Contractor shall video film and document the site conditions of the
proposed alignment prior to commencing any construction activity.
This Bid Item shall also include the cost for negotiation,securing,maintaining and restoring
staging areas needed for this project.The project site shall be restored to existing conditions as
documented at the commencement of the project with the video documentation as previously
stated.
No more than 80-percent of bid amount for this item will be paid before final payment request,
and this bid amount may not be more than 10-percent of the total contract value.
Bid Item 10 2–Construction Survey and As-Built Record Drawings
The lump sum price for construction survey will be full compensation for all surveying needed to
construct the improvements to the line and grade per the approved plans, pavement markings
indicating stationing along the alignment, locating and punching of survey monuments, locating
property corners, and providing the required construction and as-constructed field notes. A copy
of all cut sheets and/or similar work shall be given to the owner 24 hours in advance of
construction and a copy of the survey contr ol notes shall be given to the owner when done.
Partial payments for this item will be made in connection with the monthly pay estimates based
upon work completed. Up to 50 percent of this bid item will be paid for prior to receiving as-builts
from the Contractor. After receipt and approval of as-builts, the City shall pay the remaining 50
percent of the bid item.This bid item shall also cover utility locating and marking.
Bid Item 10 3–Temporary Sedimentation and Erosion Control
The lump sum price shown shall cover the complete cost of furnishing, installing, maintaining, and
removing sedimentation and erosion control devices. The price shall also include erosion control
measures necessary following construction to restore areas d isturbed by this project. The plans
identify the minimum measures required. The price shall include additional measures as
necessary to meet the Specifications.Partial payment for this item will be made in connection
with the monthly pay estimates based upon the work completed.
Bid Item 10 4–Potholing Existing Utilities
The unit price per each shall be full compensation for furnishing all materials and equipment for
potholing at existing connection locations, utility crossings, and other locations as shown on the
plans and/or requested by the City inspector. This bid item shall include all work, equipment, and
labor necessary to remove,haul,and dispose of excavated materials,to perform potholing,
backfilling, compaction, and temporary pavement restoration as described in the specifications.
Payment shall be based on each pothole.The owner may adjust quantities, and the per each
unit price shall be used for said adjustments. No additional payments will be made for saw cutting
or surface restoration.
Bid Item 10 5–Shoring and Trench Safety Systems
The lump sum price shown shall cover the complete cost of furnishing, installing, maintaining,and
removing all shoring, cribbing and coffer dams necessary to support trench and excavation walls
as described in the standard specification. The price shall also cover the complete cost to sheet
and barricade the trench each night to protect the general public.
Bid Item 106, 107,& 1 0 8–6-inch, 8-inch,&1 2-inch C900 Water Main
The price s per linear foot shall be full compensation for furnishing C900 PVC water main in place
as shown on the plans and specified herein, including all equipment, labor, and work necessary
for trench excavation (excavation is unclassified), haul,and disposal of displaced material;
furnishing,placement, and compaction of pipe bedding material;furnishing and installing all
necessary fittings(regardless of fitting material),thrust blocks and restrain rods;furnishing and
installing ductile iron c asings,and associated casing appurtenances in pla ce;furnishing,
placement,and compaction of backfill material;furnishing, placement, and compaction of
roadway subgrade material;flushing, cleaning, testing,chlorination, dechlorination,and placing
pipe into service; temporary trench surface restoration and maintenance,and any other
improvements not covered in any other bid items.
The price shall also include the cost of materials, equipment, and labor to install and test the utility
tracing system.
Measurement will be along the pipe centerline, including all fittings, restraints, and thrust blocks
for each respective pipe size.
This Bid Item captures water main installation costs in both the WSDOT and City of Yelm right of
ways.
Note s:The cost of furnishing and installing final trench patch material is included in Bid Item 120
–Hot M ix Asphalt (HMA)-Trench Restoration.
This Bid Item only includes water main shown on the plan for which the lengths are specified
(called out on the plan sheets). All other water main necessary to make connections will be
included in other bid items.
Bid Item 1 09, 11 0, 1 11, & 11 2–6-inch, 8-inch, 1 0-inch, &12-in ch Gate Valve
The gate valves shall be measured and paid for at the applicable unit price for each,in place,
complete, which shall constitute full compensation for furnishing, equipment and labor required to
install:valve, valve marker, valve box, valve riser, concrete pad, and all other necessary
appurtenances.
Notes:The intent of the above b id i tem is to cover the cost for all valves shown in the plans
excluding valves needed for fire hydrant assemblies.
Bid Item 11 3–Service Connections
The unit price per each shall be full compensation for furnishing all materials,equipment, and
labor necessary for installing service line s,regardless of the size;installation of a new water
service includ es meter box,meter setter,flow splitting manifold where applicable,and
reconnection to the existing service line.
This price includes the customer notification of service disruption;relocation of new meter box
and setter;extension of existing service line to new meter box;trench excavation;boring of service
lines crossing under pavement;crossing of existing utilities;flushing, cleaning, testing,
sterilization,and dichlorination.This unit price shall also include the removal and salvage of
existing meter;removal of existing meter box, manifold, fittings, adapters as necessary to install
the water service.The unit price shall also include all costs to install locating wire for service line s,
testing,and any other items not covered in the other bid items requi red for the installation of
service connections in place.
P ayment for this unit price shall be measured per each new service line(counted from the tap at
the water main).
When reconnecting a customer’s service line outside the right-of-way, the Contractor shall contain
the work area within the City’s easement (approximately 15-feet).
Note s:Contractor to salvage and install existing meter on to new setter. Labor shall be incidental
to the unit price.Backflow prevention devices, where encountered, shall not be altered.
Bid Item 11 4–Service Connections–Yelm Creek Apartments
The unit price per each shall be full compensation for furnishing all materials, equipment, and
labor necessary for installing 2-inch service lines;installation of a new water service includ es
water service pipe and reconnection to the existing meter setter.
This price includes the customer notification of service disruption;f ire watch;trench excavation;
flushing, cleaning, testing, sterilization,and dichlorination. The unit price shall also include all
costs to install locating wire for service line s, testing,and any other items not covered in the other
bid items required for the installation of service connections in place.
Payment for this unit price shall be measured per each new service line (counted from the tap at
the water main).
When reconnecting a customer’s service line outside the right-of-way, the Contractor shall contain
the work area within the City’s easement (approximately 15-feet).
Notes:Existing meter box, meter, and setter shall remain in place.Contractor shall coordinate
with the City and the S.E. Thurston Fire Authority for guidance prior to removing fire service to
the Yelm Creek Apartment complex.
Bid Item 11 5–Removal or Abandonment of Inactive Water System
The lump sum unit price shall be full compensation for furnishing all materials and equipment
necessary to remove or abandon the existing water system as shown on the Plans. The price
shall include excavation, disposal, and haul of displaced material;plugging or capping the existing
pipe;removal, disposal, and haul of the existing pipe, valves boxes, valve nuts, meter boxes,
setters,fire hydrants,and pipe necessary to make the connections of the new system to the
existing system; abandoning pipe in place as noted in the specifications.
Bid Item 11 6–Disposal of Asbestos Cement W ater Main
The price per linear foot shown shall be full compensation for the disposal of existing asbestos
cement (AC) water mains and will be per linear foot of existing AC water main that is removed,
hauled and disposed of at a certified hazardous waste disposal f acility in conformance with the
Contract Documents,regardless of pipe diameter. This bid item shall not apply to AC main that is
abandoned in place.Only AC pipe necessary for the construction of improv ements and as
approved by the Owner shall be counted and measured.
Payment for disposal of AC water mains shall cover the complete cost of providing all labor,
materials, tools, and equipment required to complete the work specified in the contract documents
and plans and shall include but not be limited to the following:Handling, hauling, and disposal of
asbestos cement pipe and fittings.
Payment for disposal of AC water main will be made at the amount bid per linear foot of AC main
removed. If no removal of AC main is required, no payment will be made on this bid item.
Note: The intent of this Bid Item is to cover the cost for the handling, hauling, and disposal of AC
water main. All work required to expose and remove AC water main will be covered under Bid
Item 119–Demolition and Bid Item 115–Removal or Abandonment of Inactive Water
System.
Bid Item 11 7–Fire Hydrant Assembly
The unit price per each shall be full compensation for furnishing all materials and installing the
new fire hydrant assembly as shown in the standard details and plans. This price includes the
excavation, hauling, disposal of displaced material; furnishing main line tee,gate valve, valve box,
ductile iron pipe,thrust restraints, fire hydrant, Storz adapter, concrete bearing block, washed
rock, backfill, necessary rock retaining walls for cut/fill installations, hydrant pads, trench backfill,
necessary storm drain pipe, rip rap,bollards as called for on the Plans, blue reflector in pavement,
flushing, testing, painting, restoration of existing improvements and any other items not covered
in the other bid items for the complete fire hydrant in place.P ayment for this bid item shall be
based on each new fire hydrant assembly installed.
Bid Item 1 1 8–Connection to Existing System
The unit price per each shall be full compensation for furnishing the materials and completing the
connections as shown on the Plans and specified herein. This bid item shall include all equipment,
labor, and materials associated with trench excavation; trench dewatering and control of
discharge water; installing pipe, fittings, thrust blocks, restraint rods; placing and compacting of
bedding material and backfill material; furnishing, placing and compacting temporary trench
patching, and steel plates; and all other equipment labor, and materials needed to complete the
connection not included in any other Bid Item. This bid item shall include haul and disposal of
displaced material, flushing, cleaning, testing, sterilization, dechlorination, installation and
removal of temporary blow-off s necessary for testing, restoration of any other existing
improvements not covered in the bid items and any other items necessary for the complete
connection in place. This bid item shall cover the cost of all materials required as shown in the
associated connection details and needed to complete said connections. This bid item shall
include the cost of pipe for which a length is not specifically called out on the plans.Payment for
this bid item shall be per each complete connection to existing.
Bid Item 1 19–Demolition
The lump sum price shall be full compensation for furnishing all tools, equipment, and labor
necessary to remove asphalt, concrete sidewalk, curb and gutter, vegetation, fire hydrant
assemblies, water meters, chain-link fence, guard rail, signage,valves, culverts, fittings, guy
wires, and other items identified for removal as shown on the Plans. This price shall include but
is not limited to: sawcutting; removal, haul, and disposal or reinstallation of the afore mentioned
item, and other items identifie d in the plans for removal; and cleanup during and after demolition
activities to a safe and tidy condition as identified by the City. This Bid Item shall cover the cost
of removing and stockpiling items identified on the Plans to be removed and replaced.
No additional payment will be made for any work done in providing traffic control devices as
shown on the Plans.
Bid Item 12 0–Hot Mix Asphalt (HMA)–Trench Restoration
The unit price per ton shall cover the complete cost of providing all materials, equipment, and
labor necessary for providing and installing all hot mix asphalt for permanent trench patch, to
the depth shown on the Plans and as described by the applicable City of Yelm Standard Plan.
Price shall include: preparation, placement, compaction, and testing of subgrade; HMA;
delivery, placement, compaction, and testing of HMA in place.
This bid item captures the cost of final HMA, used for water main trench patching, and is not
intended for trench patching related to roadway overlay.
Payment shall be per ton as measured by truck weight tickets.
Bid Item 12 1–Concrete Cement Sidewalk–Trench Restoration
The unit price shown shall cover the complete cost of providing all materials, equipment, and
labor necessary for satisfactory placement of cement concrete sidewalk as specified in the
contract and shall include but not be limited to the following: Furnish ing, preparation, placing,
compacting, and testing of subgrade; furnishing and installing formwork; furnishing, placing,
compacting, and finishing concrete. Provide barricade, patrol, or otherwise protect newly placed
concrete to prevent damage from occurr ing to the concrete until it is cured. Remove and replace
damaged, vandalized or unsightly concrete. All concrete sidewalk shall match existing. Payment
shall be made at the unit price per square yard of finished surface and will not include the
surface ar ea of the curb ramps.
Note: The intent of this bid item is to replace in kind any concrete cement sidewalk, curb and
gutter, that has been disturbed as a result of water main installation and does not capture the
costs of items listed on Schedule B of this division.
Bid Item 12 2–Site Restoration
The price shall be compensation for providing all labor, materials, and equipment for restoration
of damaged or otherwise altered features necessary to construct the water system
improvements as detailed in the Plans. Restoration shall include but not be limited to: planting
salvaged or new shrubs and trees; restoration of beauty bark, topsoil, fertilizer, excavation,
planters; furnishing, and handling of hydroseed and grass sod in place; reinstalling fences,
signs, monuments, guy wires, and other surface features that need to be removed and replaced
or removed and relocated to construct the proposed water system improvements in accordance
with the Plans and Specifications. Price shall include both permanent and temporary
relocations. No additional payment will be made for any work done in providing traffic control
devices as shown on the Plans.
Payments or credits for changes amounting to $1 0,000 or less may be made under the Bid item
“Site Restoration”. At the discretion of the City, this procedure for Site Restoration may be used
in lieu of the more formal procedure as outlined General Conditions. At the time of authorization,
the Owner and Contractor will agree to the basis of compensation for that work, by force
account, as set forth in Section 1-09.7. Approved work performed under this bid item will be
performed only after a work directive is issued by the Owner. Any additional work perfo rmed
prior to the work directive being issued by the Owner will not be compensated under this bid
item.
For the purpose of providing a common Proposal for all Bidders, the Owner has entered an
amount for “Site Restoration” in the Proposal to become a part of the Bid by the Contractor.
Note: The intent of this Bid Item is to cover the cost for restoring all surface features to existing
conditions that does not include HMA or concrete sidewalk restoration.
Bid Item 12 3–Traffic Control
The lump sum price shown shall cover the complete cost of all labor, equipment, furnishing,
installing, and removing all temporary traffic and pedestrian signs and barricades, furnishing and
maintaining programable message board signs, submittal and updati ng of traffic control and
detouring plans to the City of Yelm,and all necessary traffic control in accordance with the traffic
control plan requirements identified herein. This Bid Item shall include all labor needed throughout
the duration of the project including assistance from the Yelm Police, when required. Partial
payments for this item will be made in connection with the monthly pay estimates based upon
work completed.
Bid Item 12 4–Minor Change
Payments or credits for changes amounting to $25,000 or less may be made under the Bid item
“Minor Change”. At the discretion of the City, this procedure for Minor Changes may be used in
lieu of the more formal procedure as outlined General Conditions.
The Contractor will be provided a copy of the completed order for Minor Change. The agreement
for the Minor Change will be documented by signature of the Contractor, or notation of verbal
agreement. If the Contractor is in disagreement with anything requir ed by the order for Minor
Change, the Contractor may protest the order as provided in Section 1-04.5, Procedure and
Protest by the Contractor, in the Washington State Department of Standards and Specifications
Manual.
Payments or credits will be determined in accordance with Section 1-09.4, Equitable Adjustment,
in the Washington State Department of Standards and Specifications Manual. For the purpose of
providing a common Proposal for all Bidders, the Contracting Agenc y has entered an amount for
“Minor Change” in the Proposal to become a part of the Bid by the Contractor.
Bid Schedule B–Roadway Improvements(Non-Taxable)
Bid Item 201–Mobilization,Demobilization Site Preparation, and Cleanup(10%)
The lump sum price shall cover the complete cost of providing, furnishing, and installing all work
and materials necessary to move or organize equipment and personnel onto the site, provide and
maintain support facilities and obtaining all necessary permit s, licenses, bonds, and any other
items not covered elsewhere. This lump sum price shall also cover the cost of coordinating with
other utility owners such as the fiber optic, gas, power, police, school district, etc.
The lump sum price shall cover the complete cost of demobilization, final cleanup, dressing and
trimming the project area after construction of improvements, and moving all personnel and
equipment off the site after contract completion of the bid items.
This Bid Item shall also include the cost for the Contractor to video film and document the site
conditions of the proposed alignment prior to commencing any construction activity. This Bid Item
shall also include the cost for negotiation, securing, mainta ining and restoring staging areas
needed for this project. The project site shall be restored to existing conditions as documented at
the commencement of the project with the video documentation as previously stated.
No more than 80-percent of bid amount for this item will be paid before final payment request,
and this bid amount may not be more than 10-percent of value of total contract.
Bid Item 202–Construction Survey and As-Built Record Drawings
The lump sum price for construction survey will be full compensation for all surveying equipment
and labor needed to construct the improvements to the line and grade per the approved plans,
pavement markings indicating stationing along the alignment, locat ing and punching of survey
monuments, locating property corners, resetting disturbed monuments, and providing the
required construction and as-constructed field notes. A copy of the survey control notes shall be
given to the City when finished. This bid it em shall also cover the cost for providing construction
limit markings and utility markings needed for potholing.The price shall also include re-
establishing all disturbed monuments, including required permitting.
Partial payments for this item will be made in connection with the monthly pay estimates based
upon work completed. Up to 50 percent of this bid item will be paid for prior to receiving as-builts
from the Contractor. After receipt and approval by the City of the as-builts, the remaining 50
percent of the bid item will be paid.
Bid Item 203–Temporary Sedimentation and Erosion Control
The lump sum price shall cover the complete cost of furnishing, installing, maintaining, and
removing sedimentation and erosion control devices. The price shall also include erosion control
measures necessary following construction to restore areas disturb ed by this project. The plans
identify the minimum measures required. The price shall include additional measures as
necessary to meet the Specifications and best management practices (BMP’s) as outlined in the
2024 Stormwater Management Manual for Western Washington. Partial payment for this item will
be made in connection with the monthly pay estimates based upon the work completed.
Bid Item 204–Roadway Demolition
The lump sum price shall be full compensation for furnishing all tools, equipment, and labor
necessary to remove asphalt, and other items identified for removal as shown on the Plans.
This price shall include but is not limited to: sawcutting; asphalt grin ding(milling); removal, haul,
and disposal of existing HMA, and other items identified in the plans for removal; and cleanup
during and after demolition activities to a safe and tidy condition as identified by the City. This
Bid Item shall cover the cost of removing and stockpiling items identified on the Plans to be
removed and replaced.
No additional payment will be made for any work done in providing traffic control devices as
shown on the Plans.
Bid Item 205–Single Direction Curb Ramp (Type A)
The unit price per each shall be full compensation for furnishing all materials, tools, equipment,
and labor necessary for the satisfactory placement of concrete single direction curb ramp, type
A, as shown on the Plans. This unit price shall include but n ot be limited to the following: survey
and staking; preparing, placing and compacting of curb ramp subgrade; furnishing and installing
formwork; furnishing, placing, compacting, finishing concrete; furnishing and placing detectable
warning surface material. This Bid Item shall also include all costs necessary to inspect the curb
ramp for compliance with ADA regulations.
If installed curb ramp fails to meet ADA regulations, the Contractor shall remove and replace all
work necessary to achieve compliance at no additional cost to the City.
Payment for this bid item shall be based on each new single direction curb ramp (t ype A),
satisfying ADA regulations,installed.
Bid Item 206–Single Direction Curb Ramp (Type B)
The unit price per each shall be full compensation for furnishing all materials, tools, equipment,
and labor necessary for the satisfactory placement of concrete single direction curb ramp, type
B, as shown on the Plans. This unit price shall include but n ot be limited to the following: survey
and staking; preparing, placing and compacting of curb ramp subgrade; furnishing and installing
formwork; furnishing, placing, compacting, finishing concrete; furnishing and placing detectable
warning surface material. This Bid Item shall also include all costs necessary to inspect the curb
ramp for compliance with ADA regulations.
If installed curb ramp fails to meet ADA regulations, the Contractor shall remove and replace all
work necessary to achieve compliance at no additional cost to the City.
Payment for this bid item shall be based on each new single direction curb ramp (type B),
satisfying ADA regulations, installed.
Bid Item 207–Cement Concrete Approach (Type 1)
The unit price per each shall be full compensation for furnishing all materials, tools, equipment,
and labor necessary for the satisfactory placement of cement concrete approa ch (type 1), as
shown on the Plans. This unit price shall include but not be limited to the following: survey and
staking; preparing, placing and compacting of approach subgrade; furnishing and installing
formwork; furnishing, placing, compacting, finishing concrete.This Bid Item shall also include all
costs necessary to inspect the approach for compliance with the City of Yelm’s applicable
standard details.
If installed approach fails to meet the standards as outlined by the City, the Contractor shall
remove and replace all work necessary to achieve compliance at no additional cost to the City.
Payment for this bid item shall be based on each new cement concrete approach (type 1)
installed.
Bid Item 208–Cement Concrete Sidewalk
The unit price shown shall cover the complete cost of providing all materials, equipment, and
labor necessary for satisfactory placement of cement concrete sidewalk as specified in the
contract and shall include but not be limited to the following: Furnish ing, preparation, placing,
compacting, and testing of subgrade; furnishing and installing formwork; furnishing, placing,
compacting,and finishing concrete; and adjusting existing utilities and surface features to grade.
Provide barricade, patrol, or otherwise protect newly placed concrete to prevent damage from
occurring to the concrete until it is cured. Remove and replace damaged, vandalized or
unsightly concrete. All concrete sidewalk shall match existing. Payment sha ll be made at the
unit price per square yard of finished surface and will not include the surface area of the curb
ramps.
Bid Item 209–Cement Concrete Traffic Curb and Gutter
The unit price shown shall cover the complete cost of providing all materials, equipment, and
labor necessary for satisfactory placement of cement concrete traffic curb, and gutter as
specified in the contract and shall include but not be limited to the fo llowing: Furnishing,
preparation, placing, compacting, and testing of subgrade; furnishing and installing formwork;
furnishing, placing, compacting, and finishing concrete;and adjusting existing utilities and
surface features to grade. Provide barricade, patrol, or otherwise protect newly placed concrete
to prevent damage from occurring to the concrete until it is cured. Remove and replace
damaged, vandalized or unsightly concrete. All traffic curb, and gutter shall match existing.
Pay ment shall be made at the unit price per linear foot.
Bid Item 21 0–Hot Mix Asphalt (HMA)
The unit price per ton shall be full compensation for furnishing, placing and compacting HMA
overlay per the plans and specifications.The price includes but is not limited to:preparation of
the saw cut edges with asphalt emulsions and base preparation prior to the placement of the HMA,
additional saw cutting required, sealing of pavement joints and seal coating to match existing
driveways;and pre-leveling of existing roadway surface.
The unit price per ton shall include adjusting existing utilities and surface features to grade, joint
sealing, and providing and installing monuments in cases.No additional payment will be made
for work necessary to correct HMA not installed in accordan ce with the plans and
specifications.Payment shall be per ton of HMA in place based on truck weight tickets.
Bid Item 211–Utility Relocation
Payments or credits for changes amounting to $10,000 or less when resolving utility conflicts may
be made under the this bid item. At the Owner’s discretion, additional work or payments may be
authorized to resolve utility conflicts encountered during the construction of improvements.
Monies in this bi d item may be used to cover the cost to resolve said conditions. At the discretion
of the Owner, the procedure for Minor Changes may be used in lieu of the more formal procedure
as outlined General Conditions.
The Contractor will be provided a copy of the completed order as directed by the Owner prior to
work approval. The agreement for the authorized work will be documented by signature of the
Contractor, or notation of verbal agreement. If the Contractor is in disagreement with anything
required by the order, the Contractor may protest the order as provided in Section 1-04.5,
Procedure and Protest by the Contractor, in the Washington State Depa rtment of Standards and
Specifications Manual.
Payments or credits will be determined in accordance with Section 1-09.4, Equitable Adjustment,
in the Washington State Department of Standards and Specifications Manual. For the purpose of
providing a common Proposal for all Bidders, the Contracting Agenc y has entered an amount for
this item in the Proposal to become a part of the Bid by the Contractor.
Bid Item 21 2–Traffic Markings
The lump sum price shall be full compensation for providing all materials, equipment, and labor
necessary for: preliminary spotting, preparation of roadway surface, marking application, and
any other materials needed for thermo-plastic striping/marking ins tallation in accordance with
the Plans and Specifications.
This Bid Item shall cover traffic markings as called out on the Plans, as well as the restoration of
traffic markings disturbed by construction activities. Restoration of disturbed traffic markings
shall be in kind. Where traffic markings are partially dis turbed, the whole making shall be
removed and replaced.
No payment will be made for thermo-plastic striping outside the extents shown on the Plans,
unless the Engineer or City authorizes, in writing,an additional amount of thermo-plastic striping
to be installed.
Bid Item 213–Stormwater Pipe Replacement
The unit price per linear feet shall be full compensation for furnishing all tools, equipment, and
labor necessary to remove and replace existing stormwater pipes as specified per the Plans and
specified herein. This price shall include but is not limited to: sawcutting, removal of HMA;
trench excavation and removal of existing stormwater pipe; placement and compaction of
crushed rock pipe bedding; procurement and placement of ductile iron pipe (new stormwater
pipe); integration with stormwater structure; haul and disposal of removed mat erials; handling,
placement, and preparation of import temporary and final trench patch material and cleanup
during and after construction activities to a safe and tidy condition as identified by the City. No
additional payment will be made for any work do ne in providing traffic control devices as shown
on the Plans.
Bid Item 214–Roadway Site Restoration
The price shall be compensation for providing all labor, materials, and equipment for restoration
of damaged or otherwise altered features necessary to construct the roadway improvements as
detailed in the Plans. Restoration shall include but not be limited to: planting salvaged or new
shrubs and trees; restoration of beauty bark, topsoil, fertilizer, excavation, planters; furnishing,
and handling of hydroseed and grass sod i n place; reinstalling fences, signs, monuments, guy
wires, and other surface features that need to be removed and replaced or removed and
relocated to construct the proposed improvements in accordance with the Plans and
Specifications. Price shall include both permanent and tem porary relocations. No additional
payment will be made for any work done in providing traffic control devices as shown on the
Plans.
Payments or credits for changes amounting to $10,000 or less may be made under the Bid item
“Roadway Site Restoration”. At the discretion of the City, this procedure for Roadway Site
Restoration may be used in lieu of the more formal procedure as outlined General Conditions.
At the time of authorization, the Owner and Contractor will agree to the basis of compensation
for that work, by force account, as set forth in Section 1-09.7. Approved work performed under
this bid item will be performed only after a w ork directive is issued by the Owner. Any additional
work performed prior to the work directive being issued by the Owner will not be compensated
under this bid item.
For the purpose of providing a common Proposal for all Bidders, the Owner has entered an
amount for “Roadway Site Restoration” in the Proposal to become a part of the Bid by the
Contractor.
Note: The intent of this Bid Item is to cover the cost for restoring all surface features to existing
conditions that does not include HMA or cement concrete sidewalk restoration.
Bid Item 2 15–Traffic Control and Temporary Roadway Closures
The lump sum price shown shall cover the complete cost of all labor, equipment, furnishing,
installing, and removing all temporary traffic and pedestrian signs and barricades, furnishing and
maintaining programable message board signs, submittal and updati ng of traffic control and
detouring plans to the City of Yelm, and all necessary traffic control in accordance with the traffic
control plan requirements identified herein. This Bid Item shall include all labor needed throughout
the duration of the project including Fife Police.Partial payments for this item will be made in
connection with the monthly pay estimates based upon work completed.
Bid Item 216–Minor Change
Payments or credits for changes amounting to $20,000 or less may be made under the Bid item
“Minor Change”. At the discretion of the City, this procedure for Minor Changes may be used in
lieu of the more formal procedure as outlined General Conditions.
The Contractor will be provided a copy of the completed order for Minor Change. The agreement
for the Minor Change will be documented by signature of the Contractor, or notation of verbal
agreement. If the Contractor is in disagreement with anything requir ed by the order for Minor
Change, the Contractor may protest the order as provided in Section 1-04.5, Procedure and
Protest by the Contractor, in the Washington State Department of Standards and Specifications
Manual.
Payments or credits will be determined in accordance with Section 1-09.4, Equitable Adjustment,
in the Washington State Department of Standards and Specifications Manual. For the purpose of
providing a common Proposal for all Bidders, the Contracting Agenc y has entered an amount for
“Minor Change” in the Proposal to become a part of the Bid by the Contractor.
Appendix A
Standard Plans and Details
Appendix B
Prevailing Wages and Benefit Code Key
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits ac tually provided for
the worker.
1.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 T HE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overt ime hours worked, except Labor Day,
shall be paid at double the hourly rate of w age. 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 f ifth 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 work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at doubl e the hourly rate
of wage.
I.All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and ho lidays 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.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
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Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) 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.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays 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 (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the 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 t hree times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be c onsidered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and h olidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. 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 the straight time rate of pay in addition to holiday pay.
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Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
2.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.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3.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.
F.All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourl y rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 a m to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
3 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
4.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 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 on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pa y. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
D. 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 on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distr ibution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, an d all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on S undays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday n ot utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
I.The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
4 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at d ouble
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
S. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work
performed in excess of (10) hours shall be paid at one and one half (1-1/2) times the hourly rate of pay. On Monday
through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and
one-half (1-1/2) times the straight time rate, (e xcept for special shifts or multiple shift operations).
All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed
on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without
at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
Multiple Shift Operations: When the first shift of a multiple shift (a two or three shift) operation is started at the basic
straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate. Specia l
Shif ts: The Special Shift Premium is the basic hourly rate of pay plus $2.00 an hour. When due to conditions beyond
the control of the employer or when an owner (not acting as the contractor), a government agency or the contract
specifications require more tha n four (4) hours of a special shift can only be performed outside the normal 6am to 6pm
shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee
works on a special shift, they shall be paid the special shift premium for each hour worked unless they are in overtime
or double-time status. (For example, the special shift premium does not waive the overtime requirements for work
performed on Saturday or Sunday).
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
5 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays s hall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) ho urs work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Overtime Codes Continued
11. 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.
B After an employ ee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunda y 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00
am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage.
D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and
the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
6 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
11. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8)
hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid
at double the hourly rate of wage.
G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 a m to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as t he employee has had a break of nine (9) hours or more. When an employee
returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period.
H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 a m to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of ten (10) hours or more. When an employee
returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period.
J. All hours worked on holidays shall be paid at double the hourly rate of wage.
K. O n Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two (2) hours after eight (8)
hours worked shall be paid at one and one-half times the hourly rate. All hours worked over 10 hours per day
Monday through Friday, and all hours worked on Saturdays, Sundays, and Holidays worked shall be paid at double
the hourly rate of wage.
L. An employee work ing outside 5:00 am and 5:00 pm shall receive an additional two dollar ($2.00) per hour for all
hours worked that shift. All hours worked on holidays shall be paid at one and one-half times the hourly rate of
wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
7 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
11. M. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) ho urs of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2)
times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of a multiple
shift (a two or thr ee shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day's operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications req uire that work can only be performed outside the regular day shift of 5:00 am to
6:00 pm, then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable.
The starting time of work will be arranged to fit such condi tions of work. Such shift shall consist of eight (8) hours
work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten shifts.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours,
and all work performed o n holidays shall be paid at double the straight time rate of pay.
Shift Pay Premium: In an addition to any overtime already required, all hours worked between the hours of 6:00 pm
and 5:00 am shall receive an additional two dollars ($2.00) per hour.
N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at
double the straight time rate.
Any time worked over eight (8) hours on Saturday shall be paid double the straight time rate, except employees
assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on
Saturday over 10 hours.
O. All work performed on Saturdays, Sundays, and Holidays shall be paid at one and one half (1-1/2) times the straight
time rate of pay.
8 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Overtime Codes Continued
11. P. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established
and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate.
Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2)
times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of multiple
shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day’s operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications requi re that work can only be performed outside the regular day shift of 5:00 a.m. to
6:00 p.m., then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable.
The starting time of work will be arranged to fit such con ditions of work. Such shifts shall consist of eight (8) hours
work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten-hour shifts.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sunday s and holidays and work in excess of twelve (12) hours per day shall be paid at double
(2x) the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Q. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 35% over the hourly rate of wage. Work performed on Sundays shall be paid at double time. All hours
worked on holidays shall be paid at doub le the hourly rate of wage.
R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm, and all hours after eight (8) hours worked
shall be paid at one and one-half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at
double the hourly rate of wage.
When a holiday falls on a Sa turday, the Friday before shall be the observed holiday. When a holiday falls on a
Sunday, the following Monday shall be the observed holiday.
S. The first ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the
event the job is down due to weather conditions, or other conditions beyond the control of the Employer, then
Saturday may be worked at the straight time rate, for the first eight (8) hours, or the first ten (10) hours when a four
day ten hour wor kweek has been established.
All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
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Overtime Codes Continued
11. T. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions
outside the control of th e employer, the first ten (10) hours on Saturday may be worked at the straight time rate of
pay.
All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two
(2) times the straight time rate of pay.
U. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions
outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of
pay.
All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two
(2) times the straight time rate of pay.
If, due to conditions beyond the control of the Employer or when contract specifications require that work can only
be performed outside the regular day shift, then a Special Shift may be worked, Monday through Friday, at the
straight-time rate. The starti ng time of work for the Special Shift will be arranged to fit such conditions of work.
Such Special Shift shall consist of eight (8) hours of work for eight (8) hours of pay or ten (10) hours of work for
ten(10) hours of pay on a four-ten workday schedule.
V. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer) 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 wa ge.
W. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 6 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed on Sundays a nd Holidays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest
period.
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X. Overtime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly
rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually
provided for the worke r.
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.
Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established
and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate.
Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2)
times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of multiple
shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day’s operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications requi re that work can only be performed outside the regular day shift of 5:00 a.m. to
6:00 p.m., then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable.
The starting time of work will be arranged to fit such con ditions of work. Such shifts shall consist of eight (8) hours
work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten-hour shifts.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sunday s and holidays and work in excess of twelve (12) hours per day shall be paid at double
(2x) the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Special Shifts: When due to conditions beyond the control of the Employer or when contract specifications require
that work can only be performed outside the regular day shift, then a special shift may be worked at the straight time
rate. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight (8)
hours work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten- hour shifts.
Y. Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the
hourly rate must be not less than the prevailing rate of wage minus 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.
All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When due to conditions beyond the control of the Employer or when contract specifications require that work can
only be performed outside the regular day shift, then a special shift may be worked at the straight time rate. The
starting time of work will b e arranged to fit such conditions of work. Such shift shall consist of eight (8) hours
work for eight (8) hours pay.
Special Shift Premium for Prevailed work in Washington is basic hourly rate plus $2.00 per hour. When conditions
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beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the
contract specifications requires that more than four (4) hours of the special shift can only be performed outside the
normal 6 a.m. – 6 p.m. shif t, then the special shift premium will be applied to the basic straight time for the entire
shift. When an Employee works on a special shift, they shall be paid the special shift premium for each hour
worked unless they are in overtime or double-time stat us. Shift premium will only apply on the second shift of a
two-shift operation when the language above is met.
Z. Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the
hourly rate must be not less than the prevailing rate of wage minus 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.
All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be
paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
SPECIAL SHIFT: A special shift may be established at any time, at the option of the Employer, on any job or
project.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
A nd Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, and Christmas Day
(6).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Ch ristmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiv ing Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiv ing Day, And Christmas Day (9).
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P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Sh all Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing 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 Christma s Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
Holiday Codes Continued
6.G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Ve terans' Day, Thanksgiving Day, the Friday a fter Th anksgiving Day, Christmas Day, a nd Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating
Holiday (10).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christ mas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sun day, the following Monday shal l be considered as the
holiday.
Holiday Codes Continued
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a h oliday
on the preceding Friday.
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D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the fol lowing Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
Holiday Codes Continued
7.G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be obse rved as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I.Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holida y on the following Monday. Any holiday which falls on a Saturday shall be
observed as a ho liday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a h oliday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas fall s on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a h oliday on
the following Monday.
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Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the fol lowing Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, t he Day a fter Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and com pensated accordingly.
W.Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
Holiday Codes Continued
7. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence
Day, Labor Day, Thanksgiving Day, the Friday after Than ksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then t he holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y.Holidays: New Year's Day, President s’ Day, Memorial Day, Independence Day, L abor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
Z.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, Christmas Eve, and Christmas Day (9). Any holiday which falls on a Saturday
shall be observed as a holiday on the precedi ng Friday. Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday.
Holiday Codes Continued
15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be obse rved as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
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observed as a ho liday on the preceding Friday.
J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday
shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding
Friday shall be a regular work day.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. If a ny of the listed holidays falls on a Saturday, the preceding Friday shall be a
regular work day.
M.Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). Any holiday which falls on a
Sunday shall be observed as a holida y on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
Holiday Codes Continued
15. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed
as a holiday on the following Monday.
O. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, the day before Christmas day, and Christmas
Day (10). Any holiday which falls on a Sunday shall be observe d as a holiday on the following Monday.
P. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day,t he Friday after
Thanksgiving Day, Christmas Eve Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a
holiday on the preceding Friday.
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
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S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effecti ve on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
Note Codes Continued
8.V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginn ing at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W.Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special sh ift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not w aive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay
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Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate..
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium f or each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
Note Codes Continued
9. A. Workers working with supplied air on hazmat projects receiv e an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hour s of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employee s working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
18 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blastin g is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes c onstruction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
Note Codes Continued
9. F. I ndustrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is neces sary to prepare surfaces, or hazardous materials encapsulation is required.
H. One (1) person crew shall consist of a Party Chief. (Total Station or similar one (1) person survey system). Two (2)
person survey party shall consist of a least a Party Chief and a Chain Person. Three (3) person survey party shall
consist of at least a Pa rty Chief, an Instrument Person, and a Chain Person.
I. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet.
Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over
220 feet. Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginn ing at 300’. Over 600’ - $2.00 per foot beginning at 600’.
Employees may be required to perform any combination of work within the Diving team/crew, (with the exception
of dive Supervisor) provided they are paid at the highest rate at which he/she has worked for the shift.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
M. Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $1.50 per hour above their
classification rate.
Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50.
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Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications
requires that work can only be perfo rmed outside the normal 6 am to 6pm shift, then the special shift premium will
be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift
premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium
does not waive the overtime requirements for work performed on Saturday or Sunday.)
N. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
When Laborers are required to work in or with live sanitary sewage, they will receive a premium payoff forty
($40.00) dollars per day above their regular daily classification pay. Further, the employer will pay all necessary
inoculations to prevent disease if requested by the employee and as recommended by the Department of Labor and
Industries (Industrial Safety and Health Division).
O. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
Any laborer working in Live Sewers shall receive forty dollars ($40.00) per day in addition to regular pay.
P. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
When Laborers are required to work in or with live sanitary sewage, they will receive a premium payoff
forty ($40.00) dollars per day above their regular daily classification pay. Further, the employer will pay all
necessary inoculations to prevent disease if requested by the employee and as recommended by the Department of
Labor and Industries ( Industrial Safety and Health Division)
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employee s working on a swinging stage or boatswains chair or under conditions that
require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
20 | Page
Benefit Code Key – Effective 9/2/202 6 thru 3/2/202 7
When Laborers are required to work in or with live sanitary sewage, they will receive a premium payoff forty
($40.00) dollars per day above their regular daily classification pay. Further, the employer will pay all necessary
inoculations to prevent disease if requested by the employee and as recommended by the Department of Labor and
Industries (Industrial Safety and Health Division).
21 | Page
Meeting Date: 10-27-2026
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
AGENDA ITEM: AMENDMENT NO. 2 TO THE PROFESSIONAL SERVICES AGREEMENT WITH
RH2 FOR CONSTRUCTION MANAGEMENT OF THE 2026 CREEK ST. WATER MAIN
IMPROVEMENTS PROJECT.
COMMITTEE REVIEW: 9-22-2026 x YES NO
COMMITTEE: Joseph Richardson (Chair), Brian Hess, and Terry Kaminski
ATTORNEY REVIEW/APPROVAL:X YES NO N/A
PROPOSED MOTION:
Authorize Mayor Joe DePinto to sign Amendment No. 2 to the Professional Services Agreement
with RH2 for construction management of the 2026 Creek St. Water Main Improvements
project in the not to exceed amount of $123,000.
KEY FACTS AND INFORMATION SUMMARY:
We have 100% plans and specifications ready for construction. Amendment No. 2 will allow
RH2 to oversee construction, approve materials based on specifications, implement their
design, and give us full-time inspection of the project.
ATTACHMENTS:
Amendment No. 2 (City)
Project Scope (RH2)
Project Fee Breakdown (RH2)
Respectfully Submitted:
Brad Chatwood
Projects & Programs Manager
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Public Services Department
Physical Address: 901 Rhoton Road SE
Mailing Address: 106 Second Street SE
Yelm, WA 98597
(360) 458-8406 Fax: (360) 458-8417
Web: www.ci.yelm.wa.us
AMENDMENT NO 2 TO THE
PROFESSIONAL SERVICES AGREEMENT WITH RH2 FOR THE
2026 WATER MAIN IMPROVEMENT PRJECT – Creek St. Construction
Management
In accordance with our Professional Services Agreement for the 2026 Water Main Improvement
project, dated 2/25/2026, this is an authorization to revise the project Scope of Work as described
below. The work will be performed and invoiced using the terms and conditions listed in the original
agreement, plus previous amendments and/or agreements.
The Term of the Agreement is hereby modified as follows:
This amendment includes all aspects of construction management outlined the scope below.
We also will be extending the agreement completion date to 2/28/2027
The following items are hereby added to the Scope of Work and are detailed in attached Exhibit A:
See Exhibit A
The Compensation Amount of the Agreement is hereby modified as follows:
The engineering fee authorization will increase by $123,000 for a total authorization amount of
$566,500.
IN WITNESS, the Parties execute this Agreement below, effective the last date written below.
CITY OF YELM:
________________________________
Joe DePinto, Mayor
DATE: ïðóîéóîðîê
ATTEST:
________________________________
Kathy Linnemeyer, City Clerk
Date: ïðóîéóîðîê
APPROVED AS TO FORM:
________________________________
Brent Dille, City Attorney
Date çóïêóîðîê
RH2
By: ___________________________________
Printed Name:
Title:
City of Yelm
Contract Amendment No.2
Water Main Improvements
RH2 Project No.YELM 0260063.00
In accordance with our Professional Services Agreement for Design & Engineering of the 2026 Water
Main Replacement Project,dated February 25, 2026,this is an authorization to revise the project
parameters as described below.The work will be performed and invoiced using the terms and
conditions listed in the o riginal a greement,plus previous a mendments.
This Amendment incorporates the following elements of the Scope of Work,Fee Estimate, and
Agreement:
Provide services during construction for the Phase 2–Creek Street Water Main project as outlined in
the attached Exhibit A and Exhibit B.
The engineering fee authorization wil l increase by $1 2 3,0 00 for a total authorization amount of
$5 6 6,5 00.
The period of performance for this Agreement will be extended for a completion date of
February 28,2027.
Please sign this authorization in the space provided below and return to RH2 Engineering,Inc.,by mail
at the address below,or by email to Contracts@RH2.com.
RH2 Engineering, Inc.City of Yelm
22722 29 th Drive SE, Suite 210, Bothell, WA 98021 106 Second Street SE, Yelm, WA 98597
ïðóïíóîðîê
SIGNATURE DATE SIGNATURE DATE
Joe DePinto, Mayor
PRINT NAME & TITLE PRINT NAME &TITLE
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EXHIBIT A
Scope of Work
Amendment No. 2
City of Yelm
Water Main Improvements
Creek Street Services During Construction
September 2026
Background
The City of Yelm (City) selected RH2 Engineering, Inc., (RH2) to prepare design documents for three
water main Capital Improvement Program (CIP) projects from its 2025 Water System Plan to resolve
existing system deficiencies and improve water system reliability and redundancy. The CIP projects
and the work to be performed are as follows:
W10–Add a pproximately 175 linear feet(lf)of water main from the existing Mountain View
Road SE crossing at State Route (SR) 510, extending the water main to the entrance of Yelm
High School and tying into the on-site water main to loop the high school water system.
U psize approximately 1,050 lf of water main from Tahoma Boulevard SE to the Yelm High
School parking lot.
W11–Upsize approximately 1,480 lf of water main along portions of Creek Street SE from
E Yelm Avenue(SR 507)to 103 rd Avenue SE.
W12–Upsize approximately 3,8 00 lf of water main along E Yelm Avenue(SR 507)from
approximately SE 4 th Street to NE Creek Street.
The City elected to prepare two separate bid packages for these projects. W11(Creek Street)will be
bid first because a future Washington State Department of Transportation (WSDOT) project starting
in late 2026 will use Creek Street as a detour. T he City desires to design and construct the Creek
Street water main improvements before the WSDOT project. W10(Yelm High School)and W12
(E Yelm Ave nue)will be design ed and bid together as the second package.
RH2 has completed the design of the Creek Street Water System Improvements,and the project will
be advertised soon and is anticipated to start construction in October 2026. The City requested RH2
to provide services during construction to support the construction of the Creek Street Water System
Improvements project.
This Scope of Work captures the effort necessary for construction phase services for W11 (Creek
Street).
RH2’s overall understanding and assumptions used in preparing this Scope of Work for Amendment
No.2 are consistent with those presented in the original scope of work and any previous amendment,
and are not repeated here for brevity.
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2-Creek Street SDC.docx
City of Yelm Exhibit A
Water Main Improvements Scope of Work
Creek Street Services During Construction Amendment No. 2
Phase 2–Creek Street Water Main Services During Construction
Task 15–Project Management
Objective:Manage RH2’s project team and maintain regular client communications. Prepare
monthly invoices and budget status summaries.
Approach:
Provide direction, coordination, and oversight to the RH2 project team. Organize, manage,
and coordinate technical disciplines as described herein.Document and retain information
generated during the execution of the project. Maintain communication with the City to
provide schedule and budget updates.
Prepare monthly invoices and budget status summaries.
RH2 Deliverables:
Project team and resource management.
Monthly invoices and budget status summaries.
Task 16–Construction Contract Administration and On-Site Observation s
Objective:Assist the City with construction contract administration by attending weekly construction
meetings, keeping meeting minutes, and preparing pay requests, statement s of working days,
change order proposals, and closeout punchlist. Receive,review, and log submittals and requests for
information (RFI s).Prepare plan revisions resulting from RFIs or changes in site conditions.Provide
full-time construction observation and document construction conditions.Provide technical
assistance from senior engineers as necessary.
Approach:
Attend one (1)pre-construction meeting with the City, contractor, and impacted utilities.
Attend weekly construction meetings, document and prepare meeting minutes, and
distribute meeting minutes to relevant parties.
Review contractor’s monthly schedule of values and prepare monthly pay requests and
statement s of working days.
Review contractor’s change order proposals and prepare change order approval
documentation.
Receive and review contractor submittals, shop drawings,and RFIs. Prepare written
responses to relevant parties, and maintain submittal and RFI tracking logs.
Prepare plan revisions resulting from document review s,if requested by the City.
Perform full-time construction observations to document construction conditions and
confirm work observed is in accordance with the plans and specifications. Prepare a
construction observation report for each site visit and a punch list at construction closeout.
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2-Creek Street SDC.docx
City of Yelm Exhibit A
Water Main Improvements Scope of Work
Creek Street Services During Construction Amendment No. 2
Provide on-call technical assistance from the Principal in Charge, Project Manager, or senior
project engineer as requested by the City.Fee Estimate includes up to 42 hours for on-call
assistance.
Assumptions:
Subtasks 16.1 through 16.7 will be performed by an RH2 personnel who is on-site full time for
the duration of construction. It is assumed that the sub tasks can be completed in the course
of each day the RH2 personnel is onsite.The Fee Estimate(Exhibit B) for subtasks 16.2 through
16.7 reflects a total of one(1)full day with travel time(10 hours) for the duration of the sixty
(6 0)working day s’schedule.
W eekly construction meetings will be held onsite or via Microsoft Teams.
The City will retain and provide a special inspector for materials testing. This will include
testing of compaction of backfill and hot mix asphalt, and compressive strength testing of
concrete.
RH2 is not responsible for site safety, or for determining means and methods or directing the
contractor or any subcontractors in their work.
Provided by City:
Special inspector for materials testing.
Processing and approval of change orders and pay requests.
Project closeout.
RH2 Deliverables:
Attendance at pre-construction and weekly construction meetings.
W eekly construction meeting minutes, pay requests, statement s of working days, change
order forms,responses to submittals and RFIs, submittal and RFI tracking logs,and project
closeout punchlist.
Plan revisions.
Full-time construction observation and c onstruction observation reports.
Task 17–Record Drawings
Objective:Prepare record drawings after project completion.
Approach:
Prepare record drawings at the end of the project.
Assumptions:
RH2 will rely on the accuracy and completeness of the c ontractor’s construction records/plan
markups when preparing record drawings.
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2-Creek Street SDC.docx
City of Yelm Exhibit A
Water Main Improvements Scope of Work
Creek Street Services During Construction Amendment No. 2
Provided by City:
Construction records from the contractor in electronic PDF.
RH2 Deliverables:
Project record drawings.
Project Sch e dule
It is anticipated that a Notice To Proceed (NTP)will be issued to the selected contractor in
October 2026. Construction is anticipated to be completed in December 2026. RH2’s Scope of Work
for this construction phase, including record drawings, is estimated to be complete in February 2027.
4
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2-Creek Street SDC.docx
3,250 1,370 2,810 3,110
4,620 16,560 16,560 16,560 16,560 16,560 19,300 10,360 3,110
115,270 123,000 09/10/2026 07:42 AM
Total Cost
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $
58
164 106 230 560 560 560 560 560 460 122 122
6,790 3,300 7,076
Expense
Total RH2 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
4,456 3,144 1,312 2,580 16,000 16,000 16,000 16,000 16,000 16,000 9,900 2,988 2,988
108,480
115,924
Total RH2 Labor
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $
Total Hours 18 12 6 654 12 100 100 100 100 100 100 42 16 16 688
Description
PROJECT TOTAL
Project Management Provide direction, coordination, and oversight to the RH2 project team Prepare monthly invoices and budget status summaries Construction Contract Administration and On-Site Observations Attend pre-construction meeting Attend weekly construction meetings and prepare meeting minutes Review schedule of values and prepare monthly pay requests Review change order proposals and prepare approval documentation Review submittals and RFIs and maintain tracking logs Prepare plan revisions resulting from document reviews Perform full-time construction observations Provide on-call technical assistance Record Drawings Prepare record drawings
EXHIBIT B Fee Estimate Amendment No. 2 City of Yelm Water Main Improvements Creek Street Services During Construction Sep-26 Task 1 1.1 1.2 Task 2 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 Task 3 3.1
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EXHIBIT C
RH2 ENGINEERING, INC.
2026 SCHEDULE OF RATES AND CHARGES
RATE LIST RATE UNIT
Professional I$181$/hr
Professional II$160$/hr
Professional III$223$/hr
Professional IV$244$/hr
Professional V$262$/hr
Professional VI$281$/hr
Professional VII$307$/hr
Professional VIII$334$/hr
Professional IX$338$/hr
Technician I$141$/hr
Technician II$154$/hr
Technician III$174$/hr
Technician IV$189$/hr
Technician V$207$/hr
Technician VI$228$/hr
Technician VII$248$/hr
Technician VIII$260$/hr
Administrative I$95$/hr
Administrative II$110$/hr
Administrative III$132$/hr
Administrative IV$154$/hr
Administrative V$178$/hr
CAD/GIS System$27.50$/hr
CAD Plots - Half Size$2.50 price per plot
CAD Plots - Full Size$10.00 price per plot
CAD Plots - Large$25.00 price per plot
Copies (bw) 8.5" X 11"$0.09 price per copy
Copies (bw) 8.5" X 14"$0.14 price per copy
Copies (bw) 11" X 17"$0.20 price per copy
Copies (color) 8.5" X 11"$0.90 price per copy
Copies (color) 8.5" X 14"$1.20 price per copy
Copies (color) 11" X 17"$2.00 price per copy
Technology Charge 2.50%% of Direct Labor
Night Work 10.00%% of Direct Labor
price per mile
Mileage$0.7600(or Current IRS Rate)
Subconsultants 15%Cost +
Outside Services at cost
Rates listed are adjusted annually.
Meeting Date: _____________
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
AGENDA ITEM:BOYS AND GIRLS CLUB OF THURSTON COUNTY USE AGREEMENT
AMENDMENT WITH CITY OF YELM
COMMITTEE REVIEW: X YES NO
COMMITTEE: General Government Committee
ATTORNEY REVIEW/APPROVAL: x YES NO N/A
ACTION REQUESTED:
Authorize Mayor DePinto or his designee to sign Amendment No. 2 with the Boys and Girls Club
of Thurston County extend ing the time of the use Agreement.
KEY FACTS AND INFORMATION SUMMARY:
In 2019 the City of Yelm entered into a 5-year agreement with the Thurston County Boys and
Girls Club to lease half of the previous Yelm City Hall. In August of 2021 the City of Yelm and
Boys and Girls Club amended the agreement to provide the entire space for the Boys and Girls
Club.
Due to the rapid growth of our city and the surrounding are as, as well as the success and
popularity of the local Boys and Girls Club, there is a need for expansion of the current location.
Leadership from the Boys and Girls Club are exploring and have applied for grants that would
pay for expanding the existing b uilding, providing more space to accommodate more area
youth.
Due to the size, scope and costs associated with expanding the building, Boys and Girls Club
Leadership has requested a longer-term agreement with the City of Yelm. Amendment No. 2
(attached) would provide that security and commitment needed to secure future funding.
1 | Page
Meeting Date: _____________
CITY COUNCIL AGENDA ITEM SUMMARY
City of Yelm, Washington
ATTACHMENTS:
Agreement Amendment No. 2
Boys and Girls Club/City of Yelm Agreement
Respectfully Submitted:
__________________
Todd Stancil
City Administrator
2 | Page
BOYS AND GIRLS CLUB OF THURSTON COUNTY/CITY OF YELM
AMENDMENT NO. 2
THIS AMENDMENT NO. 2 to that certain agreement dated May 28, 2019, and Amendment
No. 1 date d August 24, 2021, is made this 27 th day of October, 2026, by and between the CITY
OF YELM (“City”), a municipal corporation (hereinafter referred to as the “City”), and BOYS
AND GIRLS CLUBS OF THURSTON COUNTY, a Washington State non-
(hereinafter referred to as (“B&G Clubs”).
WITNESSETH:
WHEREAS, City and B&G Club, entered into an Agreement dated May 28, 2019, covering
partial use of the premises owned by the city (Known as “Old City Ha l l”) by B&G Club; and
WHEREAS, City and B&G Club entered into Amendment No. 1 dated August 24, 2021,
allowing B&G Club to utilize the entire building to include all parking areas, sidewalks and
other common areas serving the b uilding.
WHEREAS, City and B&G Clubs now desire to amend the Lease to adjust the “term” to
provide for a longer lease potential.
NOW THEREFORE, IT IS HEREBY MUTALLY AGREED that the Agreement between the parties
shall be amended as follow:
The paragraph titled “Term” shall be deleted in its entirety and replaced with the following:
“This Agreement shall commence on June 1, 2019, and the parties intend for the
Agreement to provide for a total term of fifty (50) years from the effective date of
Amendment No. 2, structured in successive five (5)-year terms.
Thereafter, provided Tenant is not in default under this Agreement and is in
compliance with all applicable federal, state, and local laws, regulations,
ordinances, and governmental requirements applicable to Tenant’s use and
occupancy of the property, thi s Agreement shall automatically renew for successive
five (5)-year terms, with such renewals continuing automatically through the fifty (50)-
year term, unless earlier terminated in accordance with this Agreement. The total
term of this Agreement, including all five (5)-year renewal periods, shall be fifty (50)
years from the effective date of Amendment No. 2.
Notwithstanding the foregoing, if at any time the City determines that the property is
needed for City purposes, the City may terminate this Agreement upon not less than
twelve (12) months’ prior written notice to Tenant.
If Tenant secures funding to substantially expand or improve the Premises to
increase services to youth and families, the parties agree to negotiate in good faith
any necessary amendments to this Lease, including changes to the Premises, lease
term, provis
subject to mutual written agreement.”
ALL OTHER TERMS AND CONDITIONS of said Agreement remain unchanged.
CITY OF YELM:
Todd Stancil, City Administrator
City of Yelm
BOYS & GIRLS CLUBS OF THURSTON COUNTY:
By:
Its: