Addendum1-ITB-PW2023-003-2023 City Wide Asphalt RepairITB ADDENDUM NO. 1
2023 City Wide Asphalt Repair
PUBLICS WORKS PROJECT NO. PW2023-003
Date Published: 3/24/2023
Date of Addendum #1: 4/3/2023
Date of Bid Opening: April 191h, 2023
Notice to all Plan Holders:
The City has made the following changes/modifications to the bid packet:
The Proposal pages 12-19 are deleted and replaced with the attached revised Proposal dated 4/3/2023.
The Schedule of Contract Prices have been updated showing amounts for Minor Change and the Crack
Sealing (FA).
ADVERTISEMENT FOR BIDS
CITY OF PORT ORCHARD
PROJECT NO. PW2023-003
Notice is hereby given that sealed bids will be received at the office of the City Clerk for the City
of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366 until 10:00 am on April 19, 2023, for
construction of the 2023 City Wide Asphalt Repair, Project No PW2023-003. No proposals will be
accepted after the above -stated time. Immediately following the above -stated time, the
proposals will be publicly opened and read.
The project consists of work to be performed within 75 working days from notice to proceed, and
consists of furnishing all materials, equipment, tools, labor, and other work or items incidental
theretofore and as generally described as follows:
Asphalt overlay and pavement repair, including grinding, patching, crack sealing and ADA ramp
upgrades at the street locations shown in Appendix B— Vicinity Map.
The Engineer's construction estimate for this project is $1,100,000.
Access to bidding information (plans, specifications, addenda, and Bidders List) is available
through City of Port Orchard's on-line plan room http://www.cityofportorchard.us/bids-and-
proposals/.
Free -of -charge access is provided to Prime Bidders, Subcontractors, and Vendors by going to
www.bxwa.com and clicking on "Posted Projects," "Public Works," and "City of Port Orchard."
This on-line 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, and a
free online digitizer/take-off tool. It is recommended that Bidders "Register" in order to receive
automatic email 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
Builders Exchange of Washington at 425-258-1303 should you require assistance.
If you do not have access to the Web, you may make arrangements to pick up a plan set at the Port
Orchard City Hall, City Clerk's Office, 216 Prospect Street, Port Orchard, WA 98366, 360-876-4407,
for a NON-REFUNDABLE fee of $50.00. If you wish the bid documents mailed to you, add $10.00 to
cover postage. Informational copies of any available maps, plans, specifications, and subsurface
information are on file for inspection in the office of the Port Orchard Project Engineer, 216 Prospect
Street, Port Orchard, WA 98366.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 1
All bid proposals shall be accompanied by a bid security (bid deposit) in the form of a cash deposit,
certified or cashier's check, postal money order, or surety bond made payable to the City of Port
Orchard, for a sum not less than five percent (5%) of the amount of such bid, including sales tax.
Should the successful bidder fail to enter into such contract and furnish satisfactory payment and
performance bonds within the time stated in the Specifications, the bid security (bid
deposit/bond) shall be forfeited to the City of Port Orchard.
The award of the Contract will go to the qualified bidder submitting the lowest responsible and
responsive bid. The City reserves the right to reject any and all bids or waive any informality or
irregularity in the bidding and make the award as deemed to be in the best interest of the City
and the public.
The City of Port Orchard 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, Code of Federal Regulations, Department of
Transportation subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted
programs of the Department of Transportation issued pursuant to such Act, hereby notifies all
bidders that it will affirmatively insure that in any contract entered into pursuant to this
advertisement, disadvantaged business enterprises will be afforded full opportunity to submit
bids in response to this invitation and will not be discriminated against on the grounds of race,
color or national origin in consideration for an award.
The City is an equal opportunity and affirmative action employer. Small and Minority -owned
businesses, women -owned businesses, and labor surplus area firms are encouraged to submit
bids.
Notice is given to all potential bidders that any bid responses may be subject to release under
the Public Records Act Chapter 42.56 RCW and the City may be required to disclose bid responses
upon a request. Bidders are advised to mark any records believed to be trade secrets or
confidential in nature as "confidential." If records marked as "confidential" are found to be
responsive to the request for records, the City may elect to give notice to the bidder of the
request so as to allow the bidder to seek a protective order from a Court. Please be advised,
however, that any records deemed responsive to a public records request may be released at the
sole discretion of, and without notice by, the City.
Published: Kitsap Sun — 3/24/23, and 3/31/23
Daily Journal of Commerce — 3/24/31, and 3/31/23
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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NOTICE TO PROSPECTIVE BIDDERS
2023 CITY WIDE ASPHALT REPAIR
In accordance with Section 1-02.4(1) of the Standard Specifications, it is the City of Port Orchard's
policy that questions concerning the project during the bidding process be submitted in written
form. Please submit any questions that are pertinent to bidding the contract, and that are not
answered by information contained in the Contract Documents, to the City of Port Orchard -Public
Works Department via email at: bidsandproposals@portorchardwa.gov, Attention: Jeff
Huff myer.
All emails must be received at least 3 business days prior to the bid opening for a response. All
prospective bidder questions and the City's response will be sent via email, if possible, to all
prospective bidders who have purchased plans approximately 2 days prior to the bid opening.
If you believe the Contract Documents contain an error or error(s), please provide us with that
information via email. An addendum will be issued to all prospective bidders if a correction is
needed. Addendums will be posted on the City's Website www.portorchardwa.gov/bids-and-
proposals/ and Builders Exchange www.bxwa.com
I have the following question(s)/comment(s):
I believe the Contract Document(s) has (have) the following error(s):
Please respond to:
Name:
Representing:
Address:
Fax Number:
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Advertisement for Bids:
1. Pre -Bid Conference
No pre -bid conference will be held.
2. Examination of Plans, Specifications, and Site
Before submitting his/her bid, the Contractor shall carefully examine each component of the
Bid Documents and any other available supporting data so as to be thoroughly familiar with
all the requirements.
The Bidder shall make an alert, heads -up, eyes -open reasonable examination of the project
site and conditions under which the Work is to be performed, including but not limited to:
current site topography, soil and moisture conditions; underground obstructions; the
obstacles and character of materials which may be encountered; traffic conditions; public and
private utilities; the availability and cost of labor; and available facilities for transportation,
handling and storage of materials and equipment.
3. Property Issues
All bidders shall base their bids upon full restoration of all property within the right-of-way
and easements, and wherever Bidder will have right -of -entry. The easements and right of
entry documents that have been acquired are available for inspection and review. The Bidder
is advised to review the conditions of the permits, easements, and rights -of -entry, as s/he
shall be required to comply with all conditions at no additional cost to the Owner. All other
permits, licenses, etc., shall be the responsibility of the Bidder. The Bidder shall comply with
the requirements of each.
4. Interpretation of Bid Documents
The Bidder shall promptly notify Owner of any discovered conflicts, ambiguities, or
discrepancies in or between, or omissions from the Bid Documents. Questions or comments
about these Bid Documents should be directed to the attention of: K. Chris Hammer, City
Engineer, and sent via email to publicworks@cityofportorchard.us or mail/drop off to 216
Prospect Street, Port Orchard, WA 98366. Questions received less than 3 days prior to the
date of bid opening may not be answered. Any interpretation or correction of the Bid
Documents will be made only by addendum, and a copy of such addendum will be distributed
through plan holders lists at Builders Exchange www.bxwa.com, the City's Website
www.portorchardwa.gov/bids-and-proposals/ and the City Clerk's Plan holders list The
Owner will not be responsible for any other explanations or interpretations of the Bid
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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Documents. No oral interpretations of any provision in the Bid Documents will be made to
any Bidder.
5. Bidding Checklist
All bids shall be submitted on the exact forms provided in these Bid Documents, and listed
below. Failure to submit any of these forms may be grounds for rejection of the bid. Sealed
bids for this proposal shall be submitted as specified in the Advertisement for Bids. Each bid
must be submitted in a sealed envelope bearing on the outside the name and address of the
Bidder, and the name and number of the project for which the bid is submitted. All bids will
remain subject to acceptance for sixty (60) calendar days after the day of the bid opening.
A. Proposal — Bidders must bid on all items contained in the Proposal. If any unit price is left
blank, it will be considered no charge for that bid item, regardless of what has been placed
in the extension column.
B. Bid Security — Bid Bond is to be executed by the Bidder and the surety company unless
bid is accompanied by a cash deposit, cashier's or certified check, or postal money order.
The amount of this bond shall be not less than five percent (5%) of the total bid, including
sales tax, if applicable, and may be shown in dollars. Surety must be authorized to do
business in the State of Washington, and must be on the current Authorized Insurance
List in the State of Washington per Section 1-02.7 of the Standard Specifications.
The bond form included in these Contract Provisions MUST be used; no substitute will
be accepted. If an attorney -in -fact signs the bond, a certified and effectively dated
copy of their Power of Attorney must accompany the bond.
ii. The bid bond/deposit of the successful Bidder will be returned provided s/he executes
the Contract, furnishes satisfactory performance bond covering the full amount of work,
provides evidence of insurance coverage, and other documents required by the contract
documents within 14 calendar days after Notice of Award. Should s/he fail or refuse to
do so, the Bid Deposit or Bond shall be forfeited to the City of Port Orchard as liquidated
damages for such failure.
iii. The Owner reserves the right to retain the security of the three lowest bidders until
the successful Bidder has executed the Contract and furnished the performance bond.
C. Non -Collusion Declaration— DOT Form 272-036H EF included in these Contract Provisions
must be returned with the bid proposal.
D. Bidder's Qualification Form — Regarding forms D and E, the Owner reserves the right to
check all statements and to judge the adequacy of the Bidders qualifications.
E. Certification of Compliance with Wage Payment Statutes — Must be filled in and signed.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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F. Supplemental Criteria Information Form -Must be filled in and signed.
G. Subcontractors List — Must be completed
6. Contract Checklist
The following forms are to be executed by the successful Bidder after the Contract is
awarded. The Contract and Performance and Payment Bond are included in these Bid
Documents and should be carefully examined by the Bidder.
A. Contract — One copy to be executed by the successful Bidder. Bid and Contract
Documents must be executed by the Contractor's President or Vice -President if a
corporation, or by a partner if a partnership. In the event another person has been duly
authorized to execute contracts, a copy of the resolution or other minutes establishing
this authority must be attached to the Proposal and Contract documents.
B. Performance/Payment Bond and Warranty Bond — One copy of each type of bond to be
executed by the successful Bidder and his surety company. These bonds cover successful
completion of all work and payment of all laborers, subcontractors, suppliers, etc. and
provide a warranty for the contract work. The bond forms included in these Bid
Documents MUST be used; no substitutes will be accepted. If an Attorney -in -fact signs
the bond(s), a certified and effectively dated copy of their Power of Attorney must
accompany the bond(s).
C. Certificates of Insurance — To be executed by an insurance company acceptable to the
Owner, on ACCORD Forms. Required coverages are listed in Section 1-07.18 of the
Standard Specifications, as may be modified by the Special Provisions. The Owner shall be
named as "Additional Insured" on the insurance policies.
D. Selection of Retainage Option —Pursuant to RCW 60.28.010, 5% retainage will be retained
until fulfillment of state and local compliance is documented. The retainage form should
be completed by the successful bidder.
E. Prevailing Wage Requirements — The Contractor is required to pay, at a minimum, the
applicable prevailing wage rates to those employees performing services under the
Contract. The applicable wage rates are set forth in the State of Washington Department
of Labor and Industries Prevailing Wage Rate Schedule, RCW 39.12.020.
The project site is located in Kitsap County.
The prevailing wage schedule in effect for the work under the Contract will be the one in
effect upon the prime contractor's bid due date with these exceptions:
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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o If the project is not awarded within six (6) months of the bid due date, the award
date (the date the contract is executed) is the effective date.
o If the project is not awarded pursuant to bids, the award date (the date the
contract is executed) is the effective date.
o Janitorial contracts follow WAC 296-127-023.
For Project number PW2023-03 the prime contractor bid due date is April 19, 2023.
Except for janitorial contracts, the rates in effect on the bid due date shall apply for the
duration of the contract (unless otherwise noted in the solicitation).
It is the responsibility of the Contractor to ensure the appropriate labor classification(s)
are identified and that the applicable wage and benefit rates are taken into consideration
when preparing their proposal according to these specifications.
The selected Contractor must submit to the Department of Labor and Industries, a
"Statement of Intent to Pay Prevailing Wages". www.Ini.wa.gov/licensing-
Permits/public-works-projects/contractors-employers/#required-documents-for-doing-
the-work A copy of the certified Intent Statement must be submitted to the City prior to
payment of the first invoice. The Contractor will pay promptly, when due, all wages
accruing to its employees.
All invoice or payment applications are required to bear the following signed statement:
"I certify that wages paid under this contract are equal to or greater than the applicable
wage rates set forth in the Washington State Prevailing Wage Rates for Public Works
Contracts issued by the State of Washington Department of Labor and Industries."
The selected Contractor must submit to the Department of Labor and Industries an
"Affidavit of Wages Paid" and a copy of an approved Affidavit must be submitted at the
end of the contract to the City before the last payment or any retained funds will be
released. www.Ini.wa.gov/licensing-permits/public-works-projects/contractors-
employers/#when-the-work-is-done
The cost of filing a Statement of Intent to Pay Prevailing Wages and Affidavit of Wages
Paid with the Department of Labor and Industries shall be at no additional cost to the City.
The Director of the Department of Labor and Industries shall arbitrate all disputes of the
prevailing wage rate, RCW 39.12.060 and WAC 296-127-060.
Look up the prevailing rates of pay, benefit, and overtime codes from this link:
www.Ini.wa.gov/TradesLicensing/PrevWage/WageRates/default.asp A copy of the
prevailing wage rates is available for viewing at the City of Port Orchard Department of
Public Works. A hard copy will be mailed upon request.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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For prevailing wage questions, contact the Department of Labor & Industries at
PW1@Lni.wa.gov or 360-902-5335.
7. Contractor Disqualification
1) A bidder will be deemed not responsible, and the proposal rejected if the bidder does not
meet the following responsibility criteria set forth in RCW 39.04.350, which provides, in
part, as follows:
(1) Before award of a public works contract, a bidder must meet the following responsibility
criteria to be considered a responsible bidder and qualified to be awarded a public works
project. The bidder must:
(a) At the time of bid submittal, have a certificate of registration in compliance with chapter
18.27 RCW;
(b) Have a current state unified business identifier number;
(c) If applicable, have industrial insurance coverage for the bidder's employees working in
Washington as required in Title 51 RCW; an employment security department number as
required in Title 50 RCW; and a 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 or39.12.065(3);
(e) If bidding on a public works project subject to the apprenticeship utilization requirements
in RCW 39.04.320, not have been found out of compliance by the Washington state
apprenticeship and training council for working apprentices out of ratio, without appropriate
supervision, or outside their approved work processes as outlined in their standards of
apprenticeship under chapter 49.04 RCW for the one-year period immediately preceding the
date of the bid solicitation;
(f) Have received training on the requirements related to public works and prevailing
wage under this chapter and chapter 39.12 RCW. The bidder must designate a person or
persons to be trained on these requirements. The training must be provided by the
department of labor and industries or by a training provider whose curriculum is
approved by the department. The department, in consultation with the prevailing wage
advisory committee, must determine the length of the training. Bidders that have
completed three or more public works projects and have had a valid business license in
Washington for three or more years are exempt from this subsection. The department
of labor and industries must keep records of entities that have satisfied the training
requirement or are exempt and make the records available on its web site. Responsible
parties may rely on the records made available by the department regarding satisfaction
of the training requirement or exemption.
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(g) Within the three-year period immediately preceding the date of the bid solicitation, not
have been determined by a final and binding citation and notice of assessment issued by the
department of labor and industries or through a civil judgment entered by a court of limited
or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision
of chapter 49.46, 49.48, or 49.52 RCW.
The Bidder shall submit a signed statement to the City in accordance with Chapter 5.50 RCW
verifying under penalty of perjury that (1) the bidder is in compliance with the responsible
bidder criteria in subsection (1)(g) above; and (2) that the Contractor is not presently
debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded
by any Federal department or agency in accordance with Executive Orders 12549 and 12689,
24 C.F.R. Pt. 24.
2) A bidder may be deemed not responsible and the proposal rejected if:
a. More than one proposal is submitted for the same project from a bidder under the
same or different names;
b. Evidence of collusion exists with any other bidder or potential bidder. Participants in
collusion will be restricted from submitting further bids;
c. The bidder, in the opinion of the Contracting Agency, is not qualified for the work or
to the full extent of the bid, or to the extent that the bid exceeds the authorized
prequalification amount as may have been determined by a prequalification of the
bidder;
d. An unsatisfactory performance record exists based on past or current Contracting
Agency work or for work done for others, as judged from the standpoint of conduct
of the work; workmanship; progress; affirmative action; equal employment
opportunity practices; or Disadvantaged Business Enterprise, Minority Business
Enterprise, or Women's Business Enterprise utilization;
e. There is uncompleted work (Contracting Agency or otherwise) which might hinder or
prevent the prompt completion of the work bid upon;
f. The bidder failed to settle bills for labor or materials on past or current contracts;
g. The bidder has failed to complete a written public contract or has been convicted of
a crime arising from a previous public contract;
h. The bidder is unable, financially or otherwise, to perform the work; or
i. There are any other reasons deemed proper by the Contracting Agency.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
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PROPOSAL
CITY OF PORT ORCHARD
2023 CITY WIDE ASPHALT REPAIR
PROJECT NO. PW2023-003
To: Mayor and City Council
City of Port Orchard, Washington
Contractor:
Date:
State License No.:
Month/Day/Year
Bidder's Declaration and Understanding
The Bidder declares that s/he has carefully examined the Contract Documents for the
construction of the project, that s/he has personally inspected the site, that s/he has satisfied
her/himself as to the quantities involved, including materials and equipment, and conditions of
work involved, including the fact that the description of the quantities of work and materials, as
included herein, is brief and is intended only to indicate the general nature of the work and to
identify the said quantities with the detailed requirements of the Contract Documents, and that
this Proposal is made according the provisions and under the terms of the Contract Documents,
which Documents are hereby made a part of this Proposal. The Bidder further declares that s/he
has exercised her/his own judgment regarding the interpretation, of subsurface information and
has utilized all data, which s/he believes pertinent from City and other sources and has made
such independent investigations as the Bidder deems necessary in arriving at her/his conclusions.
Bidder understands that any bid response documents may be subject to release under the Public
Records Act Chapter 42.56 RCW and the City may be required to disclose bid responses upon a
request. Bidder acknowledges that s/he has been advised to mark any records believed to be
trade secrets or confidential in nature as "confidential." If records marked as "confidential" are
found to be responsive to the request for records, the City as a courtesy to the Bidder may elect
to give notice to Bidder of the request so as to allow Bidder to seek a protective order from a
Court. Bidder acknowledges and agrees that any records deemed responsive to a public records
request may be released at the sole discretion of, and without notice by, the City.
Contract Execution
The Bidder agrees that if this Proposal is accepted, s/he will, within fourteen (14) calendar days after
Notice of Award, complete and sign the Contract in the form annexed hereto, and will at that time
deliver to the City executed copies of the Performance Bond, Labor and Material Payment bond, the
Certificate of Insurance, and other documentation required by the Contract Documents, and will, to
the extent of her/his Proposal, furnish all machinery, tools, apparatus and other means of
construction and do the work and furnish all the materials or services necessary to complete all work
as specified or indicated in the Contract Documents.
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Start of Construction and Contract Completion
The Bidder further agrees that within 14 calendar days of CONTRACT START DATE, s/he will meet
with engineering personnel and begin work no earlier than N/A, and complete the construction
within 75 working days of START DATE.
Lump Sum and Unit Price Work
The Bidder further proposes to accept as full payment for the work proposed herein the amounts
computed under the provisions of the Contract Documents and based on lump sum and unit price
amounts, it being expressly understood that the unit prices are independent of the exact
quantities involved. The Bidder agrees that the lump sum prices and the unit prices represent a
true measure of the labor, services, and materials required to perform the work, including all
allowances for overhead and profit for each type and unit of work called for in these Contract
Documents.
If any material, item, or service required by the Contract Documents has not been mentioned
specifically, the same shall be furnished and placed with the understanding that the full cost to
the City has been merged with prices named in the proposal.
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SCHEDULE OF CONTRACT PRICES
2023 CITY WIDE ASPHALT REPAIR
Project No. PW2023-003
NOTE: Unit prices for all items and the total amount bid must be shown. The Project must be bid
in its entirety, including all bid items as specifically listed in the Proposal, in order to be considered
a responsive bid. Where conflict occurs between the unit price and the total amount named for
any items, the unit price typed or printed and entered in ink shall prevail. The Contracting Agency
reserves the right to award all work bid according to the lowest qualified responsive bid tendered,
available funds, and as it best serves the interest of the Contracting Agency. All work awarded
will be made to the same Contractor/bidder.
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Schedule A- Base Bid/Old Clifton Overlay
1 CALC
STD (1-04)
Minor Changes
CALC
$ 5,000.00
$5,000.00
$ Five Thousand Dollars
(Total Amount in Words)
2 Lump
STD (1-09)
Mobilization
LS $
$
Sum
(Total Amount in Words)
3 Lump
STD (1-07)
SPCC Plan
LS $
$
Sum
(Total Amount in Words)
4 Lump
STD (1-10)
Project Temporary Traffic
LS $
$
Sum
Control
5 400 LF
6 280 TN
(Total Amount in Words)
SP (2-02) Removing Asphalt Conc. LF $ $
Curb
(Total Amount in Words)
STD (4-04) Crushed Surfacing Base TN $ $
Course (Shoulder Ballasting)
(Total Amount in Words)
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
7 2390 TN STD (5-04) HMA CL. 1/2" PG 58-22 TN $ $
(Overlay)
(Total Amount in Words)
8 398 SY SP (5-04) HMA CL. 1/2" PG 58-22 SY $ $
(Roadway Reconstruction)
(Total Amount in Words)
9
2000 SY
SP (5-04)
Planing Bituminous
SY $
$
Pavement
(Total Amount in Words)
10
398 SY
STD (5-04)
Pavement Repair Incl. Haul
SY $
$
(Total Amount in Words)
11
400 LF
SP (5-04)
4" HMA Wedge Curb
LF $
$
(Total Amount in Words)
12
1 FA
SP (5-04)
Crack Sealing
FA $6,000.00
$ 6,000.00
$ Six Thousand Dollars
(Total Amount in Words)
13
3 EA
STD (7-05)
Adjust Catch Basin
EA $
$
(Total Amount in Words)
14 8 EA STD (7-05) Adjust Manhole EA $ $
(Total Amount in Words)
15 1 EA SP (7-12) Adjust Valve Box EA $ $
(Total Amount in Words)
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
16
5 EA
STD (8-02)
Inlet Protection EA $
$
(Total Amount in Words)
17
14700 LF
STD (8-22)
Paint Line LF $
$
(Total Amount in Words)
18
180 SF
STD (8-22)
Plastic Crosswalk Line (Type SF
$
A Thermoplastic)
(Total Amount in Words)
19
65 LF
STD (8-22)
Plastic Stop Line (Type A LF $
$
Thermoplastic)
(Total Amount in Words)
20
17 EA
STD (8-22)
Plastic Traffic Arrow (Type A EA $
$
Thermoplastic)
(Total Amount in Words)
Schedule A- Total Base
Bid/Old Clifton Overlay
$
Schedule B - Sidney Rd.
101 CALC STD (1-04) Minor Changes CALC $ 2,500.00
$2,500.00
$ Two Thousand Five Hundred Dollars
(Total Amount in Words)
102 Lump STD (1-09) Mobilization LS $ $
Sum
(Total Amount in Words)
103 Lump STD (1-10) Project Temporary Traffic LS $ $
Sum Control
(Total Amount in Words)
104 852 SY STD (5-04) Pavement Repair Excavation SY $ $
Incl. Haul
(Total Amount in Words)
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
)5 90 TN SP (5-04) Crushed Surfacing Base
Course for Pavement Repair
TN $ $
(Total Amount in Words)
106 852 SY SP (5-04) HMA CL. 1/2" PG 58-22 SY $ $
(Roadway Reconstruction)
107 10510 LF STD (5-04) Crack Sealing
108 3 EA SP (7-12) Adjust Valve Box
(Total Amount in Words)
LF $ $
(Total Amount in Words)
EA $
(Total Amount in Words)
109 1290 LF STD (8-22) Paint Line LF $ $
(Total Amount in Words)
110 200 SF STD (8-22) Plastic Crosswalk Line (Type SF $
A Thermoplastic)
(Total Amount in Words)
111 40 LF STD (8-22) Plastic Stop Line (Type A LF $ $
Thermoplastic)
(Total Amount in Words)
112 2 EA STD (8-22) Plastic Traffic Arrow (Type A EA $ $
Thermoplastic)
(Total Amount in Words)
Total Schedule B- Sidney Rd.
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Schedule C - Bethel Rd.
201 CALC STD (1-04) Minor Changes CALC $ 2,500.00
$2,500.00
$ Two Thousand Five Hundred Dollars
(Total Amount in Words)
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
02 Lump STD (1-09) Mobilization LS $
Sum
7
(Total Amount in Words)
203 Lump STD (1-10) Project Temporary Traffic LS $ $
Sum Control
204 40 SY
(Total Amount in Words)
STD (2-02) Removing Cement Concrete SY $ $
Sidewalk
(Total Amount in Words)
205 1550 SY STD (5-04) Pavement Repair Excavation SY $ $
Incl. Haul
(Total Amount in Words)
206 160 TN SP (5-04) Crushed Surfacing Base TN $ $
Course for Pavement Repair
(Total Amount in Words)
207 1550 SY SP (5-04) HMA CL. 1/2" PG 58-22 SY $ $
(Roadway Reconstruction)
208 750 LF STD (5-04) Crack Sealing
209 3 EA STD (7-05) Adjust Manhole
(Total Amount in Words)
LF $ $
(Total Amount in Words)
EA $ $
(Total Amount in Words)
210 60 LF STD (8-04) Cement Concrete Pedestrian LF $ $
Curb
(Total Amount in Words)
211 60 LF STD (8-04) Cement Concrete Traffic LF $ $
Curb and Gutter
(Total Amount in Words)
212 2 EA STD (8-14) Cement Concrete Curb EA $ $
Ramp Type Parallel A
(Total Amount in Words)
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
.3 35 SY STD (8-14) Cement Concrete Sidewalk SY $ $
(Total Amount in Words)
214 630 LF STD (8-22) Paint Line LF $ $
(Total Amount in Words)
215 280 SF STD (8-22) Plastic Crosswalk Line (Type SF $
A Thermoplastic)
(Total Amount in Words)
216 40 LF STD (8-22) Plastic Stop Line (Type A LF $ $
Thermoplastic)
(Total Amount in Words)
217 4 EA STD (8-22) Plastic Traffic Arrow (Type A EA $ $
Thermoplastic)
(Total Amount in Words)
Total Schedule C- Bethel Rd. $
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Schedule D - Shop Facility
301 CALC STD (1-04) Minor Changes CALC $ $ 2,500.00
2,500.00
$ Two Thousand Five Hundred Dollars
(Total Amount in Words)
302 Lump STD (1-09) Mobilization LS $ $
Sum
(Total Amount in Words)
303 240 TN STD (5-04) HMA CL. 1/2" PG 58-22 TN $ $
(Paved Lot) 4" Depth
(Total Amount in Words)
Sub Total Schedule D- Shop Facility $
Tax 9.3%
Total Schedule D- Shop Facility
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair
$
PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Schedule E - Decant Facility
401 CALC STD (1-04)
Minor Changes
CALC
$ 2,500.00
$2,500.00
$ Two Thousand Five Hundred Dollars
(Total Amount in Words)
402 Lump STD (1-09)
Mobilization
LS $
$
Sum
(Total Amount in Words)
403 40 TN STD (5-04)
HMA CL. 1/2" PG 58-22
TN $
$
(Paved Lot) 4" Depth
(Total Amount in Words)
Sub Total Schedule E- Decant Facility
$
Tax 9.3%
Total Schedule E- Decant Facility
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Schedule F - Carl Pickle Dr.
501 CALC STD (1-04) Minor Changes CALC $ 2,500.00
$2,500.00
$ Two Thousand Five Hundred Dollars
(Total Amount in Words)
502 Lump STD (1-09) Mobilization LS $ $
Sum
(Total Amount in Words)
503 Lump STD (1-10) Project Temporary Traffic LS $ $
Sum Control
(Total Amount in Words)
504 88 SY STD (5-04) Pavement Repair Incl. Haul SY $ $
(Total Amount in Words)
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
505 10 TN SP (5-04)
Crushed Surfacing Base
TN $
$
Course for Pavement Repair
(Total Amount in Words)
506 88 SY SP (5-04)
HMA CL. 1/2" PG 58-22
SY $
$
(Roadway Reconstruction)
(Total Amount in Words)
507 130 LF STD (5-04)
Crack Sealing
LF $
$
(Total Amount in Words)
508 160 LF STD (8-22)
Paint Line
LF $
$
(Total Amount in Words)
Total Schedule F - Carl Pickle Dr.
$
Schedule A - Base Bid/ Old Clifton Overlay Total
$
Schedule B - Sidney Rd. Total
$
Schedule C - Bethel Rd. Total
$
Schedule D - Shop Facility Total (Tax Included)
$
Schedule E - Decant Facility Total (Tax Included)
$
Schedule F - Carl Pickle Dr. Total
$
Schedule A Through F- Total
$
SALES TAX- Rule 171 (Schedules A, B, C, F)
In accordance with Section 1-07.2(1) State Sales Tax (DOR rule 171): Work performed on City,
County, or Federally -owned land, the Contractor shall include Washington State retail sales
taxes in the various unit bid prices or other amounts. These retail sales taxes shall include those
the Contractor pays on purchases of materials, equipment, and supplies used or consumed in
doing the work.
SALES TAX -Rule 170 (Schedules D and E)
Retailing/Retail Sales Tax rule WAC 458-20-170: Washington state retail sales tax added as percent (%)
in addition to contract bid price; sales tax shown as separate line item.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
The undersigned Bidder hereby agrees to start construction on this project, if awarded, no later
than fourteen (14) calendar days after Notice to Proceed and to complete the project within the
time stipulated in the Contract. By signing below, Bidder acknowledges receipt of the following
Addenda to the Bid Documents:
CITY OF PORT ORCHARD
2023 CITY WIDE ASPHALT REPAIR
PROJECT NO. PW2023-003
Addendum No. Date of Receipt Addendum No. Date of Receipt
Addendum No. Date of Receipt Addendum No. Date of Receipt
NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid
Proposal and Owner reserves the right to determine whether the bid will be disqualified.
By signing below, Bidder certifies that s/he has reviewed the insurance provisions of the Bid
Documents and will provide the required coverage.
The undersigned Bidder hereby certifies that, within the three-year period immediately
preceding the bid solicitation date for this Project, the Bidder is not a "willful" violator, as defined
in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction.
OFFICIAL AUTHORIZED TO SIGN FOR BIDDER:
"I certify (or declare) under penalty of perjury under the laws of the State of Washington that
the foregoing is true and correct."
Signature:
Date:
Printed Name and Title:
Location or Place Executed (City, State):
Business Address:
Business Telephone:
NOTES: If the Bidder is a co -partnership, give firm name under which business is transacted;
proposal must be executed by a partner. If the Bidder is a corporation, proposal must be executed
in the corporate name by the president or vice-president (or any other corporate officer
accompanied by evidence of authority to sign).
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 20
STATE OF )
)ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that signed
this proposal, on oath stated that he/she was authorized to execute the proposal and
acknowledged it as the (title) of
(name of party on behalf of whom proposal was
executed) and acknowledged it to be his/her free and voluntary act for the uses and purposes
mentioned in this proposal.
Dated this day of , 20
Notary Public
Printed Name
My Commission Expires:
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 21
1. Name of Contractor:
Address:
2. Telephone No. ( )
Email Address:
BIDDER'S QUALIFICATION FORM
CITY OF PORT ORCHARD
2023 CITY WIDE ASPHALT REPAIR
PROJECT NO. PW2023-003
Fax No.: ( )
3. Washington State Dept. of Labor and Industries Worker's Compensation Account No.:
4. Washington State Dept. of Licensing Contractor's Registration No.:
Expiration Date:
5. Washington State Uniform Business Identifier No.:
(Must have U81 number before the contract is awarded.)
6. Number of years engaged in contracting business under above name:
7. At the time of bid submittal, did the contractor have a certificate of registration in compliance
with Chapter 18.27 RCW?
8. Does the contractor have industrial insurance coverage for its employees working in
Washington as required in Title 51 RCW? (Provide Number)
9. Does the contractor have an employment security department number as required in Title 50
RCW? (Provide number):
10. Does the contractor have a state excise tax registration number as required in Title 82 RCW?
(Provide number):
11. Has the contractor been disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065(3)?
12. If project is Federally funded. Is the Contractor registered in Sam.gov? Enter Unique ID No.
(UEI)
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 22
13. Has the contractor received training on the requirements related to public works and
prevailing wage under chapters 39.04 and 39.12 RCW, as required in RCW 39.04.350(1)(f)
14. Within the three-year period immediately preceding the date of the bid solicitation, was the
contractor (determined by a final and binding citation and notice of assessment issued by the
department of labor and industries or through a civil judgment entered by a court of limited or
general jurisdiction) to have willfully violated, as defined in RCW 49.48.082, any provision of
chapter 49.46, 49.48, or 49.52 RCW?
15. Has the contractor violated the "Off -site Prefabricated Non -Standard Project Specific Items"
reporting requirements more than one time as determined by the department of labor and
industries?
16. Particular types of construction performed by your company:
17. Gross amount of contracts now on hand: $
18. List similar recent construction projects that your firm has done in the last 5 years (i.e., water
and storm and sanitary sewer main construction, road reconstruction, excavations, extensive
dewatering, etc.):
Amount Type Owner's Phone
Name
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 23
19. What is the construction experience of the principal individuals to be assigned to this project?
Years of
Construction
Name Title Experience Availability
Pursuant to RCW 39.06.020, the contractor further agrees to verify responsibility criteria for each
of its subcontractors and to require each of its subcontractors to both verify responsibility criteria
as described herein for its subcontractors and include instant condition for verification
requirement.
(Authorized Signature)
Title:
Date:
NOTE: Any bidder having current outstanding litigation with the City will not be considered
responsible and will be rejected by the City.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 24
BID SECURITY
CITY OF PORT ORCHARD
2023 CITY WIDE ASPHALT REPAIR
PROJECT NO. PW2023-003
Bid Deposit:
The undersigned Principal hereby submits a Bid Deposit with the City of Port Orchard in the form of a cash
deposit, certified or cashier's check, or postal money order in the amount of
Dollars
Bid Bond:
KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal and
, as Surety, are held firmly bound unto the City of Port Orchard,
Washington, as Obligee, in the penal sum of
Dollars, for the
payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally by these presents.
The conditions of this obligation are such that if the Obligee shall make any award to the Principal for
, Port Orchard, Washington, according to the terms of the
Proposal or Bid made by the Principal therefore, and the Principal shall duly make and enter into a contract
with the Obligee in accordance with the terms of said Proposal or Bid and award and shall give bond for
the faithful performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall,
in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the
call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and
effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages,
the amount of this Bond.
Signed, Sealed and Dated this day of 120
Principal Surety
Signature of Authorized Official
Printed Name and Title
Name and address of local office of
Agent and/or Surety Company:
Signature of Authorized Official
By:
Attorney -in -Fact (Attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the State of
Washington per Section 1-02.7 of the Standard Specification.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 25
Failure to return this Declaration as part of the kid proposal package
will make the bid nonresponsive and ineligible for award.
f LT [a] Z 2 1810341L1.M M ILII NWXENdMilk
I, by signing the proposal, hereby decia re, under penalty of
perjury under the laws of the U nited States that the following
statements are tr41e and correct:
That the undersigned persons), firm, association or corporation has
{have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the project for which this
proposal is SLIbmitted.
2. That by sign i n g the signature page of this proposal. I am
deemed to have signed and to have agreed to the provisions
of this declaration.
To report rigging activities call:
1-800-4 4-9071
The U.S. Department of Transportation (U DOT) operates the above tell -free
°hotline" Monday through Friday, 8:00 a.m. to 5:00 p_m., eastern time_ ,anyone
with knowledge of possible bid rigging, bidder collusion, or other fraudulent
activitiies should use the "hotline" to report such activities.
The `hotline" is part of U S DOT:s continuing effort to identify and investigate
highway construction contract fraud and abuse and is operated under the
direction of the US DOT Inspector General_ All information will be treated
confidentially and caller anonymity will be respected.
DOT Fam 272-03CH EF
Page 26
CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES
The bidder hereby certifies that, within the three-year period immediately preceding the bid
solicitation date April 19, 2023, the bidder is not a "willful" violator, as defined in RCW 49.48.082,
of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding
citation and notice of assessment issued by the Department of Labor and Industries or through a
civil judgment entered by a court of limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the foregoing is
true and correct.
Bidder's Business Name
Signature of Authorized Officer/Representative*
Printed Name
Title
Date City State
Check One:
Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation/LLC ❑
State of Incorporation, or if not a corporation, State where business entity was formed:
If a co -partnership, give firm name under which business is transacted:
*If a corporation or limited liability company, this certificate must be executed in the entity's
name by the president or vice-president (or any other corporate officer accompanied by
evidence of authority to sign). If a co -partnership, this certificate must be executed by a partner.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 27
SUPPLEMENTAL CRITERIA INFORMATION FORM
As evidence that the Bidder meets the mandatory and supplemental responsibility criteria, the
apparent two lowest Bidders must submit to the Owner by 12:00 p.m. (noon) of the second
business day following the bid submittal deadline, this Supplemental Criteria Information Form
verifying that the Bidder meets the Mandatory Criteria under RCW 39.04.350(1) and the
Supplemental Bidder Criteria stated below. The two lowest Bidders shall also submit supporting
documentation including but not limited to that detailed below (sufficient in the sole judgment
of the Owner) demonstrating compliance with all mandatory and supplemental responsibility
criteria. The Owner reserves the right to request such documentation from other Bidders as well,
and to request further documentation as needed to assess Bidder responsibility. The Owner also
reserves the right to obtain information from third parties and independent sources of
information concerning a Bidder's compliance with the mandatory and supplemental criteria,
and to use that information in their evaluation. The Owner may (but is not required to) consider
mitigating factors in determining whether the Bidder complies with the requirements of the
supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria
shall include any documents or facts obtained by Owner (whether from the Bidder or third
parties) including but not limited to: (i) financial, historical, or operational data from the Bidder;
(ii) information obtained directly by the Owner from others for whom the Bidder has worked, or
other public agencies or private enterprises; and (iii) any additional information obtained by the
Owner which is believed to be relevant to the matter.
If the Owner determines the Bidder does not meet the bidder responsibility criteria and is
therefore not a responsible Bidder or the bid is not responsive, the Owner 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 two (2) business days of the Owner's determination by
presenting its appeal and any additional information to the Owner. The Owner will consider the
appeal and any additional information before issuing its final determination. If the final
determination affirms that the Bidder is not responsible (or the bid is not responsive), the Owner
will not execute a contract with any other Bidder until at least two business days after the Bidder
determined to be not responsible (or the bid not responsive) has received the Owner's final
determination.
Request to Change Supplemental Bidder Responsibility Criteria Prior to Bid: Bidders with
concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility
Criteria may make or submit requests to the Owner to modify the criteria. Such requests shall be
in writing, describe the nature of the concerns, and propose specific modifications to the criteria.
Bidders shall submit such requests to the Owner no later than five (5) business days prior to the
bid submittal deadline and address the request to the Project Engineer or such other person
designated by the Owner in the Bid Documents.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 28
For criteria with check boxes, the bidder will check either "Yes" or "No." For each "Yes" answer
on the form, the Bidder shall provide a signed and dated statement providing the project
information requested and explaining the extenuating circumstances.
Project Name:
Part A. General Company Information
Company Name:
Address:
Contact Phone:
Contact E-mail:
Years in business as a Prime Contractor:
Years in business as a subcontractor:
Years in business under Present Name:
List any former company names under which the company, its owners, and/or its principals
has operated in the past five (5) years.
Explain reason for name change(s) in the past five (5 years)
Part B. Delinquent State Taxes
Is the bidder listed on the Washington State Department of Revenue's "Delinquent
Taxpayer List" website:
http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx
Yes ❑ No ❑
If "Yes" attach a copy of the written payment plan approved by the Department of
Revenue.
Part C. Federal Debarment
The bidder shall not be listed as a current debarred or suspended bidder on the Federal
"System For Award Management" website www.sam.gov. Is the bidder listed as debarred
orsuspended?
Yes ❑ No ❑
Sam.gov Unique Entity ID No.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 29
Part D. Subcontractor Responsibility
Does the bidder's standard subcontract form include the subcontractor language required
by RCW 39.06.020? Does the bidder have an established procedure which it uses to
validate the responsibility of each of its subcontractors? Does the subcontract form require
that each of the bidder's subcontractors have and document a similar procedure for sub -
tier subcontractors?
Yes ❑ No ❑
If "Yes" or "No", provide a copy of its standard subcontract form and a copy of the
procedures used to validate the responsibility of subcontractors.
Part E. Prevailing Wages
In the last five (5) years, has the bidder had prevailing wage complaints filed against it or
received violations as determined by the applicable state or federal government agency
monitoring prevailing and/or Davis -Bacon wage compliance?
Yes ❑ No ❑
If "Yes," attach a separate signed/dated statement listing the prevailing wage violations,
along with an explanation of each violation and how it was resolved. The City shall
evaluate these explanations and the resolution of each violation to determine whether the
violations demonstrate a pattern of failure to pay prevailing wages to workers unless there
are extenuating circumstances acceptable to the City.
Part F. Claims Against Retainage and Bonds
Does the bidder have a record of any claims filed against the retainage or payment bonds
for public works projects during the previous three (3) years?
Yes ❑ No ❑
If "Yes", attach a separate signed / dated statement for each project with claims which
includes the following: 1) Owner and contact information for the owner; 2) a list of claims
filed against the retainage and/or payment bond for the project; and 3) a written
explanation of the circumstances surrounding the claim and the ultimate resolution of the
claim. The City may contact previous owners to validate the information provided by the
Bidder. The City shall evaluate the information to determine if it demonstrates a lack of
effective management by the bidder of making timely and appropriate payments, unless
there are extenuating circumstances acceptable to the City in its sole discretion.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 30
Part G. Public Bidding Crime
Has the bidder been convicted of a crime involving bidding on a public works contract
within the last five (5) years?
Yes ❑ No ❑
Part H. Termination for Cause/Termination for Default
Has the bidder had any public works contract terminated for cause by any government
agency during the previous five (5) years?
Yes ❑ No ❑
If "Yes", attach a separate signed / dated statement listing each contract terminated, the
government agency terminating the contract and the circumstances involving the
termination for cause. The City will determine if there are extenuating circumstances
acceptable to the City in its sole discretion.
Part I. Lawsuits
Has the bidder been involved in lawsuits (or arbitrations for those instances where
arbitration is completed in lieu of a lawsuit) with judgments entered against the bidder for
failure to meet terms on contracts in the previous five (5) years?
Yes ❑ No ❑
If "Yes", attach a list of lawsuits and/or arbitrations with judgments / arbitration awards
entered against the bidder along with a written explanation of the circumstances
surrounding each lawsuit and/or arbitration.
Part J. Work Experience
List at least three construction projects on the attached Work Experience Form, each of
which meet all of the following criteria:
• Successfully completed pavement repairs of arterial classified streets and/ or
highways, in the past 7 years.
• Work includes grinding, patching and overlay.
• Contract value exceeding $250,000.00.
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 31
Part K. Signature
1 hereby certify, warrant and declare under penalty of perjury that the information included
herein is correct and complete. Failure to disclose requested information or submitting false
or misleading information may result in rejection of my bid, termination of my contract, and
may impact my firm's ability to bid on future projects.
Signature of Authorized Representative Date
Printed Name of Authorized Representative Title
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 32
Work Experience Form
List at least three construction projects on the attached Work Experience Form, each of
which meet all of the following criteria:
• Successfully completed pavement repairs of arterial classified streets and/ or highways,
in the past 7 years.
• Work includes grinding, patching, overlay and ADA ramp upgrades.
• Contract value exceeding $250,000.00.
1.
Contract Value $
2.
Contract Value $
3.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 33
Contract Value $
4.
Contract Value $
5.
Contract Value $
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 34
SUBCONTRACTOR LIST
Per RCW 39.30.060, the bidder is required to submit as part of the bid the names of the
subcontractors with whom the bidder will subcontract for performance of the work of HVAC
(heating, ventilation, and air conditioning), plumbing as described in chapter 18.106 RCW, and
electrical as described in chapter 19.28 RCW, or to name itself for the work and is also required
to list the names of subcontractors with whom the bidder will subcontract for performance of
the work of structural steel installation and rebar installation. The bidder shall not list more than
one subcontractor for each category of work identified, unless subcontractors vary with bid
alternates, in which case the bidder must indicate which subcontractor will be used for which
alternate.
The work to be performed is to be listed below the subcontractor(s) name. The requirement to
name the bidder's proposed HVAC, plumbing, electrical, structural steel installation, and rebar
installation subcontractors applies only to proposed HVAC, plumbing, electrical, structural steel
installation, and rebar installation subcontractors who will contract directly with the bidder
submitting the bid to the public entity.
Failure to list subcontractors who are proposed to perform the work of HVAC (heating,
ventilation and air conditioning), plumbing, and electrical, or to name itself to perform such
work, or failing to name subcontractors who are proposed to perform structural steel
installation or rebar installation, or naming more than one subcontractor to perform the same
work will result in your bid being non -responsive and therefore void.
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 35
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Page 36
CONTRACT DOCUMENTS
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City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 37
CONTRACT
CITY OF PORT ORCHARD
2023 CITY WIDE ASPHALT REPAIR
CONTRACT NO.
THIS CONTRACT ("Contract") is made and entered into this day of ,
20_, by and between the City of Port Orchard, a municipality incorporated and existing under
the laws of the State of Washington, hereinafter called the "City," and
. hereinafter called the "Contractor."
I. General Provisions.
A. Description of Work.
The Contractor, in consideration of the covenants, agreements and payments to be performed
and made by the City, hereby covenants and agrees to furnish all labor, tools, materials,
equipment and supplies required for, and to execute, construct and finish in full compliance with
the Contract Documents, 2023 City Wide Asphalt Repair. The Contractor further agrees to perform
all such work for the Contract Price stated in the Contractor's Bid Proposal dated
, attached hereto and incorporated herein by this reference as if set forth in full.
Contractor further represents that the services furnished under this Agreement will be
performed in accordance with and as described in the attached plans and specifications and with
the Port Orchard Municipal Code, the City's Public Works Standards, which includes (but is not
limited to) the 2021 edition of the WSDOT Standard Specifications for Road, Bridge, and
Municipal Construction (which shall apply except where noted otherwise). All of these standards
are by this reference incorporated herein and made a part hereof. Contractor further represents
that the services furnished under this Agreement will be performed in accordance with generally
accepted professional practices within the Puget Sound region in effect at the time such services
are performed.
The Contract Documents include:
Exhibit A -a confirmed copy of the Proposal made by the Contractor on , together
with the Instructions to Bidders.
Exhibit B — The Project Manual for the 2023 City Wide Asphalt Repair Project.
Exhibit C — Retainage Options
All Exhibits to this Contract are by this reference incorporated herein and made a part hereof as
if set forth in full.
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B. Time of Completion.
Time is of the essence of this Contract. It is agreed that the work covered by this Contract shall
start within 14 calendar days after Notice to Proceed is issued and that all construction shall be
complete within —working days after the Notice to Proceed Date.
C. Liquidated Damages.
It is further agreed that the City will suffer damage and be put to additional expense in the event
that the Contractor shall not have the specified portions of the work completed in all its parts in
the time specified, and as it may be difficult to accurately compute the amount of such damage,
the Contractor expressly covenants and agrees to pay to the City liquidated damages, the sum as
calculated by the equation shown in Section 1-08.9 of the WSDOT Standard Specifications, for
each and every working day said work is not complete beyond the time shown in the Proposal.
II. Non -Discrimination.
During the performance of this Contract, the Contractor, for itself, its assignees, and successors
in interest agrees to comply with the following non-discrimination statutes and authorities;
including but not limited to compliance with the following Pertinent Non -Discrimination
Authorities:
• Title VI of the Civil Rights Act of 1964 (42 U S.C. § 2000d et seq., 78 stat. 252), (prohibits
discrimination on the basis of race, color, national origin); and 49 C.F.R. Part 21.
• 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);
• Federal -Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on
the basis of sex);
• 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;
• The Age Discrimination Act of 1975, as amended, (42 U S.C. § 6101 et seq.), (prohibits
discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982, (49 USC§ 471, Section 4 7123), as
amended, (prohibits discrimination based on race, creed, color, national origin, or sex);
• 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 Discrimination Act of
1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of
the 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);
• 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
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U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at
49 C.P.R. parts 37 and 38;
• The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123)
(prohibits discrimination on the basis of race, color, national origin, and sex);
• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority
Populations and Low -Income Populations, which ensures discrimination against minority
populations by discouraging programs, policies, and activities with disproportionately
high and adverse human health or environmental effects on minority and low-income
populations;
• Executive Order 13166, Improving Access to Services for Persons with Limited English
Proficiency, and resulting agency guidance, national origin discrimination includes
discrimination because of limited English proficiency (LEP). To ensure compliance with
Title VI, you must take reasonable steps to -ensure that LEP persons have meaningful
access to your programs (70 Fed. Reg. at 74087 to 74100);
• 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).
Title VI of the Civil Rights Act of 1964
The City of Port Orchard, 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, Code of Federal Regulations, Department of
Transportation subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted
programs of the Department of Transportation issued pursuant to such Act, must affirmatively
ensure that its contracts comply with these regulations.
Also, in accordance with Title VI, the City is required to include the following clauses in every
contract subject to Title VI and its related regulations.
Therefore, during the performance of this Contract, the Contractor, for itself, its assignees, and
successors in interest agrees as follows:
1. Compliance with Regulations: The Contractor will comply with the Acts and the
regulations relative to Nondiscrimination in Federally -assisted programs of the U.S.
Department of Transportation, Federal Highway Administration (FHWA), as they may be
amended from time to time, which are herein incorporated by reference and made a part
of this Contract.
2. Nondiscrimination: The Contractor, with regard to the work performed by it during this
Contract, will not discriminate on the grounds of race, color, national origin, sex, age,
disability, income -level, or LEP in the selection and retention of subcontractors, including
procurements of materials and leases of equipment. The Contractor will not participate
directly or indirectly in the discrimination prohibited by the Acts and the Regulations as
set forth in Appendix A, attached hereto and incorporated herein by this reference,
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including employment practices when this Contract covers any activity, project, or
program set forth in Appendix B of 49 C.F.R. part 21.
3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In
all solicitations, either by competitive bidding, or negotiation made by the Contractor for
work to be performed under a subcontract, including procurements of materials, or
leases of equipment, each potential subcontractor or supplier will be notified by the
Contractor of the Contractor's obligations under this Contract and the Acts and the
Regulations relative to Non-discrimination on the grounds of race, color, national origin,
sex, age, disability, income -level, or LEP.
4. Information and Reports: The Contractor will provide all information and reports
required by the Acts, the Regulations and directives issued pursuant thereto and will
permit access to its books, records, accounts, other sources of information, and its
facilities as may be determined by the City or the FHWA to be pertinent to ascertain
compliance with such Acts, Regulations, and instructions. Where any information
required of the Contractor is in the exclusive possession of another who fails or refuses
to furnish the information, the Contractor will so certify to the City or the FHWA, as
appropriate, and will set forth what efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the
Non-discrimination provisions of this Contract, the City will impose such contract
sanctions as it or the FHWA may determine to be appropriate, including, but not limited
to:
1. withholding payments to the Contractor under the Contract until the Contractor
complies; and/or
2. cancelling, terminating, or suspending the Contract, in whole or in part.
6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one
through six in every subcontract, including procurements of materials and leases of
equipment, unless exempt by the Acts, the Regulations and directives issued pursuant
thereto. The Contractor will take action with respect to any subcontract or procurement
as the City or the FHWA may direct as a means of enforcing such provisions including
sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is
threatened with litigation by a subcontractor, or supplier because of such direction, the
Contractor may request the City to enter into any litigation to protect the interests of the
City. In addition, the Contractor may request the United States to enter into the litigation
to protect the interests of the United States.
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III. Public Records Act Chapter 42.56 RCW
Contractor understands that her/his bid response documents, and any contract documents may
be subject to release under the Public Records Act Chapter 42.56 RCW and the City may be
required to disclose such documents upon a request. Contractor acknowledges that s/he has
been advised to mark any records believed to be trade secrets or confidential in nature as
"confidential." If records marked as "confidential" are found to be responsive to the request for
records, the City as a courtesy to the Contractor, may elect to give notice to Contractor of the
request so as to allow Contractor to seek a protective order from a Court. Contractor
acknowledges and agrees that any records deemed responsive to a public records request may
be released at the sole discretion of, and without notice by, the City.
IV. Termination
The City may terminate this contract for cause or for convenience.
1. Termination for Cause. The City may, upon 7 days written notice to Contractor and to
its surety, terminate (without prejudice to any right or remedy of the City) the contract,
or any part of it, for cause upon the occurrence of any one or more of the following
events: Contractor fails to complete the work or any portion thereof with sufficient
diligence to ensure substantial completion of the work within the contract time;
Contractor is adjudged bankrupt, makes a general assignment for the benefit of its
creditors, or a receiver is appointed on account of its insolvency; Contractor fails in a
material way to replace or correct work not in conformance with the Contract
Documents, Contractor repeatedly fails to supply skilled workers or proper materials or
equipment; Contractor materially disregards or fails to comply with laws, ordinances,
rules, regulations, or orders of any public authority having jurisdiction; or Contractor is
otherwise in material breach of any provision of the contract. Upon termination, the City
may, at its option, take possession of or use all documents, materials, equipment, tools,
and construction equipment and machinery thereon owned by Contractor to maintain
the orderly progress of, and to finish, the work, and finish the work by whatever other
reasonable method it deems expedient.
2. Termination for Convenience. The City may, upon written notice, terminate (without
prejudice to any right or remedy of the City) the contract, or any part of it, for the
convenience of the City.
3. Settlement of Costs. If the City terminates for convenience, Contractor shall be entitled
to make a request for an equitable adjustment for its reasonable direct costs incurred
prior to the effective date of the termination, plus a reasonable allowance for overhead
and profit on work performed prior to termination, plus the reasonable administrative
costs of the termination, but shall not be entitled to any other costs or damages,
whatsoever, provided however, the total sum payable upon termination shall not exceed
the Contract Sum reduced by prior payments.
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V. Corporate Surety Bond
With this Contract, Contractor is furnishing a Corporate Surety Bond in the amount of
Dollars ($ ) with
as Surety, to ensure full compliance, execution and performance of this Contract by the
Contractor in accordance with all its terms and provisions.
VI. Independent Contractor.
The parties intend that an Independent Contractor -Employer Relationship will be created by this
Agreement and that the Contractor has the ability to control and direct the performance and
details of its work, the City being interested only in the results obtained under this Agreement.
VII. Employment of State Retirees.
The City is a "DRS-covered employer" which is an organization that employs one or more
members of any retirement system administered by the Washington State Department of
Retirement Systems (DRS). Pursuant to RCW 41.50.139(1) and WAC 415-02-325(1), the City is
required to elicit on a written form if any of the Contractor's employees providing services to the
City retired using the 2008 Early Retirement Factors (ERFs), or if the Contractor is owned by an
individual who retired using the 2008 ERFs, and whether the nature of the service and
compensation would result in a retirement benefit being suspended. Failure to make this
determination exposes the City to significant liability for pension overpayments. As a result,
before commencing work under this Agreement, Contractor shall determine whether any of its
employees providing services to the City or any of the Contractor's owners retired using the 2008
ERFs, and shall immediately notify the City and shall promptly complete the form provided by the
City after this notification is made. This notification to DRS could impact the payment of
retirement benefits to employees and owners of Contractor. Contractor shall indemnify, defend,
and hold harmless the City from any and all claims, damages, or other liability, including
attorneys' fees and costs, relating to a claim by DRS of a pension overpayment caused by or
resulting from Contractor's failure to comply with the terms of this provision. This provision shall
survive termination of this Agreement.
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Vill. Changes.
The City may issue a written change order for any change in the Contract work during the
performance of this Agreement. If the Contractor determines, for any reason, that a change
order is necessary, Contractor must submit a written change order request to the person listed
in the Notice provision section of this Agreement, within fourteen (14) calendar days of the date
Contractor knew or should have known of the facts and events giving rise to the requested
change. If the City determines that the change increases or decreases the Contractor's costs or
time for performance, the City will make an equitable adjustment. The City will attempt, in good
faith, to reach agreement with the Contractor on all equitable adjustments. However, if the
parties are unable to agree, the City will determine the equitable adjustment as it deems
appropriate. The Contractor shall proceed with the change order work upon receiving either a
written change order from the City or an oral order from the City before actually receiving the
written change order. If the Contractor fails to require a change order within the time specified
in this paragraph, the Contractor waives its right to make any claim or submit subsequent change
order requests for that portion of the contract work. If the Contractor disagrees with the
equitable adjustment, the Contractor must complete the change order work; however, the
Contractor may elect to protest the adjustment as provided in subsections A through E of Section
IX entitled, "Claims," below.
The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a
separate acceptance, or (3) not protesting in the way this section provides. A change order that
is accepted by Contractor as provided in this section shall constitute full payment and final
settlement of all claims for contract time and for direct, indirect and consequential costs,
including costs of delays related to any work, either covered or affected by the change.
IX. Claims. If the Contractor disagrees with anything required by a change order, another
written order, or an oral order from the City, including any direction, instruction, interpretation,
or determination by the City, the Contractor may file a claim as provided in this section. The
Contractor shall give written notice to the City of all claims within fourteen (14) calendar days of
the occurrence of the events giving rise to the claims, or within fourteen (14) calendar days of
the date the Contractor knew or should have known of the facts or events giving rise to the claim,
whichever occurs first. Any claim for damages, additional payment for any reason, or extension
of time, whether under this Agreement or otherwise, shall be conclusively deemed to have been
waived by the Contractor unless a timely written claim is made in strict accordance with the
applicable provisions of this Agreement.
At a minimum, a Contractor's written claim shall include the information set forth in subsections
A, items 1 through 5 below.
FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME
ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE
FACTS OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY.
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A. Notice of Claim. Provide a signed written notice of claim that provides the following
information:
1. The date of the Contractor's claim;
2. The nature and circumstances that caused the claim;
3. The provisions in this Agreement that support the claim;
4. The estimated dollar cost, if any, of the claimed work and how that estimate was
determined; and
5. An analysis of the progress schedule showing the schedule change or disruption if
the Contractor is asserting a schedule change or disruption.
B. Records. The Contractor shall keep complete records of extra costs and time incurred as
a result of the asserted events giving rise to the claim. The City shall have access to any of the
Contractor's records needed for evaluating the protest.
The City will evaluate all claims, provided the procedures in this section are followed. If the City
determines that a claim is valid, the City will adjust payment for work or time by an equitable
adjustment. No adjustment will be made for an invalid protest.
C. Contractor's Duty to Complete Protested Work. In spite of any claim, the Contractor shall
proceed promptly to provide the goods, materials and services required by the City under this
Agreement.
D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the
Contractor also waives any additional entitlement and accepts from the City any written or oral
order (including directions, instructions, interpretations, and determination).
E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of
this section, the Contractor completely waives any claims for protested work and accepts from
the City any written or oral order (including directions, instructions, interpretations, and
determination).
X. Limitation Of Actions.
CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUIT ARISING FROM OR CONNECTED WITH
THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS
COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED.
THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD.
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XI. Warranty.
Upon acceptance of the contract work, Contractor must provide the City a two-year warranty
bond in the amount of twenty percent (20%) of the contract price a form and amount acceptable
to the City. The Contractor shall correct all defects in workmanship and materials within two (2)
years from the date of the City's acceptance of the Contract work, including replacing vegetation
that fails to thrive. In the event any parts are repaired or replaced, only original replacement
parts shall be used —rebuilt or used parts will not be acceptable. When defects are corrected,
the warranty for that portion of the work shall extend for one (1) additional year from the date
such correction is completed and accepted by the City. The Contractor shall begin to correct any
defects within seven (7) calendar days of its receipt of notice from the City of the defect. If the
Contractor does not accomplish the corrections within a reasonable time as determined by the
City, the City may complete the corrections and the Contractor shall pay all costs incurred by the
City in order to accomplish the correction.
XII. Indemnification.
Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents
and volunteers harmless from any and all claims, injuries, damages, losses or suits, including all
legal costs and attorney fees, arising out of or in connection with the Contractor's performance
of this Agreement, except for that portion of the injuries and damages caused by the sole
negligence of the City.
The City's inspection or acceptance of any of Contractor's work when completed shall not be
grounds to avoid any of these covenants of indemnification.
Should a court of competent jurisdiction determine that this Agreement is subject to RCW
4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or
damages to property caused by or resulting from the concurrent negligence of the Contractor
and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability
hereunder shall be only to the extent of the Contractor's negligence.
It is further specifically and expressly understood that the indemnification provided herein
constitutes the contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely
for the purposes of this indemnification. The parties further acknowledge that they have
mutually negotiated this waiver.
THE PROVISIONS OF THIS SECTION SHALL SURVIVE THE EXPIRATION OR TERMINATION OF THIS
AGREEMENT.
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XIII. Insurance.
The Contractor shall procure and maintain for the duration of the Agreement, insurance against
claims for injuries to persons or damage to property which may arise from or in connection with
the performance of the work hereunder by the Contractor, its agents, representative, employees
or subcontractors.
No Limitation. Contractor's maintenance of insurance as required by the agreement shall not be
construed to limit the liability of the Contractor to the coverage provided by such insurance, or
otherwise limit the City's recourse to any remedy available at law or in equity.
A. Minimum Scope of Insurance. Contractor shall obtain insurance of the types described
below:
1. Automobile Liability insurance covering all owned, non -owned, hired and leased
vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a
substitute form providing equivalent liability coverage. If necessary, the policy shall be
endorsed to provide contractual liability coverage.
2. Commercial General Liability insurance shall be written on ISO occurrence form
CG 00 01 and shall cover liability arising from premises, operations, stop gap liability,
independent contractors, products -completed operations, personal injury and
advertising injury, and liability assumed under an insured contract. The Commercial
General Liability insurance shall be endorsed to provide the Aggregate Per Project
Endorsement ISO form CG 25 03 1185. There shall be no endorsement or modification of
the Commercial General Liability insurance for liability arising from explosion, collapse or
underground property damage. The City shall be named as an insured under the
Contractor's Commercial General Liability insurance policy with respect to the work
performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and
Additional Insured -Completed Operations endorsement CG 20 37 10 01 or substitute
endorsements providing equivalent coverage.
3. Workers' Compensation coverage as required by the Industrial Insurance laws of
the State of Washington.
4. Builders Risk insurance covering interests of the City, the Contractor,
Subcontractors, and Sub -subcontractors in the work. Builders Risk insurance shall be on
a all-risk policy form and shall insure against the perils of fire and extended coverage and
physical loss or damage including flood and earthquake, theft, vandalism, malicious
mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance
covering the work will have a deductible of $5,000 for each occurrence, which will be the
responsibility of the Contractor. Higher deductibles for flood and earthquake perils may
be accepted by the City upon written request by the Contractor and written acceptance
by the City. Any increased deductibles accepted by the City will remain the responsibility
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of the Contractor. The Builders Risk insurance shall be maintained until final acceptance
of the work by the City.
B. Minimum Amounts of Insurance. Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for bodily
injury and property damage of $1,000,000 per accident.
2. Commercial General Liability insurance shall be written with limits no less than
$1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products -
completed operations aggregate limit.
3. Builders Risk insurance shall be written in the amount of the completed value of
the project with no coinsurance provisions.
C. Other Insurance Provisions. The insurance policies are to contain, or be endorsed to
contain, the following provisions for Automobile Liability, Commercial General Liability and
Builders Risk insurance:
1. The Contractor's insurance coverage shall be primary insurance as respect the
City. Any insurance, self-insurance, or insurance pool coverage maintained by the City
shall be excess of the Contractor's insurance and shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coverage shall not be
cancelled by either party, except after thirty (30) days prior written notice by certified
mail, return receipt requested, has been given to the City.
D. Contractor's Insurance for Other Losses. The Contractor shall assume full responsibility
for all loss or damage from any cause whatsoever to any tools, Contractor's employee -owned
tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the
Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding
and protective fences.
E. Waiver of Subrogation. The Contractor and the City waive all rights against each other
any of their Subcontractors, Sub -subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk insurance or other
property insurance obtained pursuant to the Insurance Requirements Section of this Contract or
other property insurance applicable to the work. The policies shall provide such waivers by
endorsement or otherwise.
F. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best
rating of not less than ANIL
G. Verification of Coverage. Contractor shall furnish the City with original certificates and a
copy of the amendatory endorsements, including but not necessarily limited to the additional
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insured endorsement, evidencing the Automobile Liability and Commercial General Liability
insurance of the Contractor before commencement of the work. Before any exposure to loss may
occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that
includes all applicable conditions, exclusions, definitions, terms and endorsements related to this
Project.
H. Subcontractors. Contractor shall ensure that each subcontractor of every tier obtain at a
minimum the same insurance coverage and limits as stated herein for the Contractor (with the
exception of Builders Risk insurance). Upon request the City, the Contractor shall provide
evidence of such insurance.
XIV. WORK PERFORMED AT CONTRACTOR'S RISK.
Contractor shall take all necessary precautions and shall be responsible for the safety of its
employees, agents, and subcontractors in the performance of the contract work and shall utilize
all protection necessary for that purpose. All work shall be done at Contractor's own risk, and
Contractor shall be responsible for any loss of or damage to materials, tools, or other articles
used or held for use in connection with the work.
XV. MISCELLANEOUS PROVISIONS.
A. Non -Waiver of Breach. The failure of the City to insist upon strict performance of any of
the covenants and agreements contained in this Agreement, or to exercise any option conferred
by this Agreement in one or more instances shall not be construed to be a waiver or
relinquishment of those covenants, agreements or options, and the same shall be and remain in
full force and effect.
B. Resolution of Disputes and Governing Law. This Agreement shall be governed by and
construed in accordance with the laws of the State of Washington. If the parties are unable to
settle any dispute, difference or claim arising from the parties' performance of this Agreement,
the exclusive means of resolving that dispute, difference or claim, shall only be by filing suit
exclusively under the venue, rules and jurisdiction of the Kitsap County Superior Court, Kitsap
County, Washington, unless the parties agree in writing to an alternative dispute resolution
process. In any claim or lawsuit for damages arising from the parties' performance of this
Agreement, each party shall pay all its legal costs and attorney's fees incurred in defending or
bringing such claim or lawsuit, including all appeals, in addition to any other recovery or award
provided by law; provided, however, nothing in this paragraph shall be construed to limit the
City's right to indemnification under Section XII of this Agreement.
C. Written Notice. All communications regarding this Agreement shall be sent to the parties
at the addresses listed on the signature page of the Agreement, unless notified to the contrary.
Any written notice hereunder shall become effective three (3) business days after the date of
mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the
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addressee at the address stated in this Agreement or such other address as may be hereafter
specified in writing.
D. Assignment. Any assignment of this Agreement by either party without the written
consent of the non -assigning party shall be void. If the non -assigning party gives its consent to
any assignment, the terms of this Agreement shall continue in full force and effect and no further
assignment shall be made without additional written consent.
E. Modification. No waiver, alteration, or modification of any of the provisions of this
Agreement shall be binding unless in writing and signed by a duly authorized representative of
the City and Contractor.
F. Entire Agreement. The written provisions and terms of this Agreement, together with
any Exhibits attached hereto, shall supersede all prior verbal statements of any officer or other
representative of the City, and such statements shall not be effective or be construed as entering
into or forming a part of or altering in any manner this Agreement. All of the above documents
are hereby made a part of this Agreement. However, should any language in any of the Exhibits
to this Agreement conflict with any language contained in this Agreement, the terms of this
Agreement shall prevail.
G. Compliance with Laws. The Contractor agrees to comply with all federal, state, and
municipal laws, rules, and regulations that are now effective or in the future become applicable
to Contractor's business, equipment, and personnel engaged in operations covered by this
Agreement or accruing out of the performance of those operations.
H. Counterparts. This Agreement may be executed in any number of counterparts, each of
which shall constitute an original, and all of which will together constitute this one Agreement.IN
WITNESS WHEREOF the parties hereto have caused these presents to be duly executed.
CITY OF PORT ORCHARD
92
Robert Putaansuu, Mayor
CONTRACTOR
By:
Title:
Address:
ATTEST:
Brandy Wallace, MMC, City Clerk
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 50
APPROVED AS TO FORM:
Charlotte Archer, City Attorney
NOTICES TO BE SENT TO:
CONTRACTOR: CITY:
NAME
NAME
ADDRESS
ADDRESS _
TELEPHONE
TELEPHONE
Email
Email
Rev 3/18/22 JR
City of Port Orchard
Contract #
With a copy to the City Clerk at the same address
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 51
Contractor:
Project Name:
Date:
5% RETAINAGE INVESTMENT OPTION'
Project Number:
EXHIBIT C
Pursuant to RCW 60.28.010, as amended, you may exercise an option as to how the 5% retainage under this
contract will be invested. Please complete and sign this form indication your preference. If you fail to do so
you will miss the benefit of any interest earned. Select one of the following options:
F-1 1. Savings Account: Money will be placed in an interest -bearing account. The interest will be
paid to you directly, rather than kept on deposit. If this is your choice, then please complete
attached SAVINGS ACCOUNT AGREEMENT. Please state the name of your bank.
Bank:
F-1 2. Escrow/Investments: The City will deliver retainage checks to a selected bank, pursuant to an
escrow agreement. The bank will then invest the funds in securities or bonds selected by you, and
interest will be paid to you as it accrues. If this is your choice then please complete attached ESCROW
AGREEMNT.
Preferred Bank:
Securities/Bonds:
F-1
3. Guarantee Deposit: Retainage will be held by the City. No interest is payable to the Contractor
Retainage is normally released 45 days after final acceptance of the work or following receipt of Labor and
Industries/Department of Revenue clearance, whichever date is the later. Retainage on landscaping work
may be longer, due to its seasonal nature. However, if this project is subject to grant funding, then the
retainage may also be held until such time as the Contractor meets its obligations to the City to provide
required information and documentation for compliance with the grant funding requirements.
State law allows for limited early release of retainage in certain circumstance.
Contractor's Signature
Title
' If the Contractor opts to post a retainage bond under RCW 60.28.011, such bond shall be in a form acceptable to the
City, shall be with a surety with a minimum of A.M. Best financial strength rating of a minimum of A-.
Rev 3/18/22 JR
City of Port Orchard
Contract #
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 52
SAVING ACCOUNT AGREEMENT
TO BANK:
BANK'S ADDRESS:
AGENCY: CITY OF PORT ORCHARD
216 Prospect Street
Port Orchard WA 98366
CONTRACT NO:
PROJECT TITLE:
SAVINGS ACCOUNT NO:
The estimated completion date of contract is:
The undersigned, , herein referred to as
the CONTRACTOR, has directed the CITY OF PORT ORCHARD, Washington, hereinafter referred to as the
AGENCY, to deliver to you its warrants which shall be payable to you and the CONTRACTOR jointly. Such
warrants are to be held and disposed of by you in accordance with the following instructions and upon the
terms and conditions hereinafter set forth.
INSTRUCTIONS
1. Warrants or checks made payable to you and the CONTRACTOR jointly upon delivery to you shall be
endorsed by you and forwarded for collection. The moneys will then be placed by you in an interest -
bearing savings account.
2. When and as interest on the savings account accrues and is paid, you shall collect such interest and
forward it to the CONTRACTOR at its address designated below unless otherwise director by the
CONTRACTOR.
3. You are not authorized to deliver to the CONTRACTOR all or any part of the principal held by you
pursuant to this agreement, except in accordance with written instruction from the AGENCY.
Compliance with such instructions shall relieve you of any further liability related thereto.
4. The CONTRACTOR agrees to pay you as compensation for your services hereunder as follows:
Payment of all fees shall be the sole responsibility of the CONTRACTOR and shall not be deducted
from any moneys placed with you pursuant to this agreement until and unless the AGENCY directs
the release to the CONTRACTOR, whereupon you shall be granted a first lien upon such moneys
released and shall be entitled to reimburse yourself from such moneys for the entire amount of your
fees as provided for herein above. In the event that you are made a party to any litigation with respect
to the moneys held by you hereunder, or in the event that the conditions of this agreement are not
promptly fulfilled, or that you are required to render any service not provided for in these
Rev 3/18/22 JR
City of Port Orchard
Contract #
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 53
instructions, or that there is any assignment of the interests of this agreement, or any modification
hereof, you shall be entitled to reasonable compensation for such extraordinary services from the
CONTRACTOR and reimbursement from the CONTRACTOR for all costs and expenses, including
attorney fees occasioned by such default, delay, controversy or litigation.
5. This agreement shall not be binding until executed by the CONTRACTOR and the AGENCY and
accepted by you.
6. This instrument contains the entire agreement between you, the CONTRACTOR and the AGENCY.
You are not a party to nor bound by any instrument or agreement other than this. You shall not be
required to take notice of any default or any other matter nor be bound by nor required to give notice
or demand, nor required to take any action whatever except as herein expressly provided. You shall
not be liable for any loss or damage not caused by your own negligence or willful misconduct.
7. The foregoing provisions shall be binding upon the assigns, successors, personal representative and
heir of the Parties hereto.
Contractor
BY:
Title:
Date:
Address:
CITY OF PORT ORCHARD
Agency
BY:
Date:
The above savings account agreement and instruction received and accepted this
120
Rev 3/18/22 JR
City of Port Orchard
Contract #
Bank Name
Authorized Bank Officer
2023 City Wide Asphalt Repair
day of
PROJECT # PW2023-003
Page 54
TO BANK:
BANK'S ADDRESS:
ESCROW AGREEMENT
ESCROW NO.:
AGENCY: CITY OF PORT ORCHARD
216 Prospect Street
Port Orchard WA 98366
CONTRACT NO.:
PROJECT TITLE:
The estimated completion date of contract is:
The undersigned, , herein referred to as the
CONTRACTOR, has directed the CITY OF PORT ORCHARD, Washington, hereinafter referred to as the
AGENCY, to deliver to you its warrants which shall be payable to you and the CONTRACTOR jointly.
Such warrants are to be held and disposed of by you in accordance with the following instructions
and upon the terms and conditions hereinafter set forth.
INSTRUCTIONS
1. Warrants or checks made payable to you and the CONTRACTOR jointly upon delivery to you
shall be endorsed by you and forwarded for collection. The moneys will then be used by you
to purchase, as directed by the CONTRACTOR, bonds or other securities chosen by the
CONTRACTOR and approved by the AGENCY. Attached is a list of such bonds, or other
securities approved by the AGENCY. Other bonds or securities, except stocks may be
selected by the CONTRACTOR, subject to express written approval of the AGENCY. Purchase
of such bonds or other securities shall be in a form which shall allow you alone to reconvert
such bonds or other securities into money if you are required to do so by the AGENCY as
provided in Paragraph 4 of this Escrow Agreement.
2. When and as interest on the securities held by you pursuant to this agreement accrues and
is paid, you shall collect such interest and forward it to the CONTRACTOR at its address
designated below unless otherwise directed by the CONTRACTOR.
3. You are not authorized to deliver to the CONTRACTOR all or any part of the securities held
by you pursuant to this agreement (or any moneys derived from the sale of such securities,
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 55
or the negotiation of the AGENCY'S warrants) except in accordance with written instructions
from the AGENCY. Compliance with such instruction shall relieve you of any further liability
related thereto.
4. In the event the AGENCY orders you to do so in writing, you shall within thirty-five (35) days
of receipt of such order, reconvert into money the securities held by you pursuant to this
agreement and return such money together with any other moneys held by you hereunder,
to the AGENCY.
5. The CONTRACTOR agrees to pay you as compensation for your services hereunder as
follows:
Payment of all fees shall be the sole responsibility of the CONTRACTOR and shall not be
deducted from any property placed with you pursuant to this agreement until and unless
the AGENCY directs the release to the CONTRACTOR of the securities and moneys held
hereunder whereupon you shall be granted a first lien upon such property released and shall
be entitled to reimburse yourself from such property for the entire amount of your fees as
provided for herein above. In the event that are made a party to any litigation with respect
to the property held by you hereunder, or in the event that the conditions of this escrow are
not promptly fulfilled or that you are required to render any service not provided for in these
instructions, or that there is any assignment of the interest of this escrow or any modification
hereof, you shall be entitled to reasonable compensation for such extraordinary services
from the CONTRACTOR and reimbursement from the CONTRACTOR for all costs and
expenses, including attorney fees occasioned by such default, delay, controversy or
litigation.
6. This agreement shall not be binding until executed by the CONTRACTOR and the AGENCY
and accepted by you.
7. This instrument contains the entire agreement between you, the CONTRACTOR and the
AGENCY with respect to this escrow and you are not a party to nor bound by any instrument
or agreement other than this; you shall not be required to take notice of any default or any
other matter nor be bound by nor be bound by nor required to give notice or demand , nor
required to take action whatever except as herein expressly provided; you shall not be liable
for any loss or damage not caused by your own negligence or willful misconduct.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 56
The foregone provision shall be binding upon the assigns, successors, personal representative, and
heir of the Parties hereto.
Contractor
By:
Title:
Date:
Address:
CITY OF PORT ORCHARD
Agency
0
Date:
The above escrow agreement and instruction received and accepted this
20
Bank Name
Authorized Bank Officer
day of
SECURITIES AUTHORIZED BY AGENCY
1. Bills, certificates, notes or bonds of the United States;
2. Other obligations of the United States or its agencies;
3. Obligation of any corporation wholly -owned by the government of the United States;
4. Indebtedness of the Federal Nation Mortgage Association; and
5. Time deposits in commercial banks.
Rev 3/18/22 JR
City of Port Orchard
Contract #
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 57
PERFORMANCE AND PAYMENT BOND
CITY OF PORT ORCHARD
PROJECT
PW PROJECT NO. 2023-003
Bond to City of Port Orchard, Washington
Bond No.
We, ,and
(Principal) (Surety)
a Corporation, and as a surety corporation authorized
to become a surety upon Bonds of Contractors with municipal corporations in Washington State,
are jointly and severally bound to the City of Port Orchard, Washington ("Owner'), in the penal
sum of Dollars
($ ), the payment of which sum, on demand, we bind ourselves and our
successors, heirs, administrators, executors, or personal representatives, as the case may be. This
Performance Bond is provided to secure the performance of Principal in connection with a
contract dated , 20_, between Principal and Owner for a project entitled
("Project") — Public Works Project No. 2023-003 ("Contract"). The
initial penal sum shall equal 100 percent of the Total Bid Price, including all applicable state sales
tax, as specified in the Proposal submitted by Principal.
NOW, THEREFORE, this Performance and Payment Bond shall be satisfied and released only upon
the condition that Principal:
Faithfully performs all provisions of the Contract and changes authorized by Owner in the
manner and within the time specified as may be extended under the Contract;
Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material -persons,
and all other persons or agents who supply labor, equipment, or materials to the Project;
Pays the taxes, increases and penalties incurred on the Project under Titles 50, 51 and 82
RCW on: (A) Projects referred to in RCW 60.28.011(1)(b); and/or (B) Projects for which
the bond is conditioned on the payment of such taxes, increases and penalties; and
Posts a two-year warranty/maintenance bond to secure the project. Such bond shall be
in the amount of twenty percent (20%) of the project costs.
Provided, further that this bond shall remain in full force and effect until released in writing by
the City at the request of the Surety or Principal.
The surety shall indemnify, defend, and protect the Owner against any claim of direct or indirect
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 58
loss resulting from the failure:
Of the Principal (or any of the employees, subcontractors, or lower tier subcontractors
of the Principal) to faithfully perform the Contract, or
Of the Principal (or any subcontractor or lower tier subcontractor of the Principal) to pay
all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or
any other person who provides supplies or provisions for carrying out the work.
The liability of Surety shall be limited to the penal sum of this Performance and Payment Bond.
No change, extension of time, alteration, or addition to the terms of the Contract or to the Work
to be performed under the Contract shall in any way affect Surety's obligation on the
Performance Bond. Surety hereby waives notice of any change, extension of time, alteration, or
addition to the terms of the Contract or the Work, with the exception that Surety shall be notified
if the Contract time is extended by more than twenty percent (20%).
If any modification or change increases the total amount to be paid under the Contract, Surety's
obligation under this Performance and Payment Bond shall automatically increase in a like
amount. Any such increase shall not exceed twenty-five percent (25%) of the original amount of
the Performance and Payment Bond without the prior written consent of Surety.
This Performance and Payment Bond shall be governed and construed by the laws of the State
of Washington, and venue shall be in Kitsap County, Washington.
IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical
counterparts this day of , 20
Principal
Signature of Authorized Official
Printed Name and Title
Name and address of local office of
Agent and/or Surety Company:
Surety
Signature of Authorized Official
By
Attorney in Fact (Attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the
State of Washington per Section 1-02.7 of the Standard Specifications.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 59
ACKNOWLEDGEMENT
Corporation, Partnership, or Individual
STATE OF )
)ss.
COUNTY OF
On this day of , 20 , before me, the undersigned, a Notary Public in and
for the State of Washington, duly commissioned and sworn, personally
appeared to me known to be the (check one of the following
boxes):
0 of , the
corporation,
0
partnership,
0 individual,
of , the
that executed the foregoing instrument to be the free and voluntary act and deed of said 0
corporation, 0 partnership, 0 individual for the uses and purposes therein mentioned, and on
oath stated that 0 he Oshe was authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
Print or type name
NOTARY PUBLIC,
in and for the State of Washington
Residing at
My Commission expires:
Notary Seal with Ink Stamp
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 60
SURETY ACKNOWLEDGEMENT
STATE OF )
)ss.
COUNTY OF
On this day of , 20 , before me, the undersigned, a Notary
Public in and for the State of Washington, duly commissioned and sworn, personally
appeared , to me known to be the
of , the corporation 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 0 he 0
she was authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
Print or type name
NOTARY PUBLIC,
in and for the State of Washington
Residing
My Commission expires:
Notary Seal With Ink Stamp
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 61
CITY OF PORT ORCHARD
MAINTENANCE/WARRANTY BOND
Note: This form must be completed at Contract Completion. Before the Performance Bond (or
the retainage when the performance bond is waived) can be released, the City must receive the two
year Maintenance/Warranty Bond
Project #:
Contract #:
Surety Bond #: _
Date Posted:
Expiration Date:
RE: Project Name:
Owner/Developer/Contractor:
Project Address:
KNOW ALL PERSONS BY THESE PRESENTS: That we, (hereinafter
called the "Principal"), and , a corporation organized under the laws of
the State of , and authorized to transact surety business in the State of
Washington (hereinafter called the "Surety"), are held and firmly bound unto the City of Port
Orchard, Washington, in the sum of
dollars ($ ) 20% of the total contract amount, lawful money of the United
States of America, for the payment of which sum we and each of us bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, by these presents. THE
CONDITIONS of the above obligation are such that:
WHEREAS, the above named Principal has constructed and installed certain
improvements on public property in connection with a project as described above within the City
of Port Orchard; and
WHEREAS, the Principal is required to post a bond for the twenty-four (24) months
following written and final acceptance of the project in order to provide security for the
obligation of the Principal to repair and/or replace said improvements against defects in
workmanship, materials or installation during the twenty-four (24) months after written and final
approval/acceptance of the same by the City;
NOW, THEREFORE, this Maintenance Bond has been secured and is hereby submitted to
the City. It is understood and agreed that this obligation shall continue in effect until released in
writing by the City, but only after the Principal has performed and satisfied the following
conditions:
A. The work or improvements installed by the Principal and subject to the terms and
conditions of this Bond are as follows: (insert complete description of work here)
B. The Principal and Surety agree that the work and improvements installed in the above -
referenced project shall remain free from defects in material, workmanship and installation (or,
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 62
in the case of landscaping, shall survive,) for a period of twenty-four (24) months after written
and final acceptance of the same and approval by the City. Maintenance is defined as acts carried
out to prevent a decline, lapse or cessation of the state of the project or improvements as
accepted by the City during the twenty-four (24) month period after final and written acceptance,
and includes, but is not limited to, repair or replacement of defective workmanship, materials or
installations.
C. The Principal shall, at its sole cost and expense, carefully replace and/or repair any
damage or defects in workmanship, materials or installation to the City -owned real property on
which improvements have been installed and leave the same in as good condition or better as it
was before commencement of the work.
D. The Principal and the Surety agree that in the event any of the improvements or
restoration work installed or completed by the Principal as described herein, fail to remain free
from defects in materials, workmanship or installation (or in the case of landscaping, fail to
survive), for a period of twenty-four (24) months from the date of approval/acceptance of the
work by the City, the Principal shall repair and/replace the same within ten (10) days of demand
by the City, and if the Principal should fail to do so, then the Surety shall:
1. Within twenty (20) days of demand of the City, make written commitment to the
City that it will either:
a). remedy the default itself with reasonable diligence pursuant to a time
schedule acceptable to the City; or
b). tender to the City within an additional ten (10) days the amount necessary,
as determined by the City, for the City to remedy the default, up to the
total bond amount.
Upon completion of the Surety's duties under either of the options above, the Surety shall
then have fulfilled its obligations under this bond. If the Surety elects to fulfill its
obligation pursuant to the requirements of subsection D(1)(b), the City shall notify the
Surety of the actual cost of the remedy, upon completion of the remedy. The City shall
return, without interest, any overpayment made by the Surety, and the Surety shall pay
to the City any actual costs which exceeded the City estimate, limited to the bond amount.
2. In the event the Principal fails to make repairs or provide maintenance within the
time period requested by the City, then the City, its employees and agents shall have the
right at the City's sole election to enter onto said property described above for the
purpose of repairing or maintaining the improvements. This provision shall not be
construed as creating an obligation on the part of the City or its representatives to repair
or maintain such improvements.
E. Corrections. Any corrections required by the City shall be commenced within ten (10)
days of notification by the City and completed within thirty (30) days of the date of notification.
If the work is not performed in a timely manner, the City shall have the right, without recourse
to legal action, to take such action under this bond as described in Section D above.
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 63
F. Extensions and Changes. No change, extension of time, alteration or addition to the work
to be performed by the Principal shall affect the obligation of the Principal or Surety on this bond,
unless the City specifically agrees, in writing, to such alteration, addition, extension or change.
The Surety waives notice of any such change, extension, alteration or addition thereunder.
G. Enforcement. It is specifically agreed by and between the parties that in the event any
legal action must be taken to enforce the provisions of this bond or to collect said bond, the
prevailing party shall be entitled to collect its costs and reasonable attorney fees as a part of the
reasonable costs of securing the obligation hereunder. In the event of settlement or resolution
of these issues prior to the filing of any suit, the actual costs incurred by the City, including
reasonable attorney fees, shall be considered a part of the obligation hereunder secured. Said
costs and reasonable legal fees shall be recoverable by the prevailing party, not only from the
proceeds of this bond, but also over and above said bond as a part of any recovery (including
recovery on the bond) in any judicial proceeding. The Surety hereby agrees that this bond shall
be governed by the laws of the State of Washington. Venue of any litigation arising out of this
bond shall be in Kitsap County Superior Court.
H. Bond Expiration. This bond shall remain in full force and effect until the obligations
secured hereby have been fully performed and until released in writing by the City at the request
of the Surety or Principal.
DATED this day of , 20_.
SURETY COMPANY DEVELOPER/OWNER
(Signature must be notarized)
By:
Its:
Business Name:
Business Address:
City/State/Zip Code:
Telephone Number:
Rev 3/18/22 JR
City of Port Orchard
Contract #
(Signature must be notarized)
By:
Its:
Business Name:
Business Address:
City/State/Zip Code:
Telephone Number:
CHECK FOR ATTACHED NOTARY SIGNATURE
Developer/Owner (Form P-1)
Surety Company (Form P-2)
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 64
FORM P1-NOTARY BLOCK
(Developer/Owner)
STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the
person who appeared before me, and said person acknowledged as the
of that
(he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the
instrument and acknowledged it to be (his/her) free and voluntary act for the uses and
purposes mentioned in the instrument.
Rev 3/18/22 JR
City of Port Orchard
Contract #
Dated:
(print or type name)
NOTARY PUBLIC in and for the
State of Washington, residing
at:
My Commission expires:
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 65
FORM P2-NOTARY BLOCK
(Surety Company)
STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the
person who appeared before me, and said person acknowledged as the
of that
(he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the
instrument and acknowledged it to be (his/her) free and voluntary act for the uses and
purposes mentioned in the instrument.
Dated:
(print or type name)
NOTARY PUBLIC in and for the
State of Washington, residing
at:
My Commission expires:
Rev 3/18/22 JR
City of Port Orchard
Contract #
2023 City Wide Asphalt Repair
PROJECT # PW2023-003
Page 66
ra99111►u►:�_i
CONTRACT PROVISIONS AND SPECIFICATIONS
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page 67
Certificate Page
2023 Citywide Asphalt Repair Project
The civil engineering material and data contained in the Plans and Specifications were prepared
under the supervision and direction of the undersigned, whose seal(s) as a registered
professional engineer is/are affixed below.
Recommended for approval:
Pro e`ct C rdinator/Inspector
Jeff Huffmyer
Approved:
EXPIRES
City Engineer
Kenneth C. Hammer, PE
Page 68
2023 CITYWIDE ASPHALT REPAIR - OLD CLIFTON OVERLAY
CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT
SHEET INDEX
SHEET TITLE
DRAWING #
SHEET #
COVER SHEET
CV1
1
PAVING PLAN
PV1-PV5
2.6
PROJECT -
LOCATION
5
Swcy
qw� cr
s�
�o
o�oG��
a
PROJECT J
LOCATION Z
0
En
af
Lu
0
a SW BERRY LAKE RD — — - -
141
v
2
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
VICINITY MAP
N.T,S
APPROVED BY: DATE
K. CHRIS HAMMER, P.E.
CITY ENGINEER
CITY OF PORT ORCHARD
APPROVED BY: DATE
TONY LANG
PUBLIC WORKS DIRECTOR
CITY OF PORT ORCHARD
Alllll��
NAME OR INITIALS AND DATE I
NAME OR INITIALS AND DATE
PLAN NO,
DESIGNED
JJ„ MAR
PROJECT MANAGER KCNRISNAMMER
2023 CITYWIDE ASPHALT REPAIR OLD CLIFTON
CV1
CHECKED
KC„ MAR 2023
R
REVIEWED MAR 2023
��
-
DRAWN
JJN MAR 2
OiRCHARD.02]
OVERLAY
CHECKED
KCM MAR 2023
REVISEDAS•BUIIT
SHEET
AE—k done
in l—W.— wth the City of Pml—W
P,llie Ift-Enpineelp SI—W,
COVER SHEET
1 OF
2' HMA CL 112 IN. PG 581-1-22 OVERLAY
OLD CLIFTON - 50' MIN
ANDERSON HILL - 35' MIN
FINISHED GRADE
2' PLANING—] 0' PLANING
EXISTING GROUND
AFTER PLANING
EXISTING GROUND
BUTT JOINT DETAIL
N.T.S
2' HMA CL 112 IN. PG 581-1-22 OVERLAY
VARIES 3' TO 15'
EXISTING CURB WILL BE MARKED
AND GUTTER FINISHED GRADE
2' PLANING 0' PLANING
EXISTING GROUND —
AFTER PLANING
EXISTING GROUND
PLANING AND OVERLAY DETAIL
N.T.S
DISCLAIMER: THIS PLAN WAS DEVELOPED FROM CITY OF PORT ORCHARD AND KITSAP COUNTY GIS
INFORMATION ALONG WITH AERIAL IMAGERY AND MAY NOT REPRESENT TRUE CONDITIONS IN THE FIELD.
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
SEC. 4 T.23N. R.1 E. W.M.
Izz
EXISTING RIGHT-OF-WAY
SW OLD CLIFTON RD
12" ;rl •- ASPHALT CONCRETE
— CURB PAVEMENT VAR.
DEPTH
4"
T r4!r1G J/,L
:r•rr�rr it rir
I
i
HMA WEDGE CURB DETAIL
N.T.S.
GENERAL NOTES:
\
1. PAVEMENT OVERLAY LOCATIONS SHALL BE COORDINATED WITH THE
CITY OF PORT ORCHARD ENGINEER.
2. STORM DRAIN INLET PROTECTION PER WSDOT STD. PLAN 140.20 SHALL
BE INSTALLED IN ALL EXISTING CATCH BASINS BEFORE COMMENCING
WORK PER THESE PLANS.
3. CONTRACTOR SHALL CRACK SEAL ALL PAVEMENT CRACKS IN
LOCATIONS OF OVERLAY PRIOR TO OVERLAY IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS.
—
4. ALL UTILITIES SHALL BE ADJUSTED TO FINISHED GRADE UNLESS NOTED
—
OTHERWISE.
'
5. THE CONTRACTOR SHALL REPLACE EXISTING CHANNELIZATION IN KIND
'
SW
UPON COMPLETION OF THE OVERLAY. IT SHALL BE THE CONTRACTOR'S
F ANT All. PL
RESPONSIBILITY TO OBTAIN EXISTING PAVEMENT MARKING AND
STRIPING LOCATIONS PRIOR TO PAVING.
6. PAVEMENT PATCHES AND CRACK SEALING ARE NOT SHOWN ON THESE
PLANS AND WILL BE AS MARKED IN THE FIELD BY THE ENGINEER.
/
ESTIMATED QUANTITIES ARE PROVIDED IN THE PROPOSAL FOR
I
UNIFORM BIDDING PURPOSES.
/
7. THEROMPLASTIC TO BE TYPE A- HOT LIQUID.
CONSTRUCTION NOTES:
iD ADJUST VALVE BOX TO GRADE
Q ADJUST CATCH BASIN TO GRADE
03 ADJUST MANHOLE TO GRADE
® INSTALL INLET PROTECTION PER WSDOT STD. PLAN 140.20
— — —
LEGEND:
2' HMA CL.112 IN. PG 581-1-22 OVERLAY
400
BUTT JOINT PER DETAIL ON PVi
® PLANING AND OVERLAY PER DETAIL ON PV1
NAME OR INITIALS AND DATE
I NAME OR INITIALS AND DATE
,,,,////�c�����
DESIGNED JJH MAR 2023
PROJECT MANAGER: K. CHRIS HAMMER
L
CHECKED KCH MAR 2023
REVIEWEMAR 2023
D;
O
ORCHARD.
DRAWN JJH MAR 2023
CHECKED KCM MAR 2023
REVED ISAS-BUILT
AN MOM 4..In.—M.— with the CM of Port Dlchird Pudic Woft Engl—mg Slcnd.H. and
SpecINcctl .. In effect an the d- chows —,, end cIpplen -d by Proled PraNcionc-
w a
z�
xw
U S
Q to
w
w
C
40 20 0 40 80
SCALE IN FEET
PLAN NO.
2023 CITYWIDE ASPHALT REPAIR - OLD CLIFTON PV1
OVERLAY
PAVING PLAN 2OF6
SEC. 4 T.23N. R.1 E. W.M. GENERAL NOTES:
' V _ 1. PAVEMENT OVERLAY LOCATIONS SHALL BE COORDINATED WITH THE
CITY OF PORT ORCHARD ENGINEER.
- - - - - _ 2. STORM DRAIN INLET PROTECTION PER WSDOT STD. PLAN 140.20 SHALL
-- - - - - - -- _ _ BE INSTALLED IN ALL EXISTING CATCH BASINS BEFORE COMMENCING
_ WORK PER THESE PLANS.
3. CONTRACTOR SHALL CRACK SEAL ALL PAVEMENT CRACKS IN
LOCATIONS OF OVERLAY PRIOR TO OVERLAY IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS.
4. ALL UTILITIES SHALL BE ADJUSTED TO FINISHED GRADE UNLESS NOTED
OTHERWISE.
5. THE CONTRACTOR SHALL REPLACE EXISTING CHANNELIZATION IN KIND
UPON COMPLETION OF THE OVERLAY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN EXISTING PAVEMENT MARKING AND
STRIPING LOCATIONS PRIOR TO PAVING.
6. PAVEMENT PATCHES AND CRACK SEALING ARE NOT SHOWN ON THESE
- PLANS AND WILL BE AS MARKED IN THE FIELD BY THE ENGINEER.
ESTIMATED QUANTITIES ARE PROVIDED IN THE PROPOSAL FOR
- -- -
- -- - - -- --- - -
-UNIFORM BIDDING PURPOSES.
i -- - - ---- -- - - - _ -- - -- -- __ - -- - - - - - - - " - - - - - - - 7. THEROMPLASTIC TO BE TYPE A- HOT LIQUID
- -- - - - -- - - CONSTRUCTION NOTES:
-41U --
- EXISTING RIGHT-OF-WAY
DISCLAIMER: THIS PLAN WAS DEVELOPED FROM CITY OF PORT ORCHARD AND KITSAP COUNTY GIS
INFORMATION ALONG WITH AERIAL IMAGERY AND MAY NOT REPRESENT TRUE CONDITIONS IN THE FIELD
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
NAME OR INITIALS AND DATE
I NAME OR INITIALS AND DATE
������
DESIGNED JJH MAR 2023
PROJECT MANAGER; K. CHRIS HAMMER
`1
CHECKED KCH MAR 2023
REVIEWED; MAR 2023
O-W
DRAWN JJH MAR 2D23
OFICHARD
CHECKED KCM MAR 2023
REVISED AS -BUILT
All worts done In a000Md wM), the CM ofPort 0—M Publlo Wedr. Engineering Stehd.N. and
_
Spe ifiutlp in effect —the date *hp above•eM-pplememed by P,,)e P,Vil,.%
1Q ADJUST VALVE BOX TO GRADE
2Q ADJUST CATCH BASIN TO GRADE
3� ADJUST MANHOLE TO GRADE
-
4Q INSTALL INLET PROTECTION PER WSDOT STD. PLAN 140.20
LEGEND:
_ 2' HMA CL. 1/2 IN. PG 58H-22 OVERLAY
BUTT JOINT PER DETAIL ON PV1
w a
?
2 w
® PLANING AND OVERLAY PER DETAIL ON PV1
U =
Q N
� w
w
40 20 0 40
80
SCALE IN FEET
2023 CITYWIDE ASPHALT REPAIR - OLD CLIFTON
PLAN ND
PV2
OVERLAY
PAVING PLAN
SHEET
30F6
E
U)
W
_ Q
W
J
W
EXISTING RIGHT-OF-WAY
410 400-
SEC. 4 T.23N. R.1 E. W.M.
GENERAL NOTES:
1. PAVEMENT OVERLAY LOCATIONS SHALL BE COORDINATED WITH THE
CITY OF PORT ORCHARD ENGINEER,
2. STORM DRAIN INLET PROTECTION PER WSDOT STD. PLAN 1-40.20 SHALL
BE INSTALLED IN ALL EXISTING CATCH BASINS BEFORE COMMENCING
WORK PER THESE PLANS.
_
3. CONTRACTOR SHALL CRACK SEAL ALL PAVEMENT CRACKS IN
LOCATIONS OF OVERLAY PRIOR TO OVERLAY IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS.
4. ALL UTILITIES SHALL BE ADJUSTED TO FINISHED GRADE UNLESS NOTED
OTHERWISE.
5. THE CONTRACTOR SHALL REPLACE EXISTING CHANNELIZATION IN KIND
UPON COMPLETION OF THE OVERLAY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN EXISTING PAVEMENT MARKING AND
c/)
STRIPING LOCATIONS PRIOR TO PAVING.
0
6. PAVEMENT PATCHES AND CRACK SEALING ARE NOT SHOWN ON THESE
PLANS AND WILL BE AS MARKED IN THE FIELD BY THE ENGINEER.
J
ESTIMATED QUANTITIES ARE PROVIDED IN THE PROPOSAL FOR
-
J
UNIFORM BIDDING PURPOSES.
_
I
=
r
7. THEROMPLASTIC TO BE TYPE A- HOT LIQUID.
Z
CONSTRUCTION NOTES:
EXISTING
RIGHT-OF-WAY
0ADJUST VALVE BOX TO GRADE
_
�
II
ADJUST CATCH BASIN TO GRADE
0
3Q ADJUST MANHOLE T GRADE
EXISTING RIGHT-OF-WAY
INSTALL INLET PROTECTION
CTION PER WSDOT STD. PLAN I-40.20
405 /
Q
3
LEGEND:
SW OLD CLIFTON RD -_
j
2'HMACL.112IN. PG58H-22OVERLAY
-- - - -
380
BUTT JOINT PER DETAIL ON PV1'
® PLANING AND OVERLAY PER DETAIL ON PV1
y
390
E
s
mom 400
— ———————
——--——————
I _ Guardrail section to be in — —
EXISTING RIGHT-OF-WAY compliance with WSDOT
Standard Plan C-20.10-08
DISCLAIMER: THIS PLAN WAS DEVELOPED FROM CITY OF PORT ORCHARD AND KITSAP COUNTY GIS
INFORMATION ALONG WITH AERIAL IMAGERY AND MAY NOT REPRESENT TRUE CONDITIONS IN THE FIELD,
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
I
I I
i
I
I
n I
Ao!��
40 20 0 40 SO
SCALE IN FEET
NAME OR INITIALS AND DATE
I NAME OR INITIALS AND DATE
PLAN NO,
DESIGNED JJH MAR2023
PROJECTMANAGEW KCHRISHAMMER
/��
// J�a d
2023 CITYWIDE ASPHALT REPAIR - OLD CLIFTON
PV3
CHECKED KCH MAR2023
REVIEWED: MAR2023
�L'T(//Vj�V/fYA
DRAWN JJH MAR 2023
�������
OVERLAY
CHECKED KCH MAR2023 REMSEDAS-SUILT
A
PAVING PLAN
SHEET
40F6
All worts dare h acc H avhthe Chy 0 PoH C,,IuM PUGic Waft Enpinttnnp SMMaNaand
Seera'f-iena b effect on the date shown above. end auoWemented by Project Pm dl m.
EXISTING RIGHT-OF-WAY
DISCLAIMER: THIS PLAN WAS DEVELOPED FROM CITY OF PORT ORCHARD AND KITSAP COUNTY GIS
INFORMATION ALONG WITH AERIAL IMAGERY AND MAY NOT REPRESENT TRUE CONDITIONS IN THE FIELD.
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
GENERAL NOTES:
1. PAVEMENT OVERLAY LOCATIONS SHALL BE COORDINATED WITH THE
CITY OF PORT ORCHARD ENGINEER.
2. STORM DRAIN INLET PROTECTION PER WSDOT STD. PLAN 140.20 SHALL
BE INSTALLED IN ALL EXISTING CATCH BASINS BEFORE COMMENCING
WORK PER THESE PLANS.
3. CONTRACTOR SHALL CRACK SEAL ALL PAVEMENT CRACKS IN
LOCATIONS OF OVERLAY PRIOR TO OVERLAY IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS.
4. ALL UTILITIES SHALL BE ADJUSTED TO FINISHED GRADE UNLESS NOTED
OTHERWISE.
5. THE CONTRACTOR SHALL REPLACE EXISTING CHANNELIZATION IN KIND
UPON COMPLETION OF THE OVERLAY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN EXISTING PAVEMENT MARKING AND
STRIPING LOCATIONS PRIOR TO PAVING.
6. PAVEMENT PATCHES AND CRACK SEALING ARE NOT SHOWN ON THESE
PLANS AND WILL BE AS MARKED IN THE FIELD BY THE ENGINEER.
ESTIMATED QUANTITIES ARE PROVIDED IN THE PROPOSAL FOR
7. THEROMPLASTIC TO BE TYPE A- HOT LIQUID.
CONSTRUCTION NOTES:
1Q ADJUST VALVE BOX TO GRADE
Q ADJUST CATCH BASIN TO GRADE
03 ADJUST MANHOLE TO GRADE
® INSTALL INLET PROTECTION PER WSDOT STD. PLAN 140.20
LEGEND:
2' HMA CL. 112 IN. PG 58H-22 OVERLAY
BUTT JOINT PER DETAIL ON PV1
® PLANING AND OVERLAY PER DETAIL ON PV1
I
40 20 0 40 80
SCALE IN FEET
NAME OR INITIALS AND DATE
NAME OR INITIALS AND DATE
PLAN NO
DESIGNED JJH MAR2023
PROJECT MANAGER: KGMRI3MAMMER
2023 CITYWIDE ASPHALT REPAIR OLD CLIFTON
PV4
CHECKED KCH MAR 2023
REVIEWE6 MAR 2023
O�
-
DRAWN JJH MAR2023
�RCIHAR1)
OVERLAY
CHECKED KCH MAR2023
REVISED AS -BUILT
-._�
PAVING PLAN
SHEET
5 0 F 6
M—y done1.accoNericevfththe Cdyu1P..G.cluNPublicW.h.Ehglh
mg.Ud.N.AM
Sp. lfiutl .. In affect o. the d.t..h—above.
and.uppl.m -d by P..I.n Provision..
DISCLAIMER: THIS PLAN WAS DEVELOPED FROM CITY OF PORT ORCHARD AND KITSAP COUNTY GIS
INFORMATION ALONG WITH AERIAL IMAGERY AND MAY NOT REPRESENT TRUE CONDITIONS IN THE FIELD
CITY OF PORT ORCHARD CAPITAL PROJECTS
216 PROSPECT STREET, PORT ORCHARD, WA 98366
PHONE: 360.876.4991
SEC. 34 T.24N. R.1 E. W.M.
NAME OR INITIALS AND DATE
I NAME OR INITIALS AND DATE
///�ew���D
DESIGNED JJH MAR 2023
PgOJECTMANAGER: H.CHRISHAMMER
//' J
`{,(T/
CHECKED NCH MAR 2023
REVIEWEW MAR 2023
DRAWN JJH MAR2023
ORCHARD.CHECKED
KCH MAR 202J
REVISED AS�SUILT
All work done In uwM— wdh the City of Pad
Orchard PoMk Wolin En6innnny SlarbeMa end
SP ,tl tbna in effect on the date shown above.
eM supplemented by Prolecd P—iabna.
GENERALNOTES:
1. PAVEMENT OVERLAY LOCATIONS SHALL BE COORDINATED WITH THE
CITY OF PORT ORCHARD ENGINEER.
2. STORM DRAIN INLET PROTECTION PER WSDOT STD. PLAN 140.20 SHALL
BE INSTALLED IN ALL EXISTING CATCH BASINS BEFORE COMMENCING
WORK PER THESE PLANS.
3. CONTRACTOR SHALL CRACK SEAL ALL PAVEMENT CRACKS IN
LOCATIONS OF OVERLAY PRIOR TO OVERLAY IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS.
4. ALL UTILITIES SHALL BE ADJUSTED TO FINISHED GRADE UNLESS NOTED
OTHERWISE.
5. THE CONTRACTOR SHALL REPLACE EXISTING CHANNELIZATION IN KIND
UPON COMPLETION OF THE OVERLAY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN EXISTING PAVEMENT MARKING AND
STRIPING LOCATIONS PRIOR TO PAVING.
6. PAVEMENT PATCHES AND CRACK SEALING ARE NOT SHOWN ON THESE
PLANS AND WILL BE AS MARKED IN THE FIELD BY THE ENGINEER.
ESTIMATED QUANTITIES ARE PROVIDED IN THE PROPOSAL FOR
7. THEROMPLASTIC TO BE TYPE A- HOT LIQUID.
CONSTRUCTION NOTES:
1Q ADJUST VALVE BOX TO GRADE
Q ADJUST CATCH BASIN TO GRADE
0 ADJUST MANHOLE TO GRADE
4Q INSTALL INLET PROTECTION PER WSDOT STD. PLAN 140.20
LEGEND:
_ 2' HMA CL.112IN. PG 58H-22 OVERLAY
_ BUTT JOINT PER DETAIL ON PV1
® PLANING AND OVERLAY PER DETAIL ON PV1
"o�
40 20 0 40 80
SCALE IN FEET
PLAN NU,
2023 CITYWIDE ASPHALT REPAIR - OLD CLIFTON PV5
OVERLAY
PAVING PLAN soFs
�
� t
t
1
2
3
4
5
6
7
8
9
10
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47
48
INTRODUCTION TO THE SPECIAL PROVISIONS
(August 14, 2013 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications
for Road, Bridge and Municipal Construction, 2023 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 by the Amendments to the Standard
Specifications and 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 interpreted that the balance of the
section does not apply.
The project -specific Special Provisions are not labeled as such. 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 WSDOT GSP)
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/APWA, current
edition
• City of Port Orchard Engineering Standards, current edition
Contractor shall obtain copies of these publications, at Contractor's own expense.
Division 1
General Requirements
1-01.3 Definitions
(January 4, 2016 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.
CITYWIDE ASPHALT REPAIR
2022A
Page 76
1 Award Date
2 The date of the formal decision of the Contracting Agency to accept the lowest
3 responsible and responsive Bidder for the Work.
4 Contract Execution Date
5 The date the Contracting Agency officially binds the Agency to the Contract.
6 Notice to Proceed Date
7 The date stated in the Notice to Proceed on which the Contract time begins.
8 Substantial Completion Date
9 The day the Engineer determines the Contracting Agency has full and unrestricted
10 use and benefit of the facilities, both from the operational and safety standpoint, any
11 remaining traffic disruptions will be rare and brief, and only minor incidental work,
12 replacement of temporary substitute facilities, plant establishment periods, or
13 correction or repair remains for the Physical Completion of the total Contract.
14 Physical Completion Date
15 The day all of the Work is physically completed on the project. All documentation
16 required by the Contract and required by law does not necessarily need to be
17 furnished by the Contractor by this date.
18 Completion Date
19 The day all the Work specified in the Contract is completed and all the obligations of
20 the Contractor under the contract are fulfilled by the Contractor. All documentation
21 required by the Contract and required by law must be furnished by the Contractor
22 before establishment of this date.
23
24
25
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30
31
32
33
34
35
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38
39
40
41
42
43
44
45
46
47
48
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, Amendments, or WSDOT General Special
Provisions, to the terms "Department of Transportation", "Washington State
Transportation Commission", "Commission", "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.
CITYWIDE ASPHALT REPAIR
2022A
Page 77
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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.
Bid Procedures and Conditions
1-02.5 Proposal Forms
(July 31, 2017 APWA GSP)
Delete this section and replace it with the following:
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; the bidder's
UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's
Registration Number; and a Business License Number, if applicable. Bids shall be
completed by typing or shall be printed in ink by hand, preferably in black ink. The
required certifications are included as part of the Proposal Form.
CITYWIDE ASPHALT REPAIR
2022A
Page 78
1 The Contracting Agency reserves the right to arrange the proposal forms with alternates
2 and additives, if such be to the advantage of the Contracting Agency. The bidder shall
3 bid on all alternates and additives set forth in the Proposal Form unless otherwise
4 specified.
5
6 Preparation of Proposal
7
8 The fourth paragraph of Section 1-02.6 is revised to read:
9
10 (August 2, 2004)
11 The fifth and sixth paragraphs of Section 1-02.6 are deleted.
12
13 1-02.7 Bid Deposit
14 (March 8, 2013 APWA GSP)
15
16 Supplement this section with the following:
17
18 Bid bonds shall contain the following:
19 1. Contracting Agency -assigned number for the project;
20 2. Name of the project;
21 3. The Contracting Agency named as obligee;
22 4. The amount of the bid bond stated either as a dollar figure or as a percentage which
23 represents five percent of the maximum bid amount that could be awarded;
24 5. Signature of the bidder's officer empowered to sign official statements. The signature
25 of the person authorized to submit the bid should agree with the signature on the
26 bond, and the title of the person must accompany the said signature;
27 6. The signature of the surety's officer empowered to sign the bond and the power of
28 attorney.
29
30 If so stated in the Contract Provisions, bidder must use the bond form included in the
31 Contract Provisions.
32
33 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
34
35 1-02.9 Delivery of Proposal
36 (December 19, 2019 APWA GSP, Option A)
37
38 Delete this section and replace it with the following:
39
40 Each Proposal shall be submitted in a sealed envelope, with the Project Name and
41 Project Number as stated in the Call for Bids clearly marked on the outside of the
42 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and
43 delivery.
44
45 To be considered responsive on a FHWA-funded project, the Bidder may be required to
46 submit the following items, as required by Section 1-02.6:
47
48 • UDBE Written Confirmation Document from each UDBE firm listed on the
49 Bidder's completed UDBE Utilization Certification (WSDOT 272-056U)
50 • Good Faith Effort (GFE) Documentation
CITYWIDE ASPHALT REPAIR
2022A 4 Page 79
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• UDBE Bid Item Breakdown (WSDOT 272-054)
• UDBE Trucking Credit Form (WSDOT 272-058)
These documents, if applicable, shall be received either with the Bid Proposal or as a
supplement to the Bid. These documents shall be received no later than 48 hours (not
including Saturdays, Sundays and Holidays) after the time for delivery of the Bid
Proposal.
If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed
envelope labeled the same as for the Proposal, with "Supplemental Information" added.
All other information required to be submitted with the Bid Proposal must be submitted
with the Bid Proposal itself, at the time stated in the Call for Bids.
Proposals that are received as required will be publicly opened and read as specified in
Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that
is received after the time specified in the Call for Bids for receipt of Bid Proposals, or
received in a location other than that specified in the Call for Bids. The Contracting
Agency will not open or consider any "Supplemental Information" (UDBE confirmations,
or GFE documentation) that is received after the time specified above, or received in a
location other than that specified in the Call for Bids.
If an emergency or unanticipated event interrupts normal work processes of the
Contracting Agency so that Proposals cannot be received at the office designated for
receipt of bids as specified in Section 1-02.12 the time specified for receipt of the
Proposal will be deemed to be extended to the same time of day specified in the
solicitation on the first work day on which the normal work processes of the Contracting
Agency resume.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP)
Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may
withdraw, revise, or supplement it if:
1. The Bidder submits a written request signed by an authorized person and
physically delivers it to the place designated for receipt of Bid Proposals, and
2. The Contracting Agency receives the request before the time set for receipt of
Bid Proposals, and
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting
Agency before the time set for receipt of Bid Proposals.
If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received
before the time set for receipt of Bid Proposals, the Contracting Agency will return the
unopened Proposal package to the Bidder. The Bidder must then submit the revised or
supplemented package in its entirety. If the Bidder does not submit a revised or
supplemented package, then its bid shall be considered withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date
recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed
requests to withdraw, revise, or supplement a Bid Proposal are not acceptable.
CITYWIDE ASPHALT REPAIR
2022A
Page 80
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1-02.13 Irregular Proposals
(December 19, 2019 APWA GSP)
Delete this section and replace it with the following:
A Proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so required;
b. The authorized Proposal form furnished by the Contracting Agency is not
used or is altered;
C. The completed Proposal form contains any unauthorized additions, deletions,
alternate Bids, or conditions;
d. The Bidder adds provisions reserving the right to reject or accept the award,
or enter into the Contract;
e. A price per unit cannot be determined from the Bid Proposal;
f. The Proposal form is not properly executed;
g. The Bidder fails to submit or properly complete a Subcontractor list, if
applicable, as required in Section 1-02.6;
h. The Bidder fails to submit or properly complete an Underutilized
Disadvantaged Business Enterprise Certification, if applicable, as required in
Section 1-02.6;
i. The Bidder fails to submit written confirmation from each UDBE firm listed on
the Bidder's completed UDBE Utilization Certification that they are in
agreement with the bidder's UDBE participation commitment, if applicable, as
required in Section 1-02.6, or if the written confirmation that is submitted fails
to meet the requirements of the Special Provisions;
j The Bidder fails to submit UDBE Good Faith Effort documentation, if
applicable, as required in Section 1-02.6, or if the documentation that is
submitted fails to demonstrate that a Good Faith Effort to meet the Condition
of Award was made;
k. The Bidder fails to submit a UDBE Bid Item Breakdown form, if applicable, as
required in Section 1-02.6, or if the documentation that is submitted fails to
meet the requirements of the Special Provisions;
I. The Bidder fails to submit UDBE Trucking Credit Forms, if applicable, as
required in Section 1-02.6, or if the documentation that is submitted fails to
meet the requirements of the Special Provisions;
m. The Bid Proposal does not constitute a definite and unqualified offer to meet
the material terms of the Bid invitation; or
n. More than one Proposal is submitted for the same project from a Bidder
under the same or different names.
2. A Proposal may be considered irregular and may be rejected if:
a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the
amount of a reasonable Bid) to the potential detriment of the Contracting
Agency;
C. Receipt of Addenda is not acknowledged;
d. A member of a joint venture or partnership and the joint venture or
partnership submit Proposals for the same project (in such an instance, both
Bids may be rejected); or
e. If Proposal form entries are not made in ink.
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1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option B)
Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory
bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet
Supplemental Criteria 1-7 listed in this Section.
The Contracting Agency will verify that the Bidder meets the mandatory bidder
responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence
that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as
stated later in this Section.
Delinquent State Taxes
A Criterion: The Bidder shall not owe delinquent taxes to the Washington State
Department of Revenue without a payment plan approved by the Department
of Revenue.
B. Documentation: The Bidder, if and when required as detailed below, shall sign
a statement (on a form to be provided by the Contracting Agency) that the
Bidder does not owe delinquent taxes to the Washington State Department of
Revenue, or if delinquent taxes are owed to the Washington State
Department of Revenue, the Bidder must submit a written payment plan
approved by the Department of Revenue, to the Contracting Agency by the
deadline listed below.
2. Federal Debarment
A Criterion: The Bidder shall not currently be debarred or suspended by the
Federal government.
B. Documentation: The Bidder shall not be listed as having an "active exclusion"
on the U.S. government's "System for Award Management" database
(www.sam.gov).
3. Subcontractor Responsibility
A Criterion: The Bidder's standard subcontract form shall include the
subcontractor responsibility language required by RCW 39.06.020, and the
Bidder shall have an established procedure which it utilizes to validate the
responsibility of each of its subcontractors. The Bidder's subcontract form
shall also include a requirement that each of its subcontractors shall have and
document a similar procedure to determine whether the sub -tier
subcontractors with whom it contracts are also "responsible" subcontractors
as defined by RCW 39.06.020.
B. Documentation: The Bidder, if and when required as detailed below, shall
submit a copy of its standard subcontract form for review by the Contracting
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Agency, and a written description of its procedure for validating the
responsibility of subcontractors with which it contracts.
Claims Against Retainage and Bonds
A Criterion: The Bidder shall not have a record of excessive claims filed against
the retainage or payment bonds for public works projects in the three years
prior to the bid submittal date, 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 and such circumstances are deemed acceptable to the
Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall
submit a list of the public works projects completed in the three years prior to
the bid submittal date that have had claims against retainage and bonds and
include for each project the following information:
• Name of project
• The owner and contact information for the owner;
• A list of claims filed against the retainage and/or payment bond for any of
the projects listed;
• A written explanation of the circumstances surrounding each claim and
the ultimate resolution of the claim.
Public Bidding Crime
A Criterion: The Bidder and/or its owners shall not have been convicted of a
crime involving bidding on a public works contract in the five years prior to the
bid submittal date.
B. Documentation: The Bidder, if and when required as detailed below, shall sign
a statement (on a form to be provided by the Contracting Agency) that the
Bidder and/or its owners have not been convicted of a crime involving bidding
on a public works contract.
Termination for Cause / Termination for Default
A Criterion: The Bidder shall not have had any public works contract terminated
for cause or terminated for default by a government agency in the five years
prior to the bid submittal date, unless there are extenuating circumstances
and such circumstances are deemed acceptable to the Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall sign
a statement (on a form to be provided by the Contracting Agency) that the
Bidder has not had any public works contract terminated for cause or
terminated for default by a government agency in the five years prior to the
bid submittal date; or if Bidder was terminated, describe the circumstances. .
Lawsuits
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A Criterion: The Bidder shall not have lawsuits with judgments entered against
the Bidder in the five years prior to the bid submittal date that demonstrate a
pattern of failing to meet the terms of contracts, unless there are extenuating
circumstances and such circumstances are deemed acceptable to the
Contracting Agency
B. Documentation: The Bidder, if and when required as detailed below, shall sign
a statement (on a form to be provided by the Contracting Agency) that the
Bidder has not had any lawsuits with judgments entered against the Bidder in
the five years prior to the bid submittal date that demonstrate a pattern of
failing to meet the terms of contracts, or shall submit a list of all lawsuits with
judgments entered against the Bidder in the five years prior to the bid
submittal date, along with a written explanation of the circumstances
surrounding each such lawsuit. The Contracting Agency shall evaluate these
explanations to determine whether the lawsuits demonstrate a pattern of
failing to meet of terms of construction related contracts
As evidence that the Bidder meets the Supplemental Criteria stated above, the
apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the
second business day following the bid submittal deadline, a written statement verifying
that the Bidder meets the supplemental criteria together with supporting documentation
(sufficient in the sole judgment of the Contracting Agency) demonstrating compliance
with the Supplemental Criteria. The Contracting Agency reserves the right to request
further documentation as needed from the low Bidder and documentation from other
Bidders as well to assess Bidder responsibility and compliance with all bidder
responsibility criteria. The Contracting Agency also reserves the right to obtain
information from third -parties and independent sources of information concerning a
Bidder's compliance with the mandatory and supplemental criteria, and to use that
information in their evaluation. The Contracting Agency may consider mitigating
factors in determining whether the Bidder complies with the requirements of the
supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental
criteria shall include any documents or facts obtained by Contracting Agency (whether
from the Bidder or third parties) including but not limited to: (i) financial, historical, or
operational data from the Bidder; (ii) information obtained directly by the Contracting
Agency from others for whom the Bidder has worked, or other public agencies or
private enterprises; and (iii) any additional information obtained by the Contracting
Agency which is believed to be relevant to the matter.
If the Contracting Agency determines the Bidder does not meet the bidder
responsibility criteria above and is therefore not a responsible Bidder, the Contracting
Agency 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 two (2)
business days of the Contracting Agency's determination by presenting its appeal and
any additional information to the Contracting Agency. The Contracting Agency will
consider the appeal and any additional information before issuing its final
determination. If the final determination affirms that the Bidder is not responsible, the
Contracting Agency will not execute a contract with any other Bidder until at least two
business days after the Bidder determined to be not responsible has received the
Contracting Agency's final determination.
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Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders
with concerns about the relevancy or restrictiveness of the Supplemental Bidder
Responsibility Criteria may make or submit requests to the Contracting Agency to
modify the criteria. Such requests shall be in writing, describe the nature of the
concerns, and propose specific modifications to the criteria. Bidders shall submit such
requests to the Contracting Agency no later than five (5) business days prior to the bid
submittal deadline and address the request to the Project Engineer or such other
person designated by the Contracting Agency in the Bid Documents.
1-02.15 Pre Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these
items or actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all
materials to be used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order
of and time required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county
where the work is located.
7. Any other information or action taken that is deemed necessary to ensure that the
bidder is the lowest responsible bidder.
Award and Execution of Contract
1-03.3 Execution of Contract
(October 1, 2005 APWA GSP)
Revise this section to read:
Copies of the Contract Provisions, including the unsigned Form of Contract, will be
available for signature by the successful bidder on the first business day following award.
The number of copies to be executed by the Contractor will be determined by the
Contracting Agency.
Within 20 calendar days after the award date, the successful bidder shall return the
signed Contracting Agency -prepared contract, an insurance certification as required by
Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before
execution of the contract by the Contracting Agency, the successful bidder shall provide
any pre -award information the Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting
Agency nor shall any work begin within the project limits or within Contracting Agency -
furnished sites. The Contractor shall bear all risks for any work begun outside such areas
and for any materials ordered before the contract is executed by the Contracting Agency.
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2 If the bidder experiences circumstances beyond their control that prevents return of the
3 contract documents within the calendar days after the award date stated above, the
4 Contracting Agency may grant up to a maximum of 10 additional calendar days for return
5 of the documents, provided the Contracting Agency deems the circumstances warrant it.
6
7
8 1-03.4 Contract Bond
9 (July 23, 2015 APWA GSP)
10
11 Delete the first paragraph and replace it with the following:
12
13 The successful bidder shall provide executed payment and performance bond(s) for the
14 full contract amount. The bond may be a combined payment and performance bond; or
15 be separate payment and performance bonds. In the case of separate payment and
16 performance bonds, each shall be for the full contract amount. The bond(s) shall:
17 1. Be on Contracting Agency -furnished form(s);
18 2. Be signed by an approved surety (or sureties) that:
19 a. Is registered with the Washington State Insurance Commissioner, and
20 b. Appears on the current Authorized Insurance List in the State of Washington
21 published by the Office of the Insurance Commissioner,
22 3. Guarantee that the Contractor will perform and comply with all obligations, duties,
23 and conditions under the Contract, including but not limited to the duty and obligation
24 to indemnify, defend, and protect the Contracting Agency against all losses and
25 claims related directly or indirectly from any failure:
26 a. Of the Contractor (or any of the employees, subcontractors, or lower tier
27 subcontractors of the Contractor) to faithfully perform and comply with all contract
28 obligations, conditions, and duties, or
29 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the
30 Contractor) to pay all laborers, mechanics, subcontractors, lower tier
31 subcontractors, material person, or any other person who provides supplies or
32 provisions for carrying out the work;
33 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the
34 project under titles 50, 51, and 82 RCW; and
35 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign
36 the bond; and
37 6. Be signed by an officer of the Contractor empowered to sign official statements (sole
38 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed
39 by the president or vice president, unless accompanied by written proof of the
40 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate
41 resolution, power of attorney, or a letter to such effect signed by the president or vice
42 president).
43
44 Scope of the Work
45
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1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Amendments to the Standard Specifications,
6. Standard Specifications,
7. Contracting Agency's Standard Plans or Details (if any), and
8. WSDOT Standard Plans for Road. Bridae. and MuniciDal Construction.
Control of Work
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified
in a written notice 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, with Contracting Agency forces or by such other means as
the Contracting Agency may deem necessary.
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 defective and
unauthorized work corrected immediately, have the rejected work removed and replaced,
or have work 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 serious risk
of loss or damage to the public.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and
remedying defective or unauthorized work, or work the Contractor failed or refused to
perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from
monies due, or to become due, the Contractor. Such direct and indirect costs shall
include in particular, but without limitation, compensation for additional professional
services required, and costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor's unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in
the performance of the work attributable to the exercise of the Contracting Agency's
rights provided by this Section.
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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.
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 inspection 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 Completion. 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.
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 listed deficiencies have been
corrected.
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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 deficiencies 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 signal
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 period, 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 proposal.
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.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.14 Cooperation With Other Contractors
(March 13, 1995)
Other Contracts or Other Work
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It is anticipated that the following work adjacent to or within the limits of this project will be
performed by others during the course of this project and will require coordination of the work:
Work to be coordinated with the "Sinclair Ridge SR16 Off -Site Improvement" Project.
Owner/Applicant- Century Communities 425-775-8661
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All
correspondence from the Contractor constituting any notification, notice of protest, notice
of dispute, or other correspondence constituting notification required to be furnished
under the Contract, must be in paper format, hand delivered or sent via mail delivery
service to the Project Engineer's office. Electronic copies such as a -mails or
electronically delivered copies of correspondence will not constitute such notice and will
not comDly with the reauirements of the Contract.
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.
Legal Relations and Responsibilities to the Public
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
questions 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 been
paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the
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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 vehicular 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 include
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.
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 state 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 lines,
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 personal 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 included
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).
Sanitation
Health Hazards
Section 1-07.4(2) is supplemented with the following:
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(May 13, 2020)
COVID-19 Health and Safety Plan (CHSP)
The Contractor shall prepare a project specific COVID-19 health and safety plan
(CHSP). The CHSP shall be prepared and submitted as a Type 2 Working Drawing
prior to beginning physical Work. The CHSP shall be based on the most current State
and Federal requirements. If the State or Federal requirements are revised, the
CHSP shall be updated as necessary to conform to the current requirements.
The Contractor shall update and resubmit the CHSP as the work progresses and
new activities appear on the look ahead schedule required under Section 1-08.3(2)D.
If the conditions change on the project, or a particular activity, the Contractor shall
update and resubmit the CHSP. Work on any activity shall cease if conditions prevent
full compliance with the CHSP.
The CHSP shall address the health and safety of all people associated with the
project including State workers in the field, Contractor personnel, consultants, project
staff, subcontractors, suppliers and anyone on the project site, staging areas, or
yards.
COVID-19 Health and Safety Plan (CHSP) Inspection
The Contractor shall grant full and unrestricted access to the Engineer for CHSP
Inspections. The Engineer (or designee) will conduct periodic compliance
inspections on the project site, staging areas, or yards to verify that any ongoing work
activity is following the CHSP plan. If the Engineer becomes aware of a
noncompliance incident either through a site inspection or other means, the
Contractor will be notified immediately (within 1 hour). The Contractor shall
immediately remedy the noncompliance incident or suspend all or part of the
associated work activity. The Contractor shall satisfy the Engineer that the
noncompliance incident has been corrected before the suspension will end.
Utilities and Similar Facilities
Section 1-07.17 is supplemented with the following:
(April 2, 2007)
Locations and dimensions shown in the Plans for existing facilities are in accordance with
available information obtained without uncovering, measuring, or other verification.
The following addresses and telephone numbers of utility companies known or suspected
of having facilities within the project limits are supplied for the Contractor's convenience:
*** Water and Sewer — City of Port Orchard
Gas — PSE, 1-888-225-5773
Electric — PSE, 1-888-225-5773
Telephone — Century Link, 1-800-244-1111
Cable — Comcast, 503-399-4494 ***
Prosecution and Progress
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1-08.4 Prosecution of Work
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Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(July 23, 2015 APWA GSP)
Notice to Proceed will be given after the contract 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 work 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 pursue the work to the physical
completion date within the time specified in the contract. Voluntary shutdown or slowing
of operations by the Contractor shall not relieve the Contractor of the responsibility to
complete the work within the time(s) specified in the contract.
When shown in the Plans, the first order of work 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 signs and traffic control devices in accordance with 1-10.1(2).
Upon construction of the fencing, the Contractor shall request the Engineer to inspect the
fence. No other work shall be performed on the site until the Contracting Agency has
accepted the installation of high visibility fencing, as described in the Contract.
Temporary Traffic Control
General
1-10.2(1)A Traffic Control Management
Section 1-10.2(1) is supplemented with the following:
The responsibilities of the Contractor's traffic control management personnel shall include:
1. Overseeing and approving the actions of the Traffic Control Supervisor JCS) to ensure
that proper safety and traffic control measures are implemented and consistent with the
specific requirements created by the Contractor's work zones and the Contract. Some form
of oversight shall be in place and effective even when the traffic control management
personnel are not present at the jobsite.
2. Providing the Contractor's designated TCS with the Contract or Engineer accepted traffic
control plans (TCPs) which are compatible with the Work operations and traffic control for
which they will be implemented.
3. Discussing proposed traffic control measures and coordinating implementation of the
Contractor -accepted traffic control plan(s) with the Engineer.
4. Coordinating all traffic control operations, including those of subcontractors and
suppliers, with each other and with any adjacent construction or maintenance operations.
5. Coordinating the project's activities (such as ramp closures, road closures, and lane
closures) with appropriate police, fire control agencies, city or county engineering, medical
emergency agencies, school districts, and transit companies.
6. Overseeing all requirements of the Contract that contribute to the convenience, safety,
and orderly movement of vehicular and pedestrian traffic.
7. Reviewing the TCS's diaries daily and being aware of field traffic control operations.
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8. Being present on -site a sufficient amount of time to adequately satisfy the abovelisted
responsibilities.
9. Have available at all times all applicable standards and specifications as described in
Section 1-10.2(3).
Failure to carry out any of the above -listed responsibilities shall be a failure to comply with
the Contract and may result in a suspension of Work as described in Section 1-08.6.
Measurement
Lump Sum Bid for Project (No Unit Items)
Section 1-10.4(1) is supplemented with the following:
(August 2, 2004)
The proposal contains the item "Project Temporary Traffic Control", lump sum. The
provisions of Section 1-10.4(1) shall apply.
Division 2
Earthwork
Removal of Structures and Obstructions
2-02 Removal of Structures and Obstructions
(March 13, 1995)
2-02.1 Description
This work shall consist of removing miscellaneous traffic items.
2-02.3 Removing Miscellaneous Traffic Items
The following miscellaneous traffic items shall be removed and disposed of:
*** Asphalt Extruded Curbs ***
Where shown in the Plans or where directed by the Engineer, remove the existing
asphalt extruded curb as staked or otherwise designated by the Engineer.
2-02.5 Payment
(September 8, 1997)
"Removing *** Asphalt Extruded Curb *** Curb", per linear foot.
Hot Mix Asphalt
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Division 5
Surface Treatments and Pavements
2022A
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1 5-04 Hot Mix Asphalt
2 (July 18, 2018 APWA GSP)
3
4 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5
6 5-04.1 Description
7 This Work shall consist of providing and placing one or more layers of plant -mixed hot
8 mix asphalt (HMA) on a prepared foundation or base in accordance with these
9 Specifications and the lines, grades, thicknesses, and typical cross -sections shown
10 in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes
11 in accordance with these Specifications. WMA processes include organic additives,
12 chemical additives, and foaming.
13
14 HMA shall be composed of asphalt binder and mineral materials as may be required,
15 mixed in the proportions specified to provide a homogeneous, stable,
16 and workable mixture.
17
18 5-04.2 Materials
19 Materials shall meet the requirements of the following sections:
20 Asphalt Binder 9-02.1(4)
21 Cationic Emulsified Asphalt 9-02.1(6)
22 Anti -Stripping Additive 9-02.4
23 HMA Additive 9-02.5
24
Aggregates
9-03.8
25
Recycled Asphalt Pavement
9-03.8(3)B
26
Mineral Filler
9-03.8(5)
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Recycled Material
9-03.21
28
Portland Cement
9-01
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Sand
9-03.1(2)
30
(As noted in 5-04.3(5)C for crack sealing)
31
Joint Sealant
9-04.2
32
Foam Backer Rod
9-04.2(3)A
33 The Contract documents may establish that the various mineral materials required for
34 the manufacture of HMA will be furnished in whole or in part by the Contracting Agency.
35 If the documents do not establish the furnishing of any of these mineral materials by the
36 Contracting Agency, the Contractor shall be required to furnish such materials in the
37 amounts required for the designated mix. Mineral materials include coarse and fine
38 aggregates, and mineral filler.
39
40 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production
41 of HMA. The RAP may be from pavements removed under the Contract, if any, or
42 pavement material from an existing stockpile.
43
44 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional
45 sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of
46 one sample for every 1,000 tons produced and not less than ten samples per project.
47 The asphalt content and gradation test data shall be reported to the Contracting Agency
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1 when submitting the mix design for approval on the QPL. The Contractor shall include
2 the RAP as part of the mix design as defined in these Specifications.
3
4 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt
5 binder from different sources is not permitted.
6
7 The Contractor may only use warm mix asphalt (WMA) processes in the production of
8 HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to
9 the Engineer for approval the process that is proposed and how it will be used in the
10 manufacture of HMA.
11
12 Production of aggregates shall comply with the requirements of Section 3-01.
13 Preparation of stockpile site, the stockpiling of aggregates, and the removal of
14 aggregates from stockpiles shall comply with the requirements of Section 3-02.
15
16 5-04.2(1) How to Get an HMA Mix Design on the QPL
17 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List
18 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1).
19
20 5-04.2(1)A Vacant
21
22 5-04.2(2) Mix Design — Obtaining Project Approval
23 No paving shall begin prior to the approval of the mix design by the Engineer.
24
25 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA
26 in the contract documents.
27
28 Commercial evaluation will be used for Commercial HMA and for other classes of HMA
29 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,
30 gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted
31 by commercial evaluation shall be as approved by the Project Engineer. Sampling and
32 testing of HMA accepted by commercial evaluation will be at the option of the Project
33 Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will
34 be excluded from the quantities used in the determination of nonstatistical evaluation.
35
36 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor
37 shall provide one of the following mix design verification certifications for Contracting
38 Agency review;
39
40 • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or
41 one of the mix design verification certifications listed below.
42 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and
43 certification (stamp & sig-nature) of a valid licensed Washington State
44 Professional Engineer.
45 • The Mix Design Report for the proposed HMA mix design developed by a
46 qualified City or County laboratory that is within one year of the approval date.**
47
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1 The mix design shall be performed by a lab accredited by a national authority such as
2 Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The
3 Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO
4 Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO:
5 resource proficiency sample program.
6
7 Mix designs for HMA accepted by Nonstatistical evaluation shall;
8
9 Have the aggregate structure and asphalt binder content determined in
10 accordance with WSDOT Standard Operating Procedure 732 and meet the
11 requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and
12 stripping are at the discretion of the Engineer, and 9-03.8(6).
13 Have anti -strip requirements, if any, for the proposed mix design determined in
14 accordance with AASHTO T 283 or T 324, or based on historic anti -strip and
15 aggregate source compatibility from previous WSDOT lab testing.
16
17 At the discretion of the Engineer, agencies may accept verified mix designs older than 12
18 months from the original verification date with a certification from the Contractor that the
19 materials and sources are the same as those shown on the original mix design.
20
21 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be
22 based on a review of the Contractor's submittal of WSDOT Form 350-042 (For
23 commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the
24 current WSDOT QPL or from one of the processes allowed by this section. Testing of the
25 HMA by the Contracting Agency for mix design approval is not required.
26
27 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and
28 design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use.
29
30 5-04.2(2)B Using Warm Mix Asphalt Processes
31 The Contractor may elect to use additives that reduce the optimum mixing temperature
32 or serve as a compaction aid for producing HMA. Additives include organic additives,
33 chemical additives and foaming processes. The use of Additives is subject to the
34 following:
35
36 • Do not use additives that reduce the mixing temperature more than allowed in
37 Section 5-04.3(6) in the production of mixtures.
38 • Before using additives, obtain the Engineer's approval using WSDOT Form 350-
39 076 to describe the proposed additive and process.
40
41 5-04.3 Construction Requirements
42
43 5-04.3(1) Weather Limitations
44 Do not place HMA for wearing course on any Traveled Way beginning October 1 st
45 through March 31 st of the following year without written concurrence from the Engineer.
46
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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
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section
shall apply.
11 The Contractor shall keep intersections open to traffic at all times except when paving
12 the intersection or paving across the intersection. During such time, and provided that
13 there has been an advance warning to the public, the intersection may be closed for the
14 minimum time required to place and compact the mixture. In hot weather, the Engineer
15 may require the application of water to the pavement to accelerate the finish rolling of the
16 pavement and to shorten the time required before reopening to traffic.
17
18 Before closing an intersection, advance warning signs shall be placed and signs shall
19 also be placed marking the detour or alternate route.
20
21 During paving operations, temporary pavement markings shall be maintained throughout
22 the project. Temporary pavement markings shall be installed on the Roadway prior to
23 opening to traffic. Temporary pavement markings shall be in accordance with Section 8-
24 23.
25
26 All costs in connection with performing the Work in accordance with these requirements,
27 except the cost of temporary pavement markings, shall be included in the unit Contract
28 prices for the various Bid items involved in the Contract.
29
30 5-04.3(3) Equipment
31
32 5-04.3(3)A Mixing Plant
33 Plants used for the preparation of HMA shall conform to the following requirements:
34
35 1. Equipment for Preparation of Asphalt Binder — Tanks for the storage of
36 asphalt binder shall be equipped to heat and hold the material at the required
37 temperatures. The heating shall be accomplished by steam coils, electricity, or
38 other approved means so that no flame shall be in contact with the storage tank.
39 The circulating system for the asphalt binder shall be designed to ensure proper
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1 and continuous circulation during the operating period. A valve for the purpose of
2 sampling the asphalt binder shall be placed in either the storage tank or in the
3 supply line to the mixer.
4 2. Thermometric Equipment — An armored thermometer, capable of detecting
5 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder
6 feed line at a location near the charging valve at the mixer unit. The thermometer
7 location shall be convenient and safe for access by Inspectors. The plant shall
8 also be equipped with an approved dial -scale thermometer, a mercury actuated
9 thermometer, an electric pyrometer, or another approved thermometric
10 instrument placed at the discharge chute of the drier to automatically register or
11 indicate the temperature of the heated aggregates. This device shall be in full
12 view of the plant operator.
13 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not
14 exceed the maximum recommended by the asphalt binder manufacturer nor shall
15 it be below the minimum temperature required to maintain the asphalt binder in a
16 homogeneous state. The asphalt binder shall be heated in a manner that will
17 avoid local variations in heating. The heating method shall provide a continuous
18 supply of asphalt binder to the mixer at a uniform average temperature with no
19 individual variations exceeding 25°F. Also, when a WMA additive is included in
20 the asphalt binder, the temperature of the asphalt binder shall not exceed the
21 maximum recommended by the manufacturer of the WMA additive.
22 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped
23 with a mechanical sampler for the sampling of the mineral materials. The
24 mechanical sampler shall meet the requirements of Section 1-05.6 for the
25 crushing and screening operation. The Contractor shall provide for the setup and
26 operation of the field testing facilities of the Contracting Agency as provided for in
27 Section 3-01.2(2).
28 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the
29 following methods:
30 a. A mechanical sampling device attached to the HMA plant.
31 b. Platforms or devices to enable sampling from the hauling vehicle without
32 entering the hauling vehicle.
33
34 5-04.3(3)B Hauling Equipment
35 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a
36 cover of canvas or other suitable material of sufficient size to protect the mixture from
37 adverse weather. Whenever the weather conditions during the work shift include, or are
38 forecast to include, precipitation or an air temperature less than 450F or when time from
39 loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect
40 the HMA.
41
42 The contractor shall provide an environmentally benign means to prevent the HMA
43 mixture from adhering to the hauling equipment. Excess release agent shall be drained
44 prior to filling hauling equipment with HMA. Petroleum derivatives or other coating
45 material that contaminate or alter the characteristics of the HMA shall not be used. For
46 live bed trucks, the conveyer shall be in operation during the process of applying the
47 release agent.
48
49 5-04.3(3)C Pavers
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1 HMA pavers shall be self-contained, power -propelled units, provided with an internally
2 heated vibratory screed and shall be capable of spreading and finishing courses of HMA
3 plant mix material in lane widths required by the paving section shown in the Plans.
4
5 The HMA paver shall be in good condition and shall have the most current equipment
6 available from the manufacturer for the prevention of segregation of the HMA mixture
7 installed, in good condition, and in working order. The equipment certification shall list
8 the make, model, and year of the paver and any equipment that has been retrofitted.
9
10 The screed shall be operated in accordance with the manufacturer's recommendations
11 and shall effectively produce a finished surface of the required evenness and texture
12 without tearing, shoving, segregating, or gouging the mixture. A copy of the
13 manufacturer's recommendations shall be provided upon request by the Contracting
14 Agency. Extensions will be allowed provided they produce the same results, including
15 ride, density, and surface texture as obtained by the primary screed. Extensions without
16 augers and an internally heated vibratory screed shall not be used in the Traveled Way.
17
18 When specified in the Contract, reference lines for vertical control will be required. Lines
19 shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal
20 control utilizing the reference line will be permitted. The grade and slope for intermediate
21 lanes shall be controlled automatically from reference lines or by means of a mat
22 referencing device and a slope control device. When the finish of the grade prepared for
23 paving is superior to the established tolerances and when, in the opinion of the Engineer,
24 further improvement to the line, grade, cross-section, and smoothness can best be
25 achieved without the use of the reference line, a mat referencing device may be
26 substituted for the reference line. Substitution of the device will be subject to the
27 continued approval of the Engineer. A joint matcher may be used subject to the approval
28 of the Engineer. The reference line may be removed after the completion of the first
29 course of HMA when approved by the Engineer. Whenever the Engineer determines that
30 any of these methods are failing to provide the necessary vertical control, the reference
31 lines will be reinstalled by the Contractor.
32
33 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and
34 accessories necessary for satisfactory operation of the automatic control equipment.
35
36 If the paving machine in use is not providing the required finish, the Engineer may
37 suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled
38 on the pavement shall be thoroughly removed before paving proceeds.
39
40 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
41 A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's
42 approval, unless other -wise required by the contract.
43
44 Where an MTD/V is required by the contract, the Engineer may approve paving without
45 an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable
46 adjustment in cost or time is due.
47
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1 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and
2 prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a
3 uniform temperature throughout the mixture. If a windrow elevator is used, the length of
4 the windrow may be limited in urban areas or through intersections, at the discretion of
5 the Engineer.
6
7 To be approved for use, an MTV:
8
9 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
10 2. Shall not be connected to the hauling vehicle or paver.
11 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
12 4. Shall mix the HMA after delivery by the hauling equipment and prior to
13 placement into the paving machine.
14 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
15 mixture.
16
17 To be approved for use, an MTD:
18
19 1. Shall be positively connected to the paver.
20 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
21 3. Shall mix the HMA after delivery by the hauling equipment and prior to
22 placement into the paving machine.
23 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
24 mixture.
25
26 5-04.3(3)E Rollers
27 Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good
28 condition and capable of reversing without backlash. Operation of the roller shall be in
29 accordance with the manufacturer's recommendations. When ordered by the Engineer
30 for any roller planned for use on the project, the Contractor shall provide a copy of the
31 manufacturer's recommendation for the use of that roller for compaction of HMA. The
32 number and weight of rollers shall be sufficient to compact the mixture in compliance
33 with the requirements of Section 5-04.3(10). The use of equipment that results in
34 crushing of the aggregate will not be permitted. Rollers producing pickup, washboard,
35 uneven compaction of the surface, displacement of the mixture or other undesirable
36 results shall not be used.
37
38 5-04.3(4) Preparation of Existing Paved Surfaces
39 When the surface of the existing pavement or old base is irregular, the Contractor shall
40 bring it to a uniform grade and cross-section as shown on the Plans or approved by the
41 Engineer.
42
43 Preleveling of uneven or broken surfaces over which HMA is to be placed may be
44 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as
45 approved by the Engineer.
46
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1 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may
2 require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to
3 avoid bridging across preleveled areas by the compaction equipment. Equipment used
4 for the compaction of preleveling HMA shall be approved by the Engineer.
5
6 Before construction of HMA on an existing paved surface, the entire surface of the
7 pavement shall be clean. All fatty asphalt patches, grease drippings, and other
8 objectionable matter shall be entirely removed from the existing pavement. All
9 pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement
10 grindings, and other foreign matter. All holes and small depressions shall be filled with an
11 appropriate class of HMA. The surface of the patched area shall be leveled and
12 compacted thoroughly. Prior to the application of tack coat, or paving, the condition of
13 the surface shall be approved by the Engineer.
14
15 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA
16 is to be placed or abutted; except that tack coat may be omitted from clean, newly paved
17 surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover
18 the existing pavement with a thin film of residual asphalt free of streaks and bare spots at
19 a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of
20 application shall be approved by the Engineer. A heavy application of tack coat shall be
21 applied to all joints. For Roadways open to traffic, the application of tack coat shall be
22 limited to surfaces that will be paved during the same working shift. The spreading
23 equipment shall be equipped with a thermometer to indicate the temperature of the tack
24 coat material.
25
26 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If
27 the Contractor's operation damages the tack coat it shall be repaired prior to placement
28 of the HMA.
29
30 The tack coat shall be CSS-1, or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h
31 emulsified asphalt may be diluted once with water at a rate not to exceed one part water
32 to one part emulsified asphalt. The tack coat shall have sufficient temperature such that
33 it may be applied uniformly at the specified rate of application and shall not exceed the
34 maximum temperature recommended by the emulsified asphalt manufacturer.
35
36 5-04.3(4)A Crack Sealing
37
38 5-04.3(4)A1 General
39 When the Proposal includes a pay item for crack sealing, seal all cracks'/4 inch in width
40 and greater.
41
42 Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign
43 material when filling with crack sealant material. Use a hot compressed air lance to dry
44 and warm the pavement surfaces within the crack immediately prior to filling a crack with
45 the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing
46 cracks is not required.
47
CITYWIDE ASPHALT REPAIR
2022A 27 Page102
1 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the
2 components and pour the mixture into the cracks until full. Add additional CSS-1 cationic
3 emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will
4 completely fill the cracks. Strike off the sand slurry flush with the existing pavement
5 surface and allow the mixture to cure. Top off cracks that were not completely filled with
6 additional sand slurry. Do not place the HMA overlay until the slurry has fully cured.
7
8 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt,
9 approximately 2 percent portland cement, water (if required), and the remainder clean
10 Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly
11 mixed and then poured into the cracks and joints until full. The following day, any cracks
12 or joints that are not completely filled shall be topped off with additional sand slurry. After
13 the sand slurry is placed, the filler shall be struck off flush with the existing pavement
14 surface and allowed to cure. The HMA overlay shall not be placed until the slurry has
15 fully cured. The requirements of Section 1-06 will not apply to the portland cement and
16 sand used in the sand slurry.
17
18 In areas where HMA will be placed, use sand slurry to fill the cracks.
19
20 In areas where HMA will not be placed, fill the cracks as follows:
21
22 1. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant.
23 2. Cracks greater than 1 inch in width — fill with sand slurry.
24
25 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the
26 material in accordance with these requirements and the manufacturer's
27 recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product
28 information and recommendations to the Engineer prior to the start of work, including the
29 manufacturer's recommended heating time and temperatures, allowable storage time
30 and temperatures after initial heating, allowable reheating criteria, and application
31 temperature range. Confine hot poured sealant material within the crack. Clean any
32 overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the
33 Contractor's method of sealing the cracks with hot poured sealant results in an excessive
34 amount of material on the pavement surface, stop and correct the operation to eliminate
35 the excess material.
36
37 5-04.3(4)A2 Crack Sealing Areas Prior to Paving
38 In areas where HMA will be placed, use sand slurry to fill the cracks.
39
40 5-04.3(4)A3 Crack Sealing Areas Not to be Paved
41 In areas where HMA will not be placed, fill the cracks as follows:
42
43 A. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant.
44 B. Cracks greater than 1 inch in width — fill with sand slurry.
45
46 5-04.3(4)B Vacant
47
CITYWIDE ASPHALT REPAIR
2022A 28 Page103
1 5-04.3(4)C Pavement Repair
2 The Contractor shall excavate pavement repair areas and shall backfill these with HMA
3 in accordance with the details shown in the Plans and as marked in the field. The
4 Contractor shall conduct the excavation operations in a manner that will protect the
5 pavement that is to remain. Pavement not designated to be removed that is damaged as
6 a result of the Contractor's operations shall be repaired by the Contractor to the
7 satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall
8 excavate only within one lane at a time unless approved otherwise by the Engineer. The
9 Contractor shall not excavate more area than can be completely finished during the
10 same shift, unless approved by the Engineer.
11
12 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth
13 of 1.0 feet. The Engineer will make the final determination of the excavation depth
14 required. The minimum width of any pavement repair area shall be 40 inches unless
15 shown otherwise in the Plans. Before any excavation, the existing pavement shall be
16 sawcut or shall be removed by a pavement grinder. Excavated materials will become the
17 property of the Contractor and shall be disposed of in a Contractor -provided site off the
18 Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
19
20 Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy
21 application of tack coat shall be applied to all surfaces of existing pavement in the
22 pavement repair area.
23
24 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot
25 compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished
26 with the approval of the Engineer. Each lift shall be thoroughly compacted by a
27 mechanical tamper or a roller.
28
29 5-04.3(5) Producing/Stockpiling Aggregates and RAP
30 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02.
31 Sufficient storage space shall be provided for each size of aggregate and RAP. Materials
32 shall be removed from stockpile(s) in a manner to ensure minimal segregation when
33 being moved to the HMA plant for processing into the final mixture. Different aggregate
34 sizes shall be kept separated until they have been delivered to the HMA plant.
35
36 5-04.3(5)A Vacant
37
38 5-04.3(6) Mixing
39 After the required amount of mineral materials, asphalt binder, recycling agent and anti-
40 stripping additives have been introduced into the mixer the HMA shall be mixed until
41 complete and uniform coating of the particles and thorough distribution of the asphalt
42 binder throughout the mineral materials is ensured.
43
44 When discharged, the temperature of the HMA shall not exceed the optimum mixing
45 temperature by more than 250F as shown on the reference mix design report or as
46 approved by the Engineer. Also, when a WMA additive is included in the manufacture of
47 HMA, the discharge temperature of the HMA shall not exceed the maximum
48 recommended by the manufacturer of the WMA additive. A maximum water content of 2
CITYWIDE ASPHALT REPAIR
2022A 29 Page104
1 percent in the mix, at discharge, will be allowed providing the water causes no problems
2 with handling, stripping, or flushing. If the water in the HMA causes any of these
3 problems, the moisture content shall be reduced as directed by the Engineer.
4
5 Storing or holding of the HMA in approved storage facilities will be permitted with
6 approval of the Engineer, but in no event shall the HMA be held for more than 24 hours.
7 HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be
8 disposed of by the Contractor at no expense to the Contracting Agency. The storage
9 facility shall have an accessible device located at the top of the cone or about the third
10 point. The device shall indicate the amount of material in storage. No HMA shall be
11 accepted from the storage facility when the HMA in storage is below the top of the cone
12 of the storage facility, except as the storage facility is being emptied at the end of the
13 working shift.
14
15 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior
16 to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is
17 evidence of the recycled asphalt pavement not breaking down during the heating and
18 mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until
19 changes have been approved by the Engineer. After the required amount of mineral
20 materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into
21 the mixer the HMA shall be mixed until complete and uniform coating of the particles and
22 thorough distribution of the asphalt binder throughout the mineral materials, and RAP is
23 ensured.
24
25 5-04.3(7) Spreading and Finishing
26 The mixture shall be laid upon an approved surface, spread, and struck off to the grade
27 and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used
28 to distribute the mixture. Unless otherwise directed by the Engineer, the nominal
29 compacted depth of any layer of any course shall not exceed the following:
M
31 HMA Class 1" 0.35 feet
32 HMA Class %" and HMA Class'/2"
33 wearing course 0.30 feet
34 other courses 0.35 feet
35 HMA Class 3/a" 0.15 feet
36
37 On areas where irregularities or unavoidable obstacles make the use of mechanical
38 spreading and finishing equipment impractical, the paving may be done with other
39 equipment or by hand.
40
41 When more than one JMF is being utilized to produce HMA, the material produced for
42 each JMF shall be placed by separate spreading and compacting equipment. The
43 intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA
44 placed during a work shift shall conform to a single JMF established for the class of HMA
45 specified unless there is a need to make an adjustment in the JMF.
46
47 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
CITYWIDE ASPHALT REPAIR
2022A 30 Page105
1 For HMA accepted by nonstatistical evaluation the aggregate properties of sand
2 equivalent, uncompacted void content and fracture will be evaluated in accordance with
3 Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial
4 evaluation will be at the option of the Engineer.
5
6 5-04.3(9) HMA Mixture Acceptance
7 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
8
9 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial
10 Evaluation is specified.
11
12 Commercial evaluation will be used for Commercial HMA and for other classes of HMA
13 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,
14 gores, prelevel, temporary pavement, and pavement repair. Other nonstructural
15 applications of HMA accepted by commercial evaluation shall be as approved by the
16 Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the
17 option of the Engineer.
18
19 The mix design will be the initial JMF for the class of HMA. The Contractor may request a
20 change in the JMF. Any adjustments to the JMF will require the approval of the Engineer
21 and may be made in accordance with this section.
22
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HMA Tolerances and Adjustments
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 1-06.2 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.
Aggregate Percent
Passing
Non -Statistical
Evaluation
Commercial
Evaluation
1" W '/2", and 3/8" sieves
+/- 6%
+/- 8%
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). The resulting
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.
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
CITYWIDE ASPHALT REPAIR
2022A
31
Page106
1 better quality and may require the development of a new mix design if the
2 adjustment exceeds the amounts listed below.
3 a. Aggregates —2 percent for the aggregate passing the 11/2" 1" 3/a" W W and
4 the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5
5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall
6 be within the range of the control points in Section 9-03.8(6).
7 b. Asphalt Binder Content — The Engineer may order or approve changes to
8 asphalt binder content. The maximum adjustment from the approved mix
9 design for the asphalt binder content shall be 0.3 percent
10
11 5-04.3(9)A Vacant
12
13 5-04.3(9)B Vacant
14
15 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation
16 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the
17 Contracting Agency by dividing the HMA tonnage into lots.
18
19 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots
20 A lot is represented by randomly selected samples of the same mix design that will be
21 tested for acceptance. A lot is defined as the total quantity of material or work produced
22 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be
23 equal to one day's production or 800 tons, whichever is less except that the final sublot
24 will be a minimum of 400 tons and may be increased to 1200 tons.
25
26 All of the test results obtained from the acceptance samples from a given lot shall be
27 evaluated collectively. If the Contractor requests a change to the JMF that is approved,
28 the material produced after the change will be evaluated on the basis of the new JMF for
29 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot
30 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request
31 after the Engineer is satisfied that material conforming to the Specifications can be
32 produced.
33
34 Sampling and testing for evaluation shall be performed on the frequency of one sample
35 per sublot.
36
37 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
38 Samples for acceptance testing shall be obtained by the Contractor when ordered by the
39 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer
40 and in accordance with AASH-TO T 168. A minimum of three samples should be taken
41 for each class of HMA placed on a project. If used in a structural application, at least one
42 of the three samples shall to be tested.
43
44 Sampling and testing HMA in a Structural application where quantities are less than 400
45 tons is at the discretion of the Engineer.
46
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2022A 32 Page107
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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
minimum 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 Composite Pay Factor (CPF) shall
be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing
Testing of HMA for compliance of Va will at the option of the Contracting Agency. If
tested, compliance of Va 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 Composite Pay Factor (CPF) using the following price
adjustment factors:
Table of Price Adjustment Factors
Constituent
Factor
'If,,
All aggregate passing: 1'/2", 1", W,'/2", W and
No.4 sieves
2
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 outside 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 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 Roadway shall be tested to provide
a minimum of three sets of results for evaluation.
CITYWIDE ASPHALT REPAIR
2022A
33
Page108
1 5-04.3(9)C5 Vacant
2
3 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments
4 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated
5 CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The
6 NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The
7 total job mix compliance price adjustment will be calculated as the product of the NCMF,
8 the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix.
9
10 If a constituent is not measured in accordance with these Specifications, its individual
11 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
12
13 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
14 The Contractor may request a sublot be retested. To request a retest, the Contractor
15 shall submit a written request within 7 calendar days after the specific test results have
16 been received. A split of the original acceptance sample will be retested. The split of the
17 sample will not be tested with the same tester that ran the original acceptance test. The
18 sample will be tested for a complete gradation analysis, asphalt binder content, and, at
19 the option of the agency, Va. The results of the retest will be used for the acceptance of
20 the HMA in place of the original sublot sample test results. The cost of testing will be
21 deducted from any monies due or that may come due the Contractor under the Contract
22 at the rate of $500 per sample.
23
24 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation
25 If sampled and tested, HMA produced under Commercial Evaluation and having all
26 constituents falling within the tolerance limits of the job mix formula shall be accepted at
27 the unit Contract price with no further evaluation. When one or more constituents fall
28 outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the
29 lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate
30 CPF. The commercial tolerance limits will be used in the calculation of the CPF and the
31 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the
32 existing sublots or samples from the street shall be tested to provide a minimum of three
33 sets of results for evaluation.
34
35 For each lot of HMA mix produced and tested under Commercial Evaluation when the
36 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be
37 determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by
38 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product
39 of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of
40 mix.
41
42 If a constituent is not measured in accordance with these Specifications, its individual
43 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
44
45 5-04.3(10) HMA Compaction Acceptance
46 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including
47 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a
48 specified compacted course thickness greater than 0.10-foot, shall be compacted to a
CITYWIDE ASPHALT REPAIR
2022A 34 Page109
1 specified level of relative density. The specified level of relative density shall be a
2 Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with
3 Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density).
4 The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The
5 specified level of density attained will be determined by the evaluation of the density of
6 the pavement. The density of the pavement shall be determined in accordance with
7 WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of
8 the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using
9 cores to determine density.
10
11 Tests for the determination of the pavement density will be taken in accordance with the
12 required procedures for measurement by a nuclear density gauge or roadway cores after
13 completion of the finish rolling.
14
15 If the Contracting Agency uses a nuclear density gauge to determine density the test
16 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the
17 mix is placed and prior to opening to traffic.
18
19 Roadway cores for density may be obtained by either the Contracting Agency or the
20 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches
21 minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by
22 the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166.
23
24 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the
25 Contractor in the presence of the Engineer on the same day the mix is placed and at
26 locations designated by the Engineer. If the Contract does not include the Bid item
27 "Roadway Core" the Contracting Agency will obtain the cores.
28
29 For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's
30 request after the Engineer is satisfied that material conforming to the Specifications can
31 be produced.
32
33 HMA mixture accepted by commercial evaluation and HMA constructed under conditions
34 other than those listed above shall be compacted on the basis of a test point evaluation
35 of the compaction train. The test point evaluation shall be performed in accordance with
36 instructions from the Engineer. The number of passes with an approved compaction
37 train, required to attain the maximum test point density, shall be used on all subsequent
38 paving.
39
40 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling
41 wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved
42 by the Engineer.
43
44 Test Results
45 For a sublot that has been tested with a nuclear density gauge that did not meet the
46 minimum of 92 percent of the reference maximum density in a compaction lot with a CPF
47 below 1.00 and thus subject to a price reduction or rejection, the Contractor may request
48 that a core be used for determination of the relative density of the sublot. The relative
CITYWIDE ASPHALT REPAIR
2022A 35 Page110
1 density of the core will replace the relative density determined by the nuclear density
2 gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA
3 compaction lot.
4
5 When cores are taken by the Contracting Agency at the request of the Contractor, they
6 shall be requested by noon of the next workday after the test results for the sublot have
7 been provided or made available to the Contractor. Core locations shall be outside of
8 wheel paths and as determined by the Engineer. Traffic control shall be provided by the
9 Contractor as requested by the Engineer. Failure by the Contractor to provide the
10 requested traffic control will result in forfeiture of the request for cores. When the CPF for
11 the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will
12 be deducted from any monies due or that may become due the Contractor under the
13 Contract at the rate of $200 per core and the Contractor shall pay for the cost of the
14 traffic control.
15
16 5-04.3(10)A HMA Compaction —General Compaction Requirements
17 Compaction shall take place when the mixture is in the proper condition so that no undue
18 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction
19 equipment shall be compacted by other mechanical means. Any HMA that becomes
20 loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way
21 defective, shall be removed and replaced with new hot mix that shall be immediately
22 compacted to conform to the surrounding area.
23
24 The type of rollers to be used and their relative position in the compaction sequence
25 shall generally be the Contractor's option, provided the specified densities are attained.
26 Unless the Engineer has approved otherwise, rollers shall only be operated in the static
27 mode when the internal temperature of the mix is less than 175°F. Regardless of mix
28 temperature, a roller shall not be operated in a mode that results in checking or cracking
29 of the mat. Rollers shall only be operated in static mode on bridge decks.
30
31 5-04.3(10)B HMA Compaction —Cyclic Density
32 Low cyclic density areas are defined as spots or streaks in the pavement that are less
33 than 90 percent of the theoretical maximum density. At the Engineer's discretion, the
34 Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will
35 follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for
36 any 500-foot section with two or more density readings below 90 percent of the
37 theoretical maximum density.
38
39 5-04.3(10)C Vacant
40
41 5-04.3(10)D HMA Nonstatistical Compaction
42
43 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots
44 HMA compaction which is accepted by nonstatistical evaluation will be based on
45 acceptance testing performed by the Contracting Agency dividing the project into
46 compaction lots.
47
CITYWIDE ASPHALT REPAIR
2022A 36 Page111
1 A lot is represented by randomly selected samples of the same mix design that will be
2 tested for acceptance. A lot is defined as the total quantity of material or work produced
3 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be
4 equal to one day's production or 400 tons, whichever is less except that the final sublot
5 will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction
6 will be at the rate of 5 tests per sublot per WSDOT T 738.
8 The sublot locations within each density lot will be determined by the Engineer. For a lot
9 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request
10 after the Engineer is satisfied that material conforming to the Specifications can be
11 produced.
12
13 HMA mixture accepted by commercial evaluation and HMA constructed under conditions
14 other than those listed above shall be compacted on the basis of a test point evaluation
15 of the compaction train. The test point evaluation shall be performed in accordance with
16 instructions from the Engineer. The number of passes with an approved compaction
17 train, required to attain the maximum test point density, shall be used on all subsequent
18 paving.
19
20 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel
21 ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the
22 Engineer.
23
24 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing
25 The location of the HMA compaction acceptance tests will be randomly selected by the
26 Engineer from within each sublot, with one test per sublot.
27
28 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments
29 For each compaction lot with one or two sublots, having all sublots attain a relative
30 density that is 92 percent of the reference maximum density the HMA shall be accepted
31 at the unit Contract price with no further evaluation. When a sublot does not attain a
32 relative density that is 92 percent of the reference maximum density, the lot shall be
33 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The
34 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will
35 be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF
36 lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by
37 either a nuclear moisture -density gauge or cores will be completed as required to provide
38 a minimum of three tests for evaluation.
39
40 For compaction below the required 92% a Non -Conforming Compaction Factor (NCCF)
41 will be determined. The NCCF equals the algebraic difference of CPF minus 1.00
42 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the
43 product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit
44 Contract price per ton of mix.
45
46 5-04.3(11) Reject Work
47
48 5-04.3(11)A Reject Work General
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1 Work that is defective or does not conform to Contract requirements shall be rejected.
2 The Contractor may propose, in writing, alternatives to removal and replacement of
3 rejected material. Acceptability of such alternative proposals will be determined at the
4 sole discretion of the Engineer. HMA that has been rejected is subject to the
5 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit
6 a corrective action proposal to the Engineer for approval.
7
8 5-04.3(11)B Rejection by Contractor
9 The Contractor may, prior to sampling, elect to remove any defective material and
10 replace it with new material. Any such new material will be sampled, tested, and
11 evaluated for acceptance.
12
13 5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
14 The Engineer may, without sampling, reject any batch, load, or section of Roadway that
15 appears defective. Material rejected before placement shall not be incorporated into the
16 pavement. Any rejected section of Roadway shall be removed.
17
18 No payment will be made for the rejected materials or the removal of the materials
19 unless the Contractor requests that the rejected material be tested. If the Contractor
20 elects to have the rejected material tested, a minimum of three representative samples
21 will be obtained and tested. Acceptance of rejected material will be based on
22 conformance with the nonstatistical acceptance Specification. If the CPF for the rejected
23 material is less than 0.75, no payment will be made for the rejected material; in addition,
24 the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater
25 than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting
26 Agency. If the material is rejected before placement and the CPF is greater than or equal
27 to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection
28 occurs after placement and the CPF is greater than or equal to 0.75, compensation for
29 the rejected material will be at the calculated CPF with an addition of 25 percent of the
30 unit Contract price added for the cost of removal and disposal.
31
32 5-04.3(11)D Rejection -A Partial Sublot
33 In addition to the random acceptance sampling and testing, the Engineer may also
34 isolate from a normal sublot any material that is suspected of being defective in relative
35 density, gradation or asphalt binder content. Such isolated material will not include an
36 original sample location. A minimum of three random samples of the suspect material will
37 be obtained and tested. The material will then be statistically evaluated as an
38 independent lot in accordance with Section 1-06.2(2).
39
40 5-04.3(11)E Rejection -An Entire Sublot
41 An entire sublot that is suspected of being defective may be rejected. When a sublot is
42 rejected a minimum of two additional random samples from this sublot will be obtained.
43 These additional samples and the original sublot will be evaluated as an independent lot
44 in accordance with Section 1-06.2(2).
45
46 5-04.3(11)F Rejection -A Lot in Progress
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1 The Contractor shall shut down operations and shall not resume HMA placement until
2 such time as the Engineer is satisfied that material conforming to the Specifications can
3 be produced:
4
5 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and
6 the Contractor is taking no corrective action, or
7 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below
8 0.95 and the Contractor is taking no corrective action, or
9 3. When either the PFi for any constituent or the CPF of a lot in progress is less
10 than 0.75.
11
12 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
13 An entire lot with a CPF of less than 0.75 will be rejected.
14
15 5-04.3(12) Joints
16
17 5-04.3(12)A HMA Joints
18
19 5-04.3(12)A1 Transverse Joints
20 The Contractor shall conduct operations such that the placing of the top or wearing
21 course is a continuous operation or as close to continuous as possible. Unscheduled
22 transverse joints will be allowed and the roller may pass over the unprotected end of the
23 freshly laid mixture only when the placement of the course must be discontinued for such
24 a length of time that the mixture will cool below compaction temperature. When the Work
25 is resumed, the previously compacted mixture shall be cut back to produce a slightly
26 beveled edge for the full thickness of the course.
27
28 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a
29 transverse joint as a result of paving or planing is open to traffic. The HMA in the
30 temporary wedge shall be separated from the permanent HMA by strips of heavy
31 wrapping paper or other methods approved by the Engineer. The wrapping paper shall
32 be removed and the joint trimmed to a slightly beveled edge for the full thickness of the
33 course prior to resumption of paving.
34
35 The material that is cut away shall be wasted and new mix shall be laid against the cut.
36 Rollers or tamping irons shall be used to seal the joint.
37
38 5-04.3(12)A2 Longitudinal Joints
39 The longitudinal joint in any one course shall be offset from the course immediately
40 below by not more than 6 inches nor less than 2 inches. All longitudinal joints
41 constructed in the wearing course shall be located at a lane line or an edge line of the
42 Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in
43 the wearing surface of new HMA unless otherwise approved by the Engineer. The
44 notched wedge joint shall have a vertical edge of not less than the maximum aggregate
45 size or more than'/2 of the compacted lift thickness and then taper down on a slope not
46 steeper than 4H:1 V. The sloped portion of the HMA notched wedge joint shall be
47 uniformly compacted.
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2 5-04.3(12)B Bridge Paving Joint Seals
3
4 5-04.3(12)B1 HMA Sawcut and Seal
5 Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends
6 of the bridge paving joint seals to be placed at the bridge ends, and at interior joints
7 within the bridge deck when and where shown in the Plans. Establish the sawcut
8 alignment points in a manner that they remain functional for use in aligning the sawcut
9 after placing the overlay.
10
11 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application
12 procedure.
13
14 Construct the bridge paving joint seal as specified ion the Plans and in accordance with
15 the detail shown in the Standard Plans. Construct the sawcut in accordance with the
16 detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-
17 05.3(8)B and the manufacturer's application procedure.
18
19 5-04.3(12)B2 Paved Panel Joint Seal
20 Construct the paved panel joint seal in accordance with the requirements specified in
21 section 5-04.3(12)B1 and the following requirement:
22
23 1. Clean and seal the existing joint between concrete panels in accordance with
24 Section 5-01.3(8) and the details shown in the Standard Plans.
25
26 5-04.3(13) Surface Smoothness
27 The completed surface of all courses shall be of uniform texture, smooth, uniform as to
28 crown and grade, and free from defects of all kinds. The completed surface of the
29 wearing course shall not vary more than % inch from the lower edge of a 10-foot
30 straightedge placed on the surface parallel to the centerline. The transverse slope of the
31 completed surface of the wearing course shall vary not more than 114 inch in 10 feet from
32 the rate of transverse slope shown in the Plans.
33
34 When deviations in excess of the above tolerances are found that result from a high
35 place in the HMA, the pavement surface shall be corrected by one of the
36 following methods:
QFA
38 1. Removal of material from high places by grinding with an approved grinding
39 machine, or
40 2. Removal and replacement of the wearing course of HMA, or
41 3. By other method approved by the Engineer.
42
43 Correction of defects shall be carried out until there are no deviations anywhere greater
44 than the allowable tolerances.
45
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1 Deviations in excess of the above tolerances that result from a low place in the HMA and
2 deviations resulting from a high place where corrective action, in the opinion of the
3 Engineer, will not produce satisfactory results will be accepted with a price adjustment.
4 The Engineer shall deduct from monies due or that may become due to the Contractor
5 the sum of $500.00 for each and every section of single traffic lane 100 feet in length in
6 which any excessive deviations described above are found.
7
8 When utility appurtenances such as manhole covers and valve boxes are located in the
9 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to
10 paving. This requirement may be waived when requested by the Contractor, at the
11 discretion of the Engineer or when the adjustment details provided in the project plan or
12 specifications call for utility appurtenance adjustments after the completion of paving.
13
14 Utility appurtenance adjustment discussions will be included in the Pre -Paving planning
15 (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior
16 to the start of paving.
17
18 5-04.3(14) Planing (Milling) Bituminous Pavement
19 The planning plan must be approved by the Engineer and a pre planning meeting must
20 be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on
21 planning submittals.
22
23 Locations of existing surfacing to be planed are as shown in the Drawings.
24
25 Where planing an existing pavement is specified in the Contract, the Contractor must
26 remove existing surfacing material and to reshape the surface to remove irregularities.
27 The finished product must be a prepared surface acceptable for receiving an HMA
28 overlay.
29
30 Use the cold milling method for planing unless otherwise specified in the Contract. Do
31 not use the planer on the final wearing course of new HMA.
32
33 Conduct planing operations in a manner that does not tear, break, burn, or otherwise
34 damage the surface which is to remain. The finished planed surface must be slightly
35 grooved or roughened and must be free from gouges, deep grooves, ridges, or other
36 imperfections. The Contractor must repair any damage to the surface by the Contractor's
37 planing equipment, using an Engineer approved method.
38
39 Repair or replace any metal castings and other surface improvements damaged by
40 planing, as determined by the Engineer.
41
42 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a
43 minimum of 4 inches of curb reveal after placement and compaction of the final wearing
44 course. The dimensions of the wedge must be as shown on the Drawings or as specified
45 by the Engineer.
46
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1 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces
2 (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line
3 with vertical faces 2 inches or more in height, producing a smooth transition to the
4 existing adjoining pavement.
5
6 After planing is complete, planed surfaces must be swept, cleaned, and if required by the
7 Contract, patched and preleveled.
8
9 The Engineer may direct additional depth planing. Before performing this additional
10 depth planing, the Contractor must conduct a hidden metal in pavement detection survey
11 as specified in Section 5-04.3(14)A.
12
13 5-04.3(14)A Pre -Planing Metal Detection Check
14 Before starting planing of pavements, and before any additional depth planing required
15 by the Engineer, the Contractor must conduct a physical survey of existing pavement to
16 be planed with equipment that can identify hidden metal objects.
17
18 Should such metal be identified, promptly notify the Engineer.
19
20 See Section 1-07.16(1) regarding the protection of survey monumentation that may be
21 hidden in pavement.
22
23 The Contractor is solely responsible for any damage to equipment resulting from the
24 Contractor's failure to conduct a pre -planing metal detection survey, or from the
25 Contractor's failure to notify the Engineer of any hidden metal that is detected.
26
27 5-04.3(14)B Paving and Planing Under Traffic
28
29 5-04.3(14)B1 General
30 In addition the requirements of Section 1-07.23 and the traffic controls required in
31 Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the
32 Contractor must comply with the following:
33
34 1. Intersections:
35 a. Keep intersections open to traffic at all times, except when paving or planing
36 operations through an intersection requires closure. Such closure must be kept
37 to the minimum time required to place and compact the HMA mixture, or plane
38 as appropriate. For paving, schedule such closure to individual lanes or portions
39 thereof that allows the traffic volumes and schedule of traffic volumes required in
40 the approved traffic control plan. Schedule work so that adjacent intersections
41 are not impacted at the same time and comply with the traffic control restrictions
42 required by the Traffic Engineer. Each individual intersection closure or partial
43 closure, must be addressed in the traffic control plan, which must be submitted
44 to and accepted by the Engineer, see Section 1-10.2(2).
45 b. When planing or paving and related construction must occur in an
46 intersection, consider scheduling and sequencing such work into quarters of the
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1 intersection, or half or more of an intersection with side street detours. Be
2 prepared to sequence the work to individual lanes or portions thereof.
3 c. Should closure of the intersection in its entirety be necessary, and no trolley
4 service is impacted, keep such closure to the minimum time required to place
5 and compact the HMA mixture, plane, remove asphalt, tack coat, and as
6 needed.
7 d. Any work in an intersection requires advance warning in both signage and a
8 number of Working Days advance notice as determined by the Engineer, to alert
9 traffic and emergency services of the intersection closure or partial closure.
10 e. Allow new compacted HMA asphalt to cool to ambient temperature before
11 any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until
12 approval has been obtained from the Engineer.
13 2. Temporary centerline marking, post -paving temporary marking, temporary stop
14 bars, and maintaining temporary pavement marking must comply with Section
15 8-23.
16 3. Permanent pavement marking must comply with Section 8-22.
17
18 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan
19 The Contractor must submit a separate planing plan and a separate paving plan to the
20 Engineer at least 5 Working Days in advance of each operation's activity start date.
21 These plans must show how the moving operation and traffic control are coordinated, as
22 they will be discussed at the pre -planing briefing and pre -paving briefing. When
23 requested by the Engineer, the Contractor must provide each operation's traffic control
24 plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of
25 operation and sufficient detail of traffic beyond the area of operation where detour traffic
26 may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be
27 changed if the Engineer agrees sufficient detail is shown.
28
29 The planing operation and the paving operation include, but are not limited to, metal
30 detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying,
31 staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at
32 the briefing.
33
34 When intersections will be partially or totally blocked, provide adequately sized and
35 noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in
36 advance. The traffic control plan must show where police officers will be stationed when
37 signalization is or may be, countermanded, and show areas where flaggers are
38 proposed.
39
40 At a minimum, the planing and the paving plan must include:
41
42 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each
43 day's traffic control as it relates to the specific requirements of that day's planing
44 and paving. Briefly describe the sequencing of traffic control consistent with the
45 proposed planing and paving sequence, and scheduling of placement of
46 temporary pavement markings and channelizing devices after each day's planing,
47 and paving.
48 2. A copy of each intersection's traffic control plan.
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1 3. Haul routes from Supplier facilities, and locations of temporary parking and
2 staging areas, including return routes. Describe the complete round trip as it
3 relates to the sequencing of paving operations.
4 4. Names and locations of HMA Supplier facilities to be used.
5 5. List of all equipment to be used for paving.
6 6. List of personnel and associated job classification assigned to each piece of
7 paving equipment.
8 7. Description (geometric or narrative) of the scheduled sequence of planing and of
9 paving, and intended area of planing and of paving for each day's work, must
10 include the directions of proposed planing and of proposed paving, sequence of
11 adjacent lane paving, sequence of skipped lane paving, intersection planing and
12 paving scheduling and sequencing, and proposed notifications and coordinations
13 to be timely made. The plan must show HMA joints relative to the final pavement
14 marking lane lines.
15 8. Names, job titles, and contact information for field, office, and plant supervisory
16 personnel.
17 9. A copy of the approved Mix Designs.
18 10. Tonnage of HMA to be placed each day.
19 11. Approximate times and days for starting and ending daily operations.
20
21 5-04.3(14)B3 Pre -Paving and Pre -Planing Briefing
22 At least 2 Working Days before the first paving operation and the first planing operation,
23 or as scheduled by the Engineer for future paving and planing operations to ensure the
24 Contractor has adequately prepared for notifying and coordinating as required in the
25 Contract, the Contractor must be prepared to discuss that day's operations as they relate
26 to other entities and to public safety and convenience, including driveway and business
27 access, garbage truck operations, Metro transit operations and working around
28 energized overhead wires, school and nursing home and hospital and other accesses,
29 other contractors who may be operating in the area, pedestrian and bicycle traffic, and
30 emergency services. The Contractor, and Subcontractors that may be part of that day's
31 operations, must meet with the Engineer and discuss the proposed operation as it
32 relates to the submitted planing plan and paving plan, approved traffic control plan, and
33 public convenience and safety. Such discussion includes, but is not limited to:
34
35 1. General for both Paving Plan and for Planing Plan:
36 a. The actual times of starting and ending daily operations.
37 b. In intersections, how to break up the intersection, and address traffic control
38 and signalization for that operation, including use of peace officers.
39 c. The sequencing and scheduling of paving operations and of planing operations,
40 as applicable, as it relates to traffic control, to public convenience and safety,
41 and to other con -tractors who may operate in the Project Site.
42
d. Notifications required of Contractor activities, and coordinating with other
43
entities and the public as necessary.
44
e. Description of the sequencing of installation and types of temporary pavement
45
markings as it relates to planning and to paving.
46
f. Description of the sequencing of installation of, and the removal of, temporary
47
pavement patch material around exposed castings and as may be needed
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1 g. Description of procedures and equipment to identify hidden metal in the
2 pavement, such as survey monumentation, monitoring wells, street car rail, and
3 castings, before planning, see Section 5-04.3(14)B2.
4 h. Description of how flaggers will be coordinated with the planing, paving, and
5 related operations.
6 i. Description of sequencing of traffic controls for the process of rigid pavement
7 base repairs.
8 j. Other items the Engineer deems necessary to address.
9 2. Paving — additional topics:
10 a. When to start applying tack and coordinating with paving.
11 b. Types of equipment and numbers of each type equipment to be used. If more
12 pieces of equipment than personnel are proposed, describe the sequencing of
13 the personnel operating the types of equipment. Discuss the continuance of
14 operator personnel for each type equipment as it relates to meeting
15 Specification requirements.
16 c. Number of JMFs to be placed, and if more than one JMF how the Contractor
17 will ensure different JMFs are distinguished, how pavers and MTVs are
18 distinguished if more than one JMF is being placed at the time, and how
19 pavers and MTVs are cleaned so that one JMF does not adversely influence
20 the other JMF.
21 d. Description of contingency plans for that day's operations such as equipment
22 breakdown, rain out, and Supplier shutdown of operations.
23 e. Number of sublots to be placed, sequencing of density testing, and other
24 sampling and testing.
25
26 5-04.3(15) Sealing Pavement Surfaces
27 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with
28 Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to
29 opening to traffic.
30
31 5-04.3(16) HMA Road Approaches
32 HMA approaches shall be constructed at the locations shown in the Plans or where
33 staked by the Engineer. The Work shall be performed in accordance with Section 5-04.
34
35 5-04.4 Measurement
36 HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will
37 be measured by the ton in accordance with Section 1-09.2, with no deduction being
38 made for the weight of asphalt binder, mineral filler, or any other component of the
39 mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-
40 04.3(11), the material removed will not be measured.
41
42 Roadway cores will be measured per each for the number of cores taken.
43
44 Preparation of untreated roadway will be measured by the mile once along the centerline
45 of the main line Roadway. No additional measurement will be made for ramps, Auxiliary
46 Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest
47 0.01 mile.
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Soil residual herbicide will be measured by the mile for the stated width to the nearest
0.01 mile or by the square yard, whichever is designated in the Proposal.
Pavement repair excavation will be measured by the square yard of surface marked prior
to excavation.
Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2.
Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton,
whichever is designated in the Proposal.
Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4.
Longitudinal joint seals between the HMA and cement concrete pavement will be
measured by the linear foot along the line and slope of the completed joint seal.
Planing bituminous pavement will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section
8-23.4.
Water will be measured by the M gallon as provided in Section 2-07.4.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the
Proposal:
"HMA Cl. PG ", per ton.
"HMA for Approach Cl. PG ", per ton.
"HMA for Preleveling Cl. PG ", per ton.
"HMA for Pavement Repair Cl. PG ", per ton.
"Commercial HMA", per ton.
The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl.
PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. PG
", and "Commercial HMA" shall be full compensation for all costs, including anti -
stripping additive, incurred to carry out the requirements of Section 5-04 except for those
costs included in other items which are included in this Subsection and which are
included in the Proposal.
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2 "Preparation of Untreated Roadway", per mile.
3
4 The unit Contract price per mile for "Preparation of Untreated Roadway" shall be full pay
5 for all Work described under 5-04.3(4) , with the exception, however, that all costs
6 involved in patching the Roadway prior to placement of HMA shall be included in the unit
7 Contract price per ton for "HMA Cl. PG " which was used for patching. If the
8 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the
9 Roadway shall be prepared as specified, but the Work shall be included in the Contract
10 prices of the other items of Work.
11
12 "Preparation of Existing Paved Surfaces", per mile.
13
14 The unit Contract Price for "Preparation of Existing Paved Surfaces" shall be full pay for
15 all Work described under Section 5-04.3(4) with the exception, however, that all costs
16 involved in patching the Roadway prior to placement of HMA shall be included in the unit
17 Contract price per ton for "HMA Cl. PG " which was used for patching. If the
18 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the
19 Roadway shall be prepared as specified, but the Work shall be included in the Contract
20 prices of the other items of Work.
21
22 "Crack Sealing", by force account.
23
24 "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. For the
25 purpose of providing a common Proposal for all Bidders, the Contracting Agency has
26 entered an amount in the Proposal to become a part of the total Bid by the Contractor.
27
28 "Pavement Repair Excavation Incl. Haul", per square yard.
29
30 The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul"
31 shall be full payment for all costs incurred to perform the Work described in Section 5-
32 04.3(4) with the exception, however, that all costs involved in the placement of HMA
33 shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl.
34 PG ", per ton.
35
36 "Asphalt for Prime Coat", per ton.
37
38 The unit Contract price per ton for "Asphalt for Prime Coat" shall be full payment for all
39 costs incurred to obtain, provide and install the material in accordance with Section 5-
40 04.3(4).
41
42 "Prime Coat Agg.", per cubic yard, or per ton.
43
44 The unit Contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay
45 for furnishing, loading, and hauling aggregate to the place of deposit and spreading the
46 aggregate in the quantities required by the Engineer.
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"Asphalt for Fog Seal", per ton.
Payment for "Asphalt for Fog Seal" is described in Section 5-02.5.
"Longitudinal Joint Seal", per linear foot.
The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment
for all costs incurred to perform the Work described in Section 5-04.3(12).
"Planing Bituminous Pavement", per square yard.
The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full
payment for all costs incurred to perform the Work described in Section 5-04.3(14).
"Temporary Pavement Marking", per linear foot.
Payment for "Temporary Pavement Marking" is described in Section 8-23.5.
"Water", per M gallon.
Payment for "Water" is described in Section 2-07.5.
"Job Mix Compliance Price Adjustment", by calculation.
"Job Mix Compliance Price Adjustment" will be calculated and paid for as described in
Section 5-04.3(9)C6.
"Compaction Price Adjustment", by calculation.
"Compaction Price Adjustment" will be calculated and paid for as described in Section 5-
04..3(10)D3.
"Roadway Core", per each.
The Contractor's costs for all other Work associated with the coring (e.g., traffic control)
shall be incidental and included within the unit Bid price per each and no additional
payments will be made.
"Cyclic Density Price Adjustment", by calculation.
"Cyclic Density Price Adjustment" will be calculated and paid for as described in Section
5-04.3(10)B.
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1 5-04 Hot Mix Asphalt
2 (July 18, 2018 APWA GSP)
3
4 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5
6 5-04.1 Description
7 This Work shall consist of providing and placing one or more layers of plant -mixed hot
8 mix asphalt (HMA) on a prepared foundation or base in accordance with these
9 Specifications and the lines, grades, thicknesses, and typical cross -sections shown
10 in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes
11 in accordance with these Specifications. WMA processes include organic additives,
12 chemical additives, and foaming.
13
14 HMA shall be composed of asphalt binder and mineral materials as may be required,
15 mixed in the proportions specified to provide a homogeneous, stable,
16 and workable mixture.
17
18 5-04.2 Materials
19 Materials shall meet the requirements of the following sections:
20 Asphalt Binder 9-02.1(4)
21 Cationic Emulsified Asphalt 9-02.1(6)
22 Anti -Stripping Additive 9-02.4
23 HMA Additive 9-02.5
24
Aggregates
9-03.8
25
Recycled Asphalt Pavement
9-03.8(3)B
26
Mineral Filler
9-03.8(5)
27
Recycled Material
9-03.21
28
Portland Cement
9-01
29
Sand
9-03.1(2)
30
(As noted in 5-04.3(5)C for crack sealing)
31
Joint Sealant
9-04.2
32
Foam Backer Rod
9-04.2(3)A
33 The Contract documents may establish that the various mineral materials required for
34 the manufacture of HMA will be furnished in whole or in part by the Contracting Agency.
35 If the documents do not establish the furnishing of any of these mineral materials by the
36 Contracting Agency, the Contractor shall be required to furnish such materials in the
37 amounts required for the designated mix. Mineral materials include coarse and fine
38 aggregates, and mineral filler.
39
40 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production
41 of HMA. The RAP may be from pavements removed under the Contract, if any, or
42 pavement material from an existing stockpile.
43
44 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional
45 sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of
46 one sample for every 1,000 tons produced and not less than ten samples per project.
47 The asphalt content and gradation test data shall be reported to the Contracting Agency
CITYWIDE ASPHALT REPAIR
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1 when submitting the mix design for approval on the QPL. The Contractor shall include
2 the RAP as part of the mix design as defined in these Specifications.
3
4 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt
5 binder from different sources is not permitted.
6
7 The Contractor may only use warm mix asphalt (WMA) processes in the production of
8 HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to
9 the Engineer for approval the process that is proposed and how it will be used in the
10 manufacture of HMA.
11
12 Production of aggregates shall comply with the requirements of Section 3-01.
13 Preparation of stockpile site, the stockpiling of aggregates, and the removal of
14 aggregates from stockpiles shall comply with the requirements of Section 3-02.
15
16 5-04.2(1) How to Get an HMA Mix Design on the QPL
17 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List
18 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1).
19
20 5-04.2(1)A Vacant
21
22 5-04.2(2) Mix Design — Obtaining Project Approval
23 No paving shall begin prior to the approval of the mix design by the Engineer.
24
25 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA
26 in the contract documents.
27
28 Commercial evaluation will be used for Commercial HMA and for other classes of HMA
29 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,
30 gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted
31 by commercial evaluation shall be as approved by the Project Engineer. Sampling and
32 testing of HMA accepted by commercial evaluation will be at the option of the Project
33 Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will
34 be excluded from the quantities used in the determination of nonstatistical evaluation.
35
36 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor
37 shall provide one of the following mix design verification certifications for Contracting
38 Agency review;
39
40 • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or
41 one of the mix design verification certifications listed below.
42 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and
43 certification (stamp & sig-nature) of a valid licensed Washington State
44 Professional Engineer.
45 • The Mix Design Report for the proposed HMA mix design developed by a
46 qualified City or County laboratory that is within one year of the approval date.**
47
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1 The mix design shall be performed by a lab accredited by a national authority such as
2 Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The
3 Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO
4 Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO:
5 resource proficiency sample program.
6
7 Mix designs for HMA accepted by Nonstatistical evaluation shall;
8
9 Have the aggregate structure and asphalt binder content determined in
10 accordance with WSDOT Standard Operating Procedure 732 and meet the
11 requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and
12 stripping are at the discretion of the Engineer, and 9-03.8(6).
13 Have anti -strip requirements, if any, for the proposed mix design determined in
14 accordance with AASHTO T 283 or T 324, or based on historic anti -strip and
15 aggregate source compatibility from previous WSDOT lab testing.
16
17 At the discretion of the Engineer, agencies may accept verified mix designs older than 12
18 months from the original verification date with a certification from the Contractor that the
19 materials and sources are the same as those shown on the original mix design.
20
21 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be
22 based on a review of the Contractor's submittal of WSDOT Form 350-042 (For
23 commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the
24 current WSDOT QPL or from one of the processes allowed by this section. Testing of the
25 HMA by the Contracting Agency for mix design approval is not required.
26
27 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and
28 design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use.
29
30 5-04.2(2)B Using Warm Mix Asphalt Processes
31 The Contractor may elect to use additives that reduce the optimum mixing temperature
32 or serve as a compaction aid for producing HMA. Additives include organic additives,
33 chemical additives and foaming processes. The use of Additives is subject to the
34 following:
35
36 • Do not use additives that reduce the mixing temperature more than allowed in
37 Section 5-04.3(6) in the production of mixtures.
38 • Before using additives, obtain the Engineer's approval using WSDOT Form 350-
39 076 to describe the proposed additive and process.
40
41 5-04.3 Construction Requirements
42
43 5-04.3(1) Weather Limitations
44 Do not place HMA for wearing course on any Traveled Way beginning October 1 st
45 through March 31 st of the following year without written concurrence from the Engineer.
46
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1
2
3
4
5
6
7
8
9
10
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
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section
shall apply.
11 The Contractor shall keep intersections open to traffic at all times except when paving
12 the intersection or paving across the intersection. During such time, and provided that
13 there has been an advance warning to the public, the intersection may be closed for the
14 minimum time required to place and compact the mixture. In hot weather, the Engineer
15 may require the application of water to the pavement to accelerate the finish rolling of the
16 pavement and to shorten the time required before reopening to traffic.
17
18 Before closing an intersection, advance warning signs shall be placed and signs shall
19 also be placed marking the detour or alternate route.
20
21 During paving operations, temporary pavement markings shall be maintained throughout
22 the project. Temporary pavement markings shall be installed on the Roadway prior to
23 opening to traffic. Temporary pavement markings shall be in accordance with Section 8-
24 23.
25
26 All costs in connection with performing the Work in accordance with these requirements,
27 except the cost of temporary pavement markings, shall be included in the unit Contract
28 prices for the various Bid items involved in the Contract.
29
30 5-04.3(3) Equipment
31
32 5-04.3(3)A Mixing Plant
33 Plants used for the preparation of HMA shall conform to the following requirements:
34
35 6. Equipment for Preparation of Asphalt Binder — Tanks for the storage of
36 asphalt binder shall be equipped to heat and hold the material at the required
37 temperatures. The heating shall be accomplished by steam coils, electricity, or
38 other approved means so that no flame shall be in contact with the storage tank.
39 The circulating system for the asphalt binder shall be designed to ensure proper
CITYWIDE ASPHALT REPAIR
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52
Page127
1 and continuous circulation during the operating period. A valve for the purpose of
2 sampling the asphalt binder shall be placed in either the storage tank or in the
3 supply line to the mixer.
4 7. Thermometric Equipment — An armored thermometer, capable of detecting
5 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder
6 feed line at a location near the charging valve at the mixer unit. The thermometer
7 location shall be convenient and safe for access by Inspectors. The plant shall
8 also be equipped with an approved dial -scale thermometer, a mercury actuated
9 thermometer, an electric pyrometer, or another approved thermometric
10 instrument placed at the discharge chute of the drier to automatically register or
11 indicate the temperature of the heated aggregates. This device shall be in full
12 view of the plant operator.
13 8. Heating of Asphalt Binder — The temperature of the asphalt binder shall not
14 exceed the maximum recommended by the asphalt binder manufacturer nor shall
15 it be below the minimum temperature required to maintain the asphalt binder in a
16 homogeneous state. The asphalt binder shall be heated in a manner that will
17 avoid local variations in heating. The heating method shall provide a continuous
18 supply of asphalt binder to the mixer at a uniform average temperature with no
19 individual variations exceeding 25°F. Also, when a WMA additive is included in
20 the asphalt binder, the temperature of the asphalt binder shall not exceed the
21 maximum recommended by the manufacturer of the WMA additive.
22 9. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped
23 with a mechanical sampler for the sampling of the mineral materials. The
24 mechanical sampler shall meet the requirements of Section 1-05.6 for the
25 crushing and screening operation. The Contractor shall provide for the setup and
26 operation of the field testing facilities of the Contracting Agency as provided for in
27 Section 3-01.2(2).
28 10. Sampling HMA — The HMA plant shall provide for sampling HMA by one of
29 the following methods:
30 a. A mechanical sampling device attached to the HMA plant.
31 b. Platforms or devices to enable sampling from the hauling vehicle without
32 entering the hauling vehicle.
33
34 5-04.3(3)B Hauling Equipment
35 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a
36 cover of canvas or other suitable material of sufficient size to protect the mixture from
37 adverse weather. Whenever the weather conditions during the work shift include, or are
38 forecast to include, precipitation or an air temperature less than 450F or when time from
39 loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect
40 the HMA.
41
42 The contractor shall provide an environmentally benign means to prevent the HMA
43 mixture from adhering to the hauling equipment. Excess release agent shall be drained
44 prior to filling hauling equipment with HMA. Petroleum derivatives or other coating
45 material that contaminate or alter the characteristics of the HMA shall not be used. For
46 live bed trucks, the conveyer shall be in operation during the process of applying the
47 release agent.
48
49 5-04.3(3)C Pavers
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1 HMA pavers shall be self-contained, power -propelled units, provided with an internally
2 heated vibratory screed and shall be capable of spreading and finishing courses of HMA
3 plant mix material in lane widths required by the paving section shown in the Plans.
4
5 The HMA paver shall be in good condition and shall have the most current equipment
6 available from the manufacturer for the prevention of segregation of the HMA mixture
7 installed, in good condition, and in working order. The equipment certification shall list
8 the make, model, and year of the paver and any equipment that has been retrofitted.
9
10 The screed shall be operated in accordance with the manufacturer's recommendations
11 and shall effectively produce a finished surface of the required evenness and texture
12 without tearing, shoving, segregating, or gouging the mixture. A copy of the
13 manufacturer's recommendations shall be provided upon request by the Contracting
14 Agency. Extensions will be allowed provided they produce the same results, including
15 ride, density, and surface texture as obtained by the primary screed. Extensions without
16 augers and an internally heated vibratory screed shall not be used in the Traveled Way.
17
18 When specified in the Contract, reference lines for vertical control will be required. Lines
19 shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal
20 control utilizing the reference line will be permitted. The grade and slope for intermediate
21 lanes shall be controlled automatically from reference lines or by means of a mat
22 referencing device and a slope control device. When the finish of the grade prepared for
23 paving is superior to the established tolerances and when, in the opinion of the Engineer,
24 further improvement to the line, grade, cross-section, and smoothness can best be
25 achieved without the use of the reference line, a mat referencing device may be
26 substituted for the reference line. Substitution of the device will be subject to the
27 continued approval of the Engineer. A joint matcher may be used subject to the approval
28 of the Engineer. The reference line may be removed after the completion of the first
29 course of HMA when approved by the Engineer. Whenever the Engineer determines that
30 any of these methods are failing to provide the necessary vertical control, the reference
31 lines will be reinstalled by the Contractor.
32
33 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and
34 accessories necessary for satisfactory operation of the automatic control equipment.
35
36 If the paving machine in use is not providing the required finish, the Engineer may
37 suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled
38 on the pavement shall be thoroughly removed before paving proceeds.
39
40 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
41 A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's
42 approval, unless other -wise required by the contract.
43
44 Where an MTD/V is required by the contract, the Engineer may approve paving without
45 an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable
46 adjustment in cost or time is due.
47
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2022A 54 Page129
1 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and
2 prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a
3 uniform temperature throughout the mixture. If a windrow elevator is used, the length of
4 the windrow may be limited in urban areas or through intersections, at the discretion of
5 the Engineer.
6
7 To be approved for use, an MTV:
8
9 6. Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
10 7. Shall not be connected to the hauling vehicle or paver.
11 8. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
12 9. Shall mix the HMA after delivery by the hauling equipment and prior to
13 placement into the paving machine.
14 10. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
15 mixture.
16
17 To be approved for use, an MTD:
18
19 5. Shall be positively connected to the paver.
20 6. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
21 7. Shall mix the HMA after delivery by the hauling equipment and prior to
22 placement into the paving machine.
23 8. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
24 mixture.
25
26 5-04.3(3)E Rollers
27 Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good
28 condition and capable of reversing without backlash. Operation of the roller shall be in
29 accordance with the manufacturer's recommendations. When ordered by the Engineer
30 for any roller planned for use on the project, the Contractor shall provide a copy of the
31 manufacturer's recommendation for the use of that roller for compaction of HMA. The
32 number and weight of rollers shall be sufficient to compact the mixture in compliance
33 with the requirements of Section 5-04.3(10). The use of equipment that results in
34 crushing of the aggregate will not be permitted. Rollers producing pickup, washboard,
35 uneven compaction of the surface, displacement of the mixture or other undesirable
36 results shall not be used.
37
38 5-04.3(4) Preparation of Existing Paved Surfaces
39 When the surface of the existing pavement or old base is irregular, the Contractor shall
40 bring it to a uniform grade and cross-section as shown on the Plans or approved by the
41 Engineer.
42
43 Preleveling of uneven or broken surfaces over which HMA is to be placed may be
44 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as
45 approved by the Engineer.
46
CITYWIDE ASPHALT REPAIR
2022A 55 Page 130
1 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may
2 require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to
3 avoid bridging across preleveled areas by the compaction equipment. Equipment used
4 for the compaction of preleveling HMA shall be approved by the Engineer.
5
6 Before construction of HMA on an existing paved surface, the entire surface of the
7 pavement shall be clean. All fatty asphalt patches, grease drippings, and other
8 objectionable matter shall be entirely removed from the existing pavement. All
9 pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement
10 grindings, and other foreign matter. All holes and small depressions shall be filled with an
11 appropriate class of HMA. The surface of the patched area shall be leveled and
12 compacted thoroughly. Prior to the application of tack coat, or paving, the condition of
13 the surface shall be approved by the Engineer.
14
15 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA
16 is to be placed or abutted; except that tack coat may be omitted from clean, newly paved
17 surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover
18 the existing pavement with a thin film of residual asphalt free of streaks and bare spots at
19 a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of
20 application shall be approved by the Engineer. A heavy application of tack coat shall be
21 applied to all joints. For Roadways open to traffic, the application of tack coat shall be
22 limited to surfaces that will be paved during the same working shift. The spreading
23 equipment shall be equipped with a thermometer to indicate the temperature of the tack
24 coat material.
25
26 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If
27 the Contractor's operation damages the tack coat it shall be repaired prior to placement
28 of the HMA.
29
30 The tack coat shall be CSS-1, or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h
31 emulsified asphalt may be diluted once with water at a rate not to exceed one part water
32 to one part emulsified asphalt. The tack coat shall have sufficient temperature such that
33 it may be applied uniformly at the specified rate of application and shall not exceed the
34 maximum temperature recommended by the emulsified asphalt manufacturer.
35
36 5-04.3(4)A Crack Sealing
37
38 5-04.3(4)A1 General
39 When the Proposal includes a pay item for crack sealing, seal all cracks'/4 inch in width
40 and greater.
41
42 Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign
43 material when filling with crack sealant material. Use a hot compressed air lance to dry
44 and warm the pavement surfaces within the crack immediately prior to filling a crack with
45 the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing
46 cracks is not required.
47
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1 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the
2 components and pour the mixture into the cracks until full. Add additional CSS-1 cationic
3 emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will
4 completely fill the cracks. Strike off the sand slurry flush with the existing pavement
5 surface and allow the mixture to cure. Top off cracks that were not completely filled with
6 additional sand slurry. Do not place the HMA overlay until the slurry has fully cured.
7
8 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt,
9 approximately 2 percent portland cement, water (if required), and the remainder clean
10 Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly
11 mixed and then poured into the cracks and joints until full. The following day, any cracks
12 or joints that are not completely filled shall be topped off with additional sand slurry. After
13 the sand slurry is placed, the filler shall be struck off flush with the existing pavement
14 surface and allowed to cure. The HMA overlay shall not be placed until the slurry has
15 fully cured. The requirements of Section 1-06 will not apply to the portland cement and
16 sand used in the sand slurry.
17
18 In areas where HMA will be placed, use sand slurry to fill the cracks.
19
20 In areas where HMA will not be placed, fill the cracks as follows:
21
22 3. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant.
23 4. Cracks greater than 1 inch in width — fill with sand slurry.
24
25 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the
26 material in accordance with these requirements and the manufacturer's
27 recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product
28 information and recommendations to the Engineer prior to the start of work, including the
29 manufacturer's recommended heating time and temperatures, allowable storage time
30 and temperatures after initial heating, allowable reheating criteria, and application
31 temperature range. Confine hot poured sealant material within the crack. Clean any
32 overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the
33 Contractor's method of sealing the cracks with hot poured sealant results in an excessive
34 amount of material on the pavement surface, stop and correct the operation to eliminate
35 the excess material.
36
37 5-04.3(4)A2 Crack Sealing Areas Prior to Paving
38 In areas where HMA will be placed, use sand slurry to fill the cracks.
39
40 5-04.3(4)A3 Crack Sealing Areas Not to be Paved
41 In areas where HMA will not be placed, fill the cracks as follows:
42
43 C. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant.
44 D. Cracks greater than 1 inch in width — fill with sand slurry.
45
46 5-04.3(4)B Vacant
47
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1 5-04.3(4)C Pavement Repair
2 The Contractor shall excavate pavement repair areas and shall backfill these with HMA
3 in accordance with the details shown in the Plans and as marked in the field. The
4 Contractor shall conduct the excavation operations in a manner that will protect the
5 pavement that is to remain. Pavement not designated to be removed that is damaged as
6 a result of the Contractor's operations shall be repaired by the Contractor to the
7 satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall
8 excavate only within one lane at a time unless approved otherwise by the Engineer. The
9 Contractor shall not excavate more area than can be completely finished during the
10 same shift, unless approved by the Engineer.
11
12 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth
13 of 4 inches. At the outer edges of the roadway, excavation will be 4 to 6 inches, as
14 determined by the engineer, to match existing curb and pavement elevations. The
15 Engineer will make the final determination of the excavation depth required. The
16 minimum width of any pavement repair area shall be 40 inches unless shown otherwise
17 in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be
18 removed by a pavement grinder. Excavated materials will become the property of the
19 Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or
20 used in accordance with Sections 2-02.3(3) or 9-03.21. Additional excavation may be
21 required as directed by the Engineer if the existing base is objectionable. In the case of
22 additional excavation, backfill will be crushed surfacing top course that meets the
23 requirements of section 4-04. Any additional excavation and backfill will be paid as "Extra
24 Excavation and Backfill."
25
26 Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy
27 application of tack coat shall be applied to all surfaces of existing pavement in the
28 pavement repair area.
29
30 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot
31 compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished
32 with the approval of the Engineer. Each lift shall be thoroughly compacted by a
33 mechanical tamper or a roller. Backfill shall be 2 inches of HMA over 2 inches of crushed
34 surfacing top course.
35
36 5-04.3(5) Producing/Stockpiling Aggregates and RAP
37 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02.
38 Sufficient storage space shall be provided for each size of aggregate and RAP. Materials
39 shall be removed from stockpile(s) in a manner to ensure minimal segregation when
40 being moved to the HMA plant for processing into the final mixture. Different aggregate
41 sizes shall be kept separated until they have been delivered to the HMA plant.
42
43 5-04.3(5)A Vacant
44
45 5-04.3(6) Mixing
46 After the required amount of mineral materials, asphalt binder, recycling agent and anti-
47 stripping additives have been introduced into the mixer the HMA shall be mixed until
48 complete and uniform coating of the particles and thorough distribution of the asphalt
49 binder throughout the mineral materials is ensured.
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2 When discharged, the temperature of the HMA shall not exceed the optimum mixing
3 temperature by more than 250F as shown on the reference mix design report or as
4 approved by the Engineer. Also, when a WMA additive is included in the manufacture of
5 HMA, the discharge temperature of the HMA shall not exceed the maximum
6 recommended by the manufacturer of the WMA additive. A maximum water content of 2
7 percent in the mix, at discharge, will be allowed providing the water causes no problems
8 with handling, stripping, or flushing. If the water in the HMA causes any of these
9 problems, the moisture content shall be reduced as directed by the Engineer.
10
11 Storing or holding of the HMA in approved storage facilities will be permitted with
12 approval of the Engineer, but in no event shall the HMA be held for more than 24 hours.
13 HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be
14 disposed of by the Contractor at no expense to the Contracting Agency. The storage
15 facility shall have an accessible device located at the top of the cone or about the third
16 point. The device shall indicate the amount of material in storage. No HMA shall be
17 accepted from the storage facility when the HMA in storage is below the top of the cone
18 of the storage facility, except as the storage facility is being emptied at the end of the
19 working shift.
20
21 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior
22 to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is
23 evidence of the recycled asphalt pavement not breaking down during the heating and
24 mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until
25 changes have been approved by the Engineer. After the required amount of mineral
26 materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into
27 the mixer the HMA shall be mixed until complete and uniform coating of the particles and
28 thorough distribution of the asphalt binder throughout the mineral materials, and RAP is
29 ensured.
Mi
31 5-04.3(7) Spreading and Finishing
32 The mixture shall be laid upon an approved surface, spread, and struck off to the grade
33 and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used
34 to distribute the mixture. Unless otherwise directed by the Engineer, the nominal
35 compacted depth of any layer of any course shall not exceed the following:
36
37 HMA Class 1" 0.35 feet
38 HMA Class %" and HMA Class'/2"
39 wearing course 0.30 feet
40 other courses 0.35 feet
41 HMA Class 3/8" 0.15 feet
42
43 On areas where irregularities or unavoidable obstacles make the use of mechanical
44 spreading and finishing equipment impractical, the paving may be done with other
45 equipment or by hand.
46
47 When more than one JMF is being utilized to produce HMA, the material produced for
48 each JMF shall be placed by separate spreading and compacting equipment. The
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1 intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA
2 placed during a work shift shall conform to a single JMF established for the class of HMA
3 specified unless there is a need to make an adjustment in the JMF.
4
5 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
6 For HMA accepted by nonstatistical evaluation the aggregate properties of sand
7 equivalent, uncompacted void content and fracture will be evaluated in accordance with
8 Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial
9 evaluation will be at the option of the Engineer.
10
11 5-04.3(9) HMA Mixture Acceptance
12 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
13
14 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial
15 Evaluation is specified.
16
17 Commercial evaluation will be used for Commercial HMA and for other classes of HMA
18 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,
19 gores, prelevel, temporary pavement, and pavement repair. Other nonstructural
20 applications of HMA accepted by commercial evaluation shall be as approved by the
21 Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the
22 option of the Engineer.
23
24 The mix design will be the initial JMF for the class of HMA. The Contractor may request a
25 change in the JMF. Any adjustments to the JMF will require the approval of the Engineer
26 and may be made in accordance with this section.
27
28 HMA Tolerances and Adjustments
29 3. Job Mix Formula Tolerances — The constituents of the mixture at the time of
30 acceptance shall be within tolerance. The tolerance limits will be established as
31 follows:
32 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined
33 by adding the tolerances below to the approved JMF values. These values
34 will also be the Upper Specification Limit (USL) and Lower Specification Limit
35 (LSL) required in Section 1-06.2(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
36 For Aggregates in the mixture:
37 c. First, determine preliminary upper and lower acceptance limits by applying the
38 following tolerances to the approved JMF.
Aggregate Percent
Passing
Non -Statistical
Evaluation
Commercial
Evaluation
1 ", 3/4", '/2", and 3/8" sieves
+/- 6%
+/- 8%
No. 4 sieve
+/-6%
+/- 8%
No. 8 Sieve
+/- 6%
+/-8%
No. 200 sieve
+/- 2.0%
+/- 3.0%
39 d. Second, adjust the preliminary upper and lower acceptance limits determined
40 from step (a) the minimum amount necessary so that none of the aggregate
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1 properties are outside the control points in Section 9-03.8(6). The resulting
2 values will be the upper and lower acceptance limits for aggregates, as well as
3 the USL and LSL required in Section 1-06.2(2)D2.
4 4. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or
5 asphalt binder content of the JMF requires approval of the Engineer. Adjustments
6 to the JMF will only be considered if the change produces material of equal or
7 better quality and may require the development of a new mix design if the
8 adjustment exceeds the amounts listed below.
9 a. Aggregates —2 percent for the aggregate passing the 1'/2", 1 ", W '/2" W and
10 the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5
11 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall
12 be within the range of the control points in Section 9-03.8(6).
13 b. Asphalt Binder Content — The Engineer may order or approve changes to
14 asphalt binder content. The maximum adjustment from the approved mix
15 design for the asphalt binder content shall be 0.3 percent
16
17 5-04.3(9)A Vacant
18
19 5-04.3(9)B Vacant
20
21 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation
22 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the
23 Contracting Agency by dividing the HMA tonnage into lots.
24
25 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots
26 A lot is represented by randomly selected samples of the same mix design that will be
27 tested for acceptance. A lot is defined as the total quantity of material or work produced
28 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be
29 equal to one day's production or 800 tons, whichever is less except that the final sublot
30 will be a minimum of 400 tons and may be increased to 1200 tons.
31
32 All of the test results obtained from the acceptance samples from a given lot shall be
33 evaluated collectively. If the Contractor requests a change to the JMF that is approved,
34 the material produced after the change will be evaluated on the basis of the new JMF for
35 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot
36 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request
37 after the Engineer is satisfied that material conforming to the Specifications can be
38 produced.
39
40 Sampling and testing for evaluation shall be performed on the frequency of one sample
41 per sublot.
42
43 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
44 Samples for acceptance testing shall be obtained by the Contractor when ordered by the
45 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer
46 and in accordance with AASH-TO T 168. A minimum of three samples should be taken
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1 for each class of HMA placed on a project. If used in a structural application, at least one
2 of the three samples shall to be tested.
3
4 Sampling and testing HMA in a Structural application where quantities are less than 400
5 tons is at the discretion of the Engineer.
6
7 For HMA used in a structural application and with a total project quantity less than 800
8 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In
9 all cases, a minimum of 3 samples will be obtained at the point of acceptance, a
10 minimum of one of the three samples will be tested for conformance to the JMF:
11
12 • If the test results are found to be within specification requirements, additional
13 testing will be at the Engineer's discretion.
14 • If test results are found not to be within specification requirements, additional
15 testing of the remaining samples to determine a Composite Pay Factor (CPF) shall
16 be performed.
17
18 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing
19 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If
20 tested, compliance of Va will use WSDOT SOP 731.
21
22 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T
23 308.
24
25 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.
26
27 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors
28 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting
29 Agency will determine a Composite Pay Factor (CPF) using the following price
30 adjustment factors:
31
Table of Price Adjustment Factors
Constituent
Factor
'If,,
All aggregate passing: 1'/2", 1", W,'/2", W and
No.4 sieves
2
All aggregate passing No. 8 sieve
15
All aggregate passing No. 200 sieve
20
Asphalt binder
40
Air Voids (Va) (where applicable)
20
32
33 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents
34 falling within the tolerance limits of the job mix formula shall be accepted at the unit
35 Contract price with no further evaluation. When one or more constituents fall outside the
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1 nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment
2 Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the
3 appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the
4 CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup
5 samples of the existing sublots or samples from the Roadway shall be tested to provide
6 a minimum of three sets of results for evaluation.
7
8 5-04.3(9)C5 Vacant
9
10 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments
11 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated
12 CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The
13 NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The
14 total job mix compliance price adjustment will be calculated as the product of the NCMF,
15 the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix.
16
17 If a constituent is not measured in accordance with these Specifications, its individual
18 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
19
20 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
21 The Contractor may request a sublot be retested. To request a retest, the Contractor
22 shall submit a written request within 7 calendar days after the specific test results have
23 been received. A split of the original acceptance sample will be retested. The split of the
24 sample will not be tested with the same tester that ran the original acceptance test. The
25 sample will be tested for a complete gradation analysis, asphalt binder content, and, at
26 the option of the agency, Va. The results of the retest will be used for the acceptance of
27 the HMA in place of the original sublot sample test results. The cost of testing will be
28 deducted from any monies due or that may come due the Contractor under the Contract
29 at the rate of $500 per sample.
30
31 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation
32 If sampled and tested, HMA produced under Commercial Evaluation and having all
33 constituents falling within the tolerance limits of the job mix formula shall be accepted at
34 the unit Contract price with no further evaluation. When one or more constituents fall
35 outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the
36 lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate
37 CPF. The commercial tolerance limits will be used in the calculation of the CPF and the
38 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the
39 existing sublots or samples from the street shall be tested to provide a minimum of three
40 sets of results for evaluation.
41
42 For each lot of HMA mix produced and tested under Commercial Evaluation when the
43 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be
44 determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by
45 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product
46 of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of
47 mix.
48
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1 If a constituent is not measured in accordance with these Specifications, its individual
2 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
3
4 5-04.3(10) HMA Compaction Acceptance
5 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including
6 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a
7 specified compacted course thickness greater than 0.10-foot, shall be compacted to a
8 specified level of relative density. The specified level of relative density shall be a
9 Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with
10 Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density).
11 The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The
12 specified level of density attained will be determined by the evaluation of the density of
13 the pavement. The density of the pavement shall be determined in accordance with
14 WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of
15 the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using
16 cores to determine density.
17
18 Tests for the determination of the pavement density will be taken in accordance with the
19 required procedures for measurement by a nuclear density gauge or roadway cores after
20 completion of the finish rolling.
21
22 If the Contracting Agency uses a nuclear density gauge to determine density the test
23 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the
24 mix is placed and prior to opening to traffic.
25
26 Roadway cores for density may be obtained by either the Contracting Agency or the
27 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches
28 minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by
29 the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166.
30
31 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the
32 Contractor in the presence of the Engineer on the same day the mix is placed and at
33 locations designated by the Engineer. If the Contract does not include the Bid item
34 "Roadway Core" the Contracting Agency will obtain the cores.
35
36 For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's
37 request after the Engineer is satisfied that material conforming to the Specifications can
38 be produced.
39
40 HMA mixture accepted by commercial evaluation and HMA constructed under conditions
41 other than those listed above shall be compacted on the basis of a test point evaluation
42 of the compaction train. The test point evaluation shall be performed in accordance with
43 instructions from the Engineer. The number of passes with an approved compaction
44 train, required to attain the maximum test point density, shall be used on all subsequent
45 paving.
46
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1 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling
2 wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved
3 by the Engineer.
4
5 Test Results
6 For a sublot that has been tested with a nuclear density gauge that did not meet the
7 minimum of 92 percent of the reference maximum density in a compaction lot with a CPF
8 below 1.00 and thus subject to a price reduction or rejection, the Contractor may request
9 that a core be used for determination of the relative density of the sublot. The relative
10 density of the core will replace the relative density determined by the nuclear density
11 gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA
12 compaction lot.
13
14 When cores are taken by the Contracting Agency at the request of the Contractor, they
15 shall be requested by noon of the next workday after the test results for the sublot have
16 been provided or made available to the Contractor. Core locations shall be outside of
17 wheel paths and as determined by the Engineer. Traffic control shall be provided by the
18 Contractor as requested by the Engineer. Failure by the Contractor to provide the
19 requested traffic control will result in forfeiture of the request for cores. When the CPF for
20 the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will
21 be deducted from any monies due or that may become due the Contractor under the
22 Contract at the rate of $200 per core and the Contractor shall pay for the cost of the
23 traffic control.
24
25 5-04.3(10)A HMA Compaction —General Compaction Requirements
26 Compaction shall take place when the mixture is in the proper condition so that no undue
27 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction
28 equipment shall be compacted by other mechanical means. Any HMA that becomes
29 loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way
30 defective, shall be removed and replaced with new hot mix that shall be immediately
31 compacted to conform to the surrounding area.
32
33 The type of rollers to be used and their relative position in the compaction sequence
34 shall generally be the Contractor's option, provided the specified densities are attained.
35 Unless the Engineer has approved otherwise, rollers shall only be operated in the static
36 mode when the internal temperature of the mix is less than 175°F. Regardless of mix
37 temperature, a roller shall not be operated in a mode that results in checking or cracking
38 of the mat. Rollers shall only be operated in static mode on bridge decks.
39
40 5-04.3(10)B HMA Compaction —Cyclic Density
41 Low cyclic density areas are defined as spots or streaks in the pavement that are less
42 than 90 percent of the theoretical maximum density. At the Engineer's discretion, the
43 Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will
44 follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for
45 any 500-foot section with two or more density readings below 90 percent of the
46 theoretical maximum density.
47
48 5-04.3(10)C Vacant
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2 5-04.3(10)D HMA Nonstatistical Compaction
3
4 5-04.3(10)D1 HMA Nonstatistical Compaction —Lots and Sublots
5 HMA compaction which is accepted by nonstatistical evaluation will be based on
6 acceptance testing performed by the Contracting Agency dividing the project into
7 compaction lots.
8
9 A lot is represented by randomly selected samples of the same mix design that will be
10 tested for acceptance. A lot is defined as the total quantity of material or work produced
11 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be
12 equal to one day's production or 400 tons, whichever is less except that the final sublot
13 will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction
14 will be at the rate of 5 tests per sublot per WSDOT T 738.
15
16 The sublot locations within each density lot will be determined by the Engineer. For a lot
17 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request
18 after the Engineer is satisfied that material conforming to the Specifications can be
19 produced.
20
21 HMA mixture accepted by commercial evaluation and HMA constructed under conditions
22 other than those listed above shall be compacted on the basis of a test point evaluation
23 of the compaction train. The test point evaluation shall be performed in accordance with
24 instructions from the Engineer. The number of passes with an approved compaction
25 train, required to attain the maximum test point density, shall be used on all subsequent
26 paving.
27
28 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel
29 ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the
30 Engineer.
31
32 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing
33 The location of the HMA compaction acceptance tests will be randomly selected by the
34 Engineer from within each sublot, with one test per sublot.
35
36 5-04.3(10)D3 HMA Nonstatistical Compaction —Price Adjustments
37 For each compaction lot with one or two sublots, having all sublots attain a relative
38 density that is 92 percent of the reference maximum density the HMA shall be accepted
39 at the unit Contract price with no further evaluation. When a sublot does not attain a
40 relative density that is 92 percent of the reference maximum density, the lot shall be
41 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The
42 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will
43 be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF
44 lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by
45 either a nuclear moisture -density gauge or cores will be completed as required to provide
46 a minimum of three tests for evaluation.
47
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1 For compaction below the required 92% a Non -Conforming Compaction Factor (NCCF)
2 will be determined. The NCCF equals the algebraic difference of CPF minus 1.00
3 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the
4 product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit
5 Contract price per ton of mix.
6
7 5-04.3(11) Reject Work
8
9 5-04.3(11)A Reject Work General
10 Work that is defective or does not conform to Contract requirements shall be rejected.
11 The Contractor may propose, in writing, alternatives to removal and replacement of
12 rejected material. Acceptability of such alternative proposals will be determined at the
13 sole discretion of the Engineer. HMA that has been rejected is subject to the
14 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit
15 a corrective action proposal to the Engineer for approval.
16
17 5-04.3(11)B Rejection by Contractor
18 The Contractor may, prior to sampling, elect to remove any defective material and
19 replace it with new material. Any such new material will be sampled, tested, and
20 evaluated for acceptance.
21
22 5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
23 The Engineer may, without sampling, reject any batch, load, or section of Roadway that
24 appears defective. Material rejected before placement shall not be incorporated into the
25 pavement. Any rejected section of Roadway shall be removed.
26
27 No payment will be made for the rejected materials or the removal of the materials
28 unless the Contractor requests that the rejected material be tested. If the Contractor
29 elects to have the rejected material tested, a minimum of three representative samples
30 will be obtained and tested. Acceptance of rejected material will be based on
31 conformance with the nonstatistical acceptance Specification. If the CPF for the rejected
32 material is less than 0.75, no payment will be made for the rejected material; in addition,
33 the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater
34 than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting
35 Agency. If the material is rejected before placement and the CPF is greater than or equal
36 to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection
37 occurs after placement and the CPF is greater than or equal to 0.75, compensation for
38 the rejected material will be at the calculated CPF with an addition of 25 percent of the
39 unit Contract price added for the cost of removal and disposal.
40
41 5-04.3(11)D Rejection -A Partial Sublot
42 In addition to the random acceptance sampling and testing, the Engineer may also
43 isolate from a normal sublot any material that is suspected of being defective in relative
44 density, gradation or asphalt binder content. Such isolated material will not include an
45 original sample location. A minimum of three random samples of the suspect material will
46 be obtained and tested. The material will then be statistically evaluated as an
47 independent lot in accordance with Section 1-06.2(2).
48
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1 5-04.3(11)E Rejection -An Entire Sublot
2 An entire sublot that is suspected of being defective may be rejected. When a sublot is
3 rejected a minimum of two additional random samples from this sublot will be obtained.
4 These additional samples and the original sublot will be evaluated as an independent lot
5 in accordance with Section 1-06.2(2).
6
7 5-04.3(11)F Rejection -A Lot in Progress
8 The Contractor shall shut down operations and shall not resume HMA placement until
9 such time as the Engineer is satisfied that material conforming to the Specifications can
10 be produced:
11
12 4. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and
13 the Contractor is taking no corrective action, or
14 5. When the Pay Factor (PF) for any constituent of a lot in progress drops below
15 0.95 and the Contractor is taking no corrective action, or
16 6. When either the PFi for any constituent or the CPF of a lot in progress is less
17 than 0.75.
18
19 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
20 An entire lot with a CPF of less than 0.75 will be rejected.
21
22 5-04.3(12) Joints
23
24 5-04.3(12)A HMA Joints
25
26 5-04.3(12)A1 Transverse Joints
27 The Contractor shall conduct operations such that the placing of the top or wearing
28 course is a continuous operation or as close to continuous as possible. Unscheduled
29 transverse joints will be allowed and the roller may pass over the unprotected end of the
30 freshly laid mixture only when the placement of the course must be discontinued for such
31 a length of time that the mixture will cool below compaction temperature. When the Work
32 is resumed, the previously compacted mixture shall be cut back to produce a slightly
33 beveled edge for the full thickness of the course.
34
35 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a
36 transverse joint as a result of paving or planing is open to traffic. The HMA in the
37 temporary wedge shall be separated from the permanent HMA by strips of heavy
38 wrapping paper or other methods approved by the Engineer. The wrapping paper shall
39 be removed and the joint trimmed to a slightly beveled edge for the full thickness of the
40 course prior to resumption of paving.
41
42 The material that is cut away shall be wasted and new mix shall be laid against the cut.
43 Rollers or tamping irons shall be used to seal the joint.
44
45 5-04.3(12)A2 Longitudinal Joints
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1 The longitudinal joint in any one course shall be offset from the course immediately
2 below by not more than 6 inches nor less than 2 inches. All longitudinal joints
3 constructed in the wearing course shall be located at a lane line or an edge line of the
4 Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in
5 the wearing surface of new HMA unless otherwise approved by the Engineer. The
6 notched wedge joint shall have a vertical edge of not less than the maximum aggregate
7 size or more than '/2 of the compacted lift thickness and then taper down on a slope not
8 steeper than 41-1:1 V. The sloped portion of the HMA notched wedge joint shall be
9 uniformly compacted.
10
11 5-04.3(12)B Bridge Paving Joint Seals
12
13 5-04.3(12)B1 HMA Sawcut and Seal
14 Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends
15 of the bridge paving joint seals to be placed at the bridge ends, and at interior joints
16 within the bridge deck when and where shown in the Plans. Establish the sawcut
17 alignment points in a manner that they remain functional for use in aligning the sawcut
18 after placing the overlay.
19
20 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application
21 procedure.
22
23 Construct the bridge paving joint seal as specified ion the Plans and in accordance with
24 the detail shown in the Standard Plans. Construct the sawcut in accordance with the
25 detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-
26 05.3(8)B and the manufacturer's application procedure.
27
28 5-04.3(12)B2 Paved Panel Joint Seal
29 Construct the paved panel joint seal in accordance with the requirements specified in
30 section 5-04.3(12)B1 and the following requirement:
31
32 2. Clean and seal the existing joint between concrete panels in accordance with
33 Section 5-01.3(8) and the details shown in the Standard Plans.
34
35 5-04.3(13) Surface Smoothness
36 The completed surface of all courses shall be of uniform texture, smooth, uniform as to
37 crown and grade, and free from defects of all kinds. The completed surface of the
38 wearing course shall not vary more than % inch from the lower edge of a 10-foot
39 straightedge placed on the surface parallel to the centerline. The transverse slope of the
40 completed surface of the wearing course shall vary not more than inch in 10 feet from
41 the rate of transverse slope shown in the Plans.
42
43 When deviations in excess of the above tolerances are found that result from a high
44 place in the HMA, the pavement surface shall be corrected by one of the
45 following methods:
46
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1 4. Removal of material from high places by grinding with an approved grinding
2 machine, or
3 5. Removal and replacement of the wearing course of HMA, or
4 6. By other method approved by the Engineer.
5
6 Correction of defects shall be carried out until there are no deviations anywhere greater
7 than the allowable tolerances.
8
9 Deviations in excess of the above tolerances that result from a low place in the HMA and
10 deviations resulting from a high place where corrective action, in the opinion of the
11 Engineer, will not produce satisfactory results will be accepted with a price adjustment.
12 The Engineer shall deduct from monies due or that may become due to the Contractor
13 the sum of $500.00 for each and every section of single traffic lane 100 feet in length in
14 which any excessive deviations described above are found.
15
16 When utility appurtenances such as manhole covers and valve boxes are located in the
17 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to
18 paving. This requirement may be waived when requested by the Contractor, at the
19 discretion of the Engineer or when the adjustment details provided in the project plan or
20 specifications call for utility appurtenance adjustments after the completion of paving.
21
22 Utility appurtenance adjustment discussions will be included in the Pre -Paving planning
23 (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior
24 to the start of paving.
25
26 5-04.3(14) Planing (Milling) Bituminous Pavement
27 The planning plan must be approved by the Engineer and a pre planning meeting must
28 be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on
29 planning submittals.
30
31 Locations of existing surfacing to be planed are as shown in the Drawings.
32
33 Where planing an existing pavement is specified in the Contract, the Contractor must
34 remove existing surfacing material and to reshape the surface to remove irregularities.
35 The finished product must be a prepared surface acceptable for receiving an HMA
36 overlay.
37
38 Use the cold milling method for planing unless otherwise specified in the Contract. Do
39 not use the planer on the final wearing course of new HMA.
40
41 Conduct planing operations in a manner that does not tear, break, burn, or otherwise
42 damage the surface which is to remain. The finished planed surface must be slightly
43 grooved or roughened and must be free from gouges, deep grooves, ridges, or other
44 imperfections. The Contractor must repair any damage to the surface by the Contractor's
45 planing equipment, using an Engineer approved method.
46
CITYWIDE ASPHALT REPAIR
2022A 70 Page145
1 Repair or replace any metal castings and other surface improvements damaged by
2 planing, as determined by the Engineer.
3
4 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a
5 minimum of 4 inches of curb reveal after placement and compaction of the final wearing
6 course. The dimensions of the wedge must be as shown on the Drawings or as specified
7 by the Engineer.
8
9 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces
10 (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line
11 with vertical faces 2 inches or more in height, producing a smooth transition to the
12 existing adjoining pavement.
13
14 After planing is complete, planed surfaces must be swept, cleaned, and if required by the
15 Contract, patched and preleveled.
16
17 The Engineer may direct additional depth planing. Before performing this additional
18 depth planing, the Contractor must conduct a hidden metal in pavement detection survey
19 as specified in Section 5-04.3(14)A.
20
21 5-04.3(14)A Pre -Planing Metal Detection Check
22 Before starting planing of pavements, and before any additional depth planing required
23 by the Engineer, the Contractor must conduct a physical survey of existing pavement to
24 be planed with equipment that can identify hidden metal objects.
25
26 Should such metal be identified, promptly notify the Engineer.
27
28 See Section 1-07.16(1) regarding the protection of survey monumentation that may be
29 hidden in pavement.
30
31 The Contractor is solely responsible for any damage to equipment resulting from the
32 Contractor's failure to conduct a pre -planing metal detection survey, or from the
33 Contractor's failure to notify the Engineer of any hidden metal that is detected.
34
35 5-04.3(14)B Paving and Planing Under Traffic
36
37 5-04.3(14)B1 General
38 In addition the requirements of Section 1-07.23 and the traffic controls required in
39 Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the
40 Contractor must comply with the following:
41
42 4. Intersections:
43 a. Keep intersections open to traffic at all times, except when paving or planing
44 operations through an intersection requires closure. Such closure must be kept
45 to the minimum time required to place and compact the HMA mixture, or plane
46 as appropriate. For paving, schedule such closure to individual lanes or portions
CITYWIDE ASPHALT REPAIR
2022A 71 Page146
1
thereof that allows the traffic volumes and schedule of traffic volumes required in
2
the approved traffic control plan. Schedule work so that adjacent intersections
3
are not impacted at the same time and comply with the traffic control restrictions
4
required by the Traffic Engineer. Each individual intersection closure or partial
5
closure, must be addressed in the traffic control plan, which must be submitted
6
to and accepted by the Engineer, see Section 1-10.2(2).
7
b. When planing or paving and related construction must occur in an
8
intersection, consider scheduling and sequencing such work into quarters of the
9
intersection, or half or more of an intersection with side street detours. Be
10
prepared to sequence the work to individual lanes or portions thereof.
11
c. Should closure of the intersection in its entirety be necessary, and no trolley
12
service is impacted, keep such closure to the minimum time required to place
13
and compact the HMA mixture, plane, remove asphalt, tack coat, and as
14
needed.
15
d. Any work in an intersection requires advance warning in both signage and a
16
number of Working Days advance notice as determined by the Engineer, to alert
17
traffic and emergency services of the intersection closure or partial closure.
18 e. Allow new compacted HMA asphalt to cool to ambient temperature before
19 any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until
20 approval has been obtained from the Engineer.
21 5. Temporary centerline marking, post -paving temporary marking, temporary stop
22 bars, and maintaining temporary pavement marking must comply with Section
23 8-23.
24 6. Permanent pavement marking must comply with Section 8-22.
25
26 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan
27 The Contractor must submit a separate planing plan and a separate paving plan to the
28 Engineer at least 5 Working Days in advance of each operation's activity start date.
29 These plans must show how the moving operation and traffic control are coordinated, as
30 they will be discussed at the pre -planing briefing and pre -paving briefing. When
31 requested by the Engineer, the Contractor must provide each operation's traffic control
32 plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of
33 operation and sufficient detail of traffic beyond the area of operation where detour traffic
34 may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be
35 changed if the Engineer agrees sufficient detail is shown.
36
37 The planing operation and the paving operation include, but are not limited to, metal
38 detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying,
39 staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at
40 the briefing.
41
42 When intersections will be partially or totally blocked, provide adequately sized and
43 noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in
44 advance. The traffic control plan must show where police officers will be stationed when
45 signalization is or may be, countermanded, and show areas where flaggers are
46 proposed.
47
48 At a minimum, the planing and the paving plan must include:
CITYWIDE ASPHALT REPAIR
2022A 72 Page147
2 12. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each
3 day's traffic control as it relates to the specific requirements of that day's planing
4 and paving. Briefly describe the sequencing of traffic control consistent with the
5 proposed planing and paving sequence, and scheduling of placement of
6 temporary pavement markings and channelizing devices after each day's planing,
7 and paving.
8 13. A copy of each intersection's traffic control plan.
9 14. Haul routes from Supplier facilities, and locations of temporary parking and
10 staging areas, including return routes. Describe the complete round trip as it
11 relates to the sequencing of paving operations.
12 15. Names and locations of HMA Supplier facilities to be used.
13 16. List of all equipment to be used for paving.
14 17. List of personnel and associated job classification assigned to each piece of
15 paving equipment.
16 18. Description (geometric or narrative) of the scheduled sequence of planing and of
17 paving, and intended area of planing and of paving for each day's work, must
18 include the directions of proposed planing and of proposed paving, sequence of
19 adjacent lane paving, sequence of skipped lane paving, intersection planing and
20 paving scheduling and sequencing, and proposed notifications and coordinations
21 to be timely made. The plan must show HMA joints relative to the final pavement
22 marking lane lines.
23 19. Names, job titles, and contact information for field, office, and plant supervisory
24 personnel.
25 20. A copy of the approved Mix Designs.
26 21. Tonnage of HMA to be placed each day.
27 22. Approximate times and days for starting and ending daily operations.
28
29 5-04.3(14)B3 Pre -Paving and Pre -Planing Briefing
30 At least 2 Working Days before the first paving operation and the first planing operation,
31 or as scheduled by the Engineer for future paving and planing operations to ensure the
32 Contractor has adequately prepared for notifying and coordinating as required in the
33 Contract, the Contractor must be prepared to discuss that day's operations as they relate
34 to other entities and to public safety and convenience, including driveway and business
35 access, garbage truck operations, Metro transit operations and working around
36 energized overhead wires, school and nursing home and hospital and other accesses,
37 other contractors who may be operating in the area, pedestrian and bicycle traffic, and
38 emergency services. The Contractor, and Subcontractors that may be part of that day's
39 operations, must meet with the Engineer and discuss the proposed operation as it
40 relates to the submitted planing plan and paving plan, approved traffic control plan, and
41 public convenience and safety. Such discussion includes, but is not limited to:
42
43 3. General for both Paving Plan and for Planing Plan:
44 a. The actual times of starting and ending daily operations.
45 b. In intersections, how to break up the intersection, and address traffic control
46 and signalization for that operation, including use of peace officers.
CITYWIDE ASPHALT REPAIR
2022A 73 Page148
1
c. The sequencing and scheduling of paving operations and of planing operations,
2
as applicable, as it relates to traffic control, to public convenience and safety,
3
and to other con -tractors who may operate in the Project Site.
4
d.
Notifications required of Contractor activities, and coordinating with other
5
entities and the public as necessary.
6
e.
Description of the sequencing of installation and types of temporary pavement
7
markings as it relates to planning and to paving.
8
f.
Description of the sequencing of installation of, and the removal of, temporary
9
pavement patch material around exposed castings and as may be needed
10
g.
Description of procedures and equipment to identify hidden metal in the
11
pavement, such as survey monumentation, monitoring wells, street car rail, and
12
castings, before planning, see Section 5-04.3(14)B2.
13
h.
Description of how flaggers will be coordinated with the planing, paving, and
14
related operations.
15
i.
Description of sequencing of traffic controls for the process of rigid pavement
16
base repairs.
17
j.
Other items the Engineer deems necessary to address.
18
4.
Paving — additional topics:
19
a.
When to start applying tack and coordinating with paving.
20 b. Types of equipment and numbers of each type equipment to be used. If more
21 pieces of equipment than personnel are proposed, describe the sequencing of
22 the personnel operating the types of equipment. Discuss the continuance of
23 operator personnel for each type equipment as it relates to meeting
24 Specification requirements.
25 c. Number of JMFs to be placed, and if more than one JMF how the Contractor
26 will ensure different JMFs are distinguished, how pavers and MTVs are
27 distinguished if more than one JMF is being placed at the time, and how
28 pavers and MTVs are cleaned so that one JMF does not adversely influence
29 the other JMF.
30 d. Description of contingency plans for that day's operations such as equipment
31 breakdown, rain out, and Supplier shutdown of operations.
32 e. Number of sublots to be placed, sequencing of density testing, and other
33 sampling and testing.
34
35 5-04.3(15) Sealing Pavement Surfaces
36 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with
37 Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to
38 opening to traffic.
39
40 5-04.3(16) HMA Road Approaches
41 HMA approaches shall be constructed at the locations shown in the Plans or where
42 staked by the Engineer. The Work shall be performed in accordance with Section 5-04.
43
44 5-04.4 Measurement
45 HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will
46 be measured by the ton in accordance with Section 1-09.2, with no deduction being
47 made for the weight of asphalt binder, mineral filler, or any other component of the
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mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-
04.3(11), the material removed will not be measured.
Roadway cores will be measured per each for the number of cores taken.
Preparation of untreated roadway will be measured by the mile once along the centerline
of the main line Roadway. No additional measurement will be made for ramps, Auxiliary
Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest
0.01 mile.
Soil residual herbicide will be measured by the mile for the stated width to the nearest
0.01 mile or by the square yard, whichever is designated in the Proposal.
Pavement repair excavation will be measured by the square yard of surface marked prior
to excavation.
Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2.
Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton,
whichever is designated in the Proposal.
Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4.
Longitudinal joint seals between the HMA and cement concrete pavement will be
measured by the linear foot along the line and slope of the completed joint seal.
Planing bituminous pavement will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section
8-23.4.
Water will be measured by the M gallon as provided in Section 2-07.4.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the
Proposal:
"HMA Cl. PG ", per ton.
"HMA for Approach Cl. PG ", per ton.
"HMA for Preleveling Cl. PG ", per ton.
"HMA for Pavement Repair Cl. PG ", per ton.
CITYWIDE ASPHALT REPAIR
2022A
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Page150
2 "Commercial HMA", per ton.
3
4 The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl.
5 PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. PG
6 ", and "Commercial HMA" shall be full compensation for all costs, including anti-
7 stripping additive, incurred to carry out the requirements of Section 5-04 except for those
8 costs included in other items which are included in this Subsection and which are
9 included in the Proposal.
10
11 "Preparation of Untreated Roadway", per mile.
12
13 The unit Contract price per mile for "Preparation of Untreated Roadway" shall be full pay
14 for all Work described under 5-04.3(4) , with the exception, however, that all costs
15 involved in patching the Roadway prior to placement of HMA shall be included in the unit
16 Contract price per ton for "HMA Cl. PG " which was used for patching. If the
17 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the
18 Roadway shall be prepared as specified, but the Work shall be included in the Contract
19 prices of the other items of Work.
20
21 "Preparation of Existing Paved Surfaces", per mile.
22
23 The unit Contract Price for "Preparation of Existing Paved Surfaces" shall be full pay for
24 all Work described under Section 5-04.3(4) with the exception, however, that all costs
25 involved in patching the Roadway prior to placement of HMA shall be included in the unit
26 Contract price per ton for "HMA Cl. PG " which was used for patching. If the
27 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the
28 Roadway shall be prepared as specified, but the Work shall be included in the Contract
29 prices of the other items of Work.
30
31 "Crack Sealing", by force account.
32
33 "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. For the
34 purpose of providing a common Proposal for all Bidders, the Contracting Agency has
35 entered an amount in the Proposal to become a part of the total Bid by the Contractor.
36
37 "Pavement Repair Excavation Incl. Haul", per square yard.
38
39
40 The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul"
41 shall be full payment for all costs incurred to perform the Work described in Section 5-
42 04.3(4) with the exception, however, that all costs involved in the placement of HMA
43 shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. _
44 PG ", per ton.
45
46 "Extra Excavation and Backfill", per force account.
47
CITYWIDE ASPHALT REPAIR
2022A 76 Page 151
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"Extra Excavation and Backfill" required by the Engineer due to unsuitable base will be
paid for by force account as provided in Section 1-09.6. To provide a common Proposal
for all Bidders, the Contracting Agency has entered an amount in the Proposal to
become a part of the Contractor's total Bid.
"Asphalt for Prime Coat", per ton.
The unit Contract price per ton for "Asphalt for Prime Coat" shall be full payment for all
costs incurred to obtain, provide and install the material in accordance with Section 5-
04.3(4).
"Prime Coat Agg.", per cubic yard, or per ton.
The unit Contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay
for furnishing, loading, and hauling aggregate to the place of deposit and spreading the
aggregate in the quantities required by the Engineer.
"Asphalt for Fog Seal", per ton.
Payment for "Asphalt for Fog Seal" is described in Section 5-02.5.
"Longitudinal Joint Seal", per linear foot.
The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment
for all costs incurred to perform the Work described in Section 5-04.3(12).
"Planing Bituminous Pavement", per square yard.
The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full
payment for all costs incurred to perform the Work described in Section 5-04.3(14).
"Temporary Pavement Marking", per linear foot.
Payment for "Temporary Pavement Marking" is described in Section 8-23.5.
"Water", per M gallon.
Payment for "Water" is described in Section 2-07.5.
"Job Mix Compliance Price Adjustment", by calculation.
"Job Mix Compliance Price Adjustment" will be calculated and paid for as described in
Section 5-04.3(9)C6.
CITYWIDE ASPHALT REPAIR
2022A
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Page152
1 "Compaction Price Adjustment", by calculation.
2
3 "Compaction Price Adjustment" will be calculated and paid for as described in Section 5-
4 04..3(10)D3.
5
6 "Roadway Core", per each.
7
8 The Contractor's costs for all other Work associated with the coring (e.g., traffic control)
9 shall be incidental and included within the unit Bid price per each and no additional
10 payments will be made.
11
12 "Cyclic Density Price Adjustment", by calculation.
13
14 "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section
15 5-04.3(10)B.
16
17
18
19 Hot Mix Asphalt
20
21
22 Description of Work
23 Section 5-04.1 is supplemented with the following:
24
25 (******)
26 For grind and patch repairs of asphalt surfaces excavate to the depth of 6 inches. If
27 poor surfacing or subgrade conditions are encountered provide further excavation to the
28 satisfaction of the Engineer. Additional excavation below the initial up to 6 inches in
29 depth will be 6 inches or greater in depth. Backfill for patched areas excavated below 6
30 inches in depth will consist of hot mix asphalt over crushed surfacing.
31
32 (******)
33 For 4" HMA Wedge Curb section plane 0" to 2" from edge of existing asphalt to the fog
34 line to prep for 2" overlay and 4" HMA Wedge Curb at guard rail.
35
36 Construction Requirements
37 Section 5-04.3 is supplemented with the following:
38
39
40 Backfill for pavement repair for excavation depths of 6 inches or less shall consist of hot
41 mix asphalt. Back fill for excavations exceeding 6 inches shall match the City's
42 standard pavement section by street classification, over crushed surfacing in
43 accordance with Section 4-04 of the Standard Specifications. Asphalt depth for
44 Arterials is 6 inches, Collectors is 4 inches, and Local Access is 3 inches.
45
46
47 4" HMA Wedge Curb to conform to the detail provided on the plan set. Crushed
48 Surfacing Base Course to be used to ballast back face of 4" Wedge Curb.
49
CITYWIDE ASPHALT REPAIR
2022A 78 Page 153
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Measurement
Section 5-04.4 is supplemented with the following:
HMA for Pavement Repair will be measured by the square yard.
HMA for 4" Wedge Curb will be measured by the linear foot.
Crushed Surfacing Base Course for pavement repair will be measured by the Ton.
Payment
Section 5-04.5 is supplemented with the following:
"HMA for Pavement Repair Cl. PG _", per square yard.
"Crushed Surfacing Base Course for pavement repair", per ton
The unit contract price for "Crushed Surfacing Base Course for pavement repair" shall be
full pay for excavation, handling, removal and haul of excavated materials, and furnishing,
hauling, placement, and compaction of crushed surfacing.
'A" Wedge Curb", per linear foot
7-12.3 Construction Requirements
Section 7-12.3 is supplemented with the following:
Adjust Valve Box
Where shown in the Plans or where directed by the Engineer, the existing valve
boxes shall be adjusted to the grade as staked or otherwise designated by the
Engineer.
Existing valve boxes shall be lowered prior to final paving then adjusted to grade
after final paving.
7-12.4 Measurement
Section 7-12.4 is supplemented with the following:
Adjustment of valve boxes will be per each.
7-12.5 Payment
Section 7-12.5 is supplemented with the following:
CITYWIDE ASPHALT REPAIR
2022A
79
Page154
"Adjust Valve Box", per each.
CITYWIDE ASPHALT REPAIR
2022A 80 Page155
/9dd:1011010:1
VICINITY MAP
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page156
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APPENDIX C
PWESS Markings K
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page158
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'ORCHARD
MARKINGS
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Page159
APPENDIX D
Traffic Control Plans
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page160
SIGN SPACING = X (1)
RURAL HIGHWAYS 60-65 MPH 800'+/-
RURAL ROADS 45-55 MPH 500'+/-
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)j
45
1 50
1 55
60
1 65
LENGTH (feet)
1 360
1 425
1 495
570
1 645
MAXIMUM CHANNELIZATION
DEVICE SPACING (feet)
MPH
TAPER
TANGENT
50-65
10 to 20
80
45
10 to 20
60
0 0
0
X
X
X
X
50' - 300'
T
I
24"
48"
ROAD
WORK
48"
ONE LANE
BE
PREPARED
48"*48"'
AHEAD
48
ROAD
AHEAD
48
TO STOP
W20-1
W20-4
W20-713
W20-7A
SLOW
LEGEND:
a TEMPORARY SIGN LOCATION
® 28" REFLECTIVE TRAFFIC CONE (SEE NOTE 3)
o OPTIONAL CHANNELIZATION DEVICE
¢ al PROTECTIVE VEHICLE (SEE NOTE 2)
FLAGGER
FILE NAME CAUserslLintzFlOneDrive
DATE 10/31/2022
PLOTTED BY LlntzF
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
State Department of
REVISION
W21-1201 (W/R, B/O)
FLAGGER PADDLE
FOR DRIVEWAY, BUSINESS ACCESS,
AND INTERSECTING ROADWAY DETAILS
SEE TC320, SHEET 2.
1000'+/- MAX & UP TO 2 DRIVEWAY, BUSINESS ACCESS, AND/OR INTERSECTING ROADWAYS
(OTHERWISE, USE PILOT CAR OPERATION)
0_
w
a_w
U
of
b+
oLn ° A
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
24" 24"
of
()
FLAGGER PADDLE
N
w
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o>
z ow
w ,0
B
WORK
AREA o
■
¢ < 0
SEE NOTES 4 & 5
1
EXISTING I EXISTING EXISTING EXISTING
SHOULDER I LANE LANE SHOULDER
WORK AREA LANE OPEN TO
ALTERNATING TRAFFI
SEE NOTE 3
a a
SECTION (A -A
ALTERNATING
Zone TCPsl320Hwy45+AltTraff!cFlagger.dgn
REGION I STATE FED.AID PROJ.NO.
NO.
10 WAS
JOB NUMBER
CONTRACT NO. LOCATION N0.
DATE BY
A
STATIONARY TRANSPORTABLE ATTENUATOR
ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
HOST VEHICLE WEIGHT
LESS THAN 22,000 lbs.
22,000+ lbs.
45-55 MPH
60+ MPH
45-55 MPH
60+ MPH
123'
1 172'
100,
150'
48" 48" 48" 48"
BE
• ROAD
PREPARED ONE LANE WORK
TO STOP ROAD
AHEAD AHEAD
48" 48" 48" 48"
W20-7A
W20-713
W20-4
W20-1
X
X X
X
a
a
a
a
NOTES:
1. AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING
HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE.
2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES LISTED IN TABLE,
UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE ATTENUATOR.
3. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK.
4. BICYCLISTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC. BIKES TO
CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC.
5. ACCOMEDIATE PEDESTRIANS VIA SHUTTLE THROUGH LANE CLOSURE, USING THE PAVED
SHOULDER OPPOSITE THE WORK AREA, OR ANOTHER METHOD THE ENGINEER ACCEPTS.
6. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS:
1-07.8(1) HIGH -VISIBILITY APPAREL
1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION
1-10.3(2)A TRAFFIC CONTROL PROCEDURES
9-35.1 24-INCH STOP/SLOW PADDLE SIZE
7. FOR PROJECT -SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS.
8. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
9. ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY.
1-LANE, 2-WAY TRAFFIC: FLAGGER-CONTROLLED
(45+ MPH HIGHWAYS)
NOT TO SCALE
IP.E. STAMP BOX DATE P.E. STAMP BOX DATE
A
Washington State
Department of Transportation
Plot 1
PLAN REF NO
TC 320
SHEET
1
OF
,l
TYPICAL TRAFFIC CONTROL 116" 1 SHEETS ETS
NOTES:
10. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC320, SHEET 1.
11. WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY HOLDING
ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE.
CHANNELIZATION DEVICES DELINEATING APPROACH MAY BE REMOVED.
12. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH
TO HELP GUIDE ALTERNATING TRAFFIC THROUGH INTERSECTION.
13. WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING
ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE.
CHANNELIZATION DEVICES DELINEATING ACCESS MAY BE REMOVED.
14. PAVEMENT MARKINGS MAY VARY
N N a
a
X X X
X
36"MIN#6", MIN 36" MIN+6,,MIN
24"
36" MIN MIN 36" MINMIN
W20-1 W20-4 W20-713
W20-7A
IF
40 MPHOPTIONAL OR LESS)
SIGN SEQUENCE A
FLAGGER(
PADD E)
48"x48" signs required on 45+ mph
roadways
USE SIGN SEQUENCE A
WORK
AREA
0
-a a
0
0
z
X w
�
QLu
W
WU
z
00
SPA IING
:SPACIN
WORK
WORK WORK
AREA
AREA ,� o AREA
a
SEE NOTE 11
SEE
NOTE 13
(OPTIONAL)
SEE NOTE 12
UNSIGNALIZED INTERSECTING ROADWAY DETAIL
SAME SIDE AS LANE CLOSURE (TWO OPEN LANES)
a
USE SIGN SEQUENCE A a O
C7
z
X F
U
W
4_1 U
W
H
50' TAPER ° z
0
6+ DEVICES 13
5'
SPACING
10' MIN
WORK
AREA AREA
SEE
NOTE 11
(OPTIONAL)1
SEE NOTE 12
DRIVEWAY OR BUSINESS ACCESS DETAIL
SAME SIDE AS LANE CLOSURE
�C/) i
U)
W U
iQ
00
UNSIGNALIZED INTERSECTING ROADWAY DETAIL I UNSIGNALIZED INTERSECTING ROADWAY DETAIL I DRIVEWAY OR BUSINESS ACCESS DETAIL
OPPOSITE OF LANE CLOSURE SAME SIDE AS LANE CLOSURE (SINGLE OPEN LANE) OPPOSITE OF LANE CLOSURE
ALTERNATING 1-LANE, 2-WAY TRAFFIC: FLAGGER-CONTROLLED (45+ MPH HIGHWAYS)
NOT TO SCALE
FILE NAME CAUserslLintzFlOneDrive -Washington
State Department of TransportationlDesktoplWork
Zone TCPsl320Hwy45+AltTraff!cFlagger.dgn
P.E. STAMP BOX GATE
DATE
P.E.sTAMP Box
TrAf
Washington State
Department of Transportation
e p p
Plot 2
TIME 12:13:29 PM
R NO.N
STATE
FED.AID PROJ.NO.
PLAN REF NO
TC320
DATE 10/31/2022
10
WAS
PLOTTED BY LlntzF
DESIGNED BY
JOB NUMBER
SHEET
2
OF
2
SHEETS
ENTERED BY
CHECKED BY
CONTRACT N0.
LOCATION N0.
PROJ.ENGR.
DATE
TYPICAL TRAFFIC CONTROL ray A,1S2
REGIONAL ADM.
REVISION
BY
SIGN SPACING = X (1)
RURAL HIGHWAYS 60-65 MPH 800'+/-
RURAL ROADS 45-55 MPH 500'+/-
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)j
45
1 50
1 55
60
1 65
LENGTH (feet)
1 360
1 425
1 495
570
1 645
MAXIMUM CHANNELIZATION
DEVICE SPACING (feet)
MPH
TAPER
TANGENT
50-65
10 to 20
80
45
10 to 20
60
X
X
X
X
50' - 300'
24"
48"
ROAD
WORK
48"
ONE LANE
BE
PREPARED
48"*48"
AHEAD
48
ROAD
AHEAD
48
TO STOP
W20-1
W20-4
W20-713
W20-7A
LEGEND:
a TEMPORARY SIGN LOCATION
® 28" REFLECTIVE TRAFFIC CONE (SEE NOTE 3)
o OPTIONAL CHANNELIZATION DEVICE
¢ al PROTECTIVE VEHICLE (SEE NOTE 2)
FLAGGER
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
C:11Jsers1LintzF1OneDrive - Washington State
12:13:30 PM
10/31 /2022
LintzF
W21-1201 (W/R, B/O)
FLAGGER PADDLE
0_
w
[Lw
U
of
0w
o+
Ln UD
FOR DRIVEWAY, BUSINESS ACCESS,
AND INTERSECTING ROADWAY DETAILS
SEE TC320, SHEET 2.
1000'+/- MAX & UP TO 2 DRIVEWAY, BUSINESS ACCESS, AND/OR INTERSECTING ROADWAYS
(OTHERWISE, USE PILOT CAR OPERATION)
WORK
AREA
SEE NOTES 4 & 5
1
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW
24" 24"
1'
W21-1201 (W/R, BID)
FLAGGER PADDLE
STATIONARY TRANSPORTABLE ATTENUATOR
ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
HOST VEHICLE WEIGHT
LESS THAN 22,000 lbs.
22,000+ lbs.
45-55 MPH
60+ MPH
45-55 MPH
60+ MPH
123'
1 172'
100,
150'
N
� 48"*48"
48„ 48„
w
BE
•ROAD
ONE LANE WORK
0 g U ROAD
z ow AHEAD AHEAD
0 48" 48" 48"
w
�
oN + W20-7A W20-7B W20-4 W20-1
B X X X X
oEl
N a a a
\^J NOTES:
777 1. AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING
HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE.
2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES LISTED IN TABLE,
UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE ATTENUATOR.
3. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK.
EXISTING EXISTING
EXISTING EXISTING
4. BICYCLISTS MAY BE COMBINED WITH ALTERNATING
VEHICULAR TRAFFIC. BIKES TO
SHOULDER LANE
LANE SHOULDER
CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING
TRAFFIC.
WORK AREA
LANE OPEN TO
ALTERNATING
TRAFFIC
5. ACCOMEDIATE PEDESTRIANS VIA SHUTTLE THROUGH
LANE CLOSURE, USING THE PAVED
SHOULDER OPPOSITE THE WORK AREA, OR ANOTHER
METHOD THE ENGINEER ACCEPTS.
SEE NOTE 3
6. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS:
1-07.8(1) HIGH -VISIBILITY APPAREL
��
1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION
1-10.3(2)A TRAFFIC CONTROL PROCEDURES
SECTION A -A 9-35.1 24-INCH STOP/SLOW PADDLE SIZE
7. FOR PROJECT -SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS.
8. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
9. ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY.
ALTERNATING 1-LANE, 2-WAY TRAFFIC: FLAGGER-CONTROLLED
(45+ MPH HIGHWAYS)
NOT TO SCALE
lent of TransportationlDesktoplWork Zone TCPsl320Hwy45+AltTraff!cFlagger.dgn Plot 1
NO
REGION STATE FED.AID PROJ.NO.dft PLAN REF NO
10 IWAS TC320
JOB NUMBER
Washington State SHEET
CONTRACT NO. LOCATION NO. Department of Transportation OF
2
TYPICAL TRAFFIC CONTROL 116"S3
DATE DATE SHEETS
REVISION DATE BY P.E. STAMP BOX P.E. STAMP sox
NOTES:
10. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC320, SHEET 1.
11. WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY HOLDING
ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE.
CHANNELIZATION DEVICES DELINEATING APPROACH MAY BE REMOVED.
12. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH
TO HELP GUIDE ALTERNATING TRAFFIC THROUGH INTERSECTION.
13.WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING
ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE.
CHANNELIZATION DEVICES DELINEATING ACCESS MAY BE REMOVED.
14. PAVEMENT MARKINGS MAY VARY
N N a
a
X X X
X
36"MIN#6", MIN 36" MIN+6,,MIN
24"
36" MIN MIN 36" MINMIN
W20-1 W20-4 W20-713
W20-7A
IF
40 MPHOPTIONAL OR LESS)
SIGN SEQUENCE A
FLAGGER(
PADD E)
48"x48" signs required on 45+ mph
roadways
USE SIGN SEQUENCE A ZS O
D'
0
z
X w
w
AL z
j� 5' DEVICE
SPACING
WORK o, I ��° WORK
AREA AREA
SEE NOTE 11'��
(OPTIONAL)
SEE NOTE 12
UNSIGNALIZED INTERSECTING ROADWAY DETAIL
SAME SIDE AS LANE CLOSURE (TWO OPEN LANES)
a
USE SIGN SEQUENCE A a O
C7
z
X F
U
W
4_1 U
W
H
50' TAPER ° z
0
6+ DEVICES ■
oil
5'
SPACING
10' MIN
WORK ��o, ��° WORK
AREA AREA
SEE
/ NOTE 11
(OPTIONAL) I
SEE NOTE 12
Qw
WU
>¢
00
ISPACIN
WORK WORK
AREA ,� o AREA
� SEE
■ _ _ ■ � NOTE 13 \9 _ o
DRIVEWAY OR BUSINESS ACCESS DETAIL
SAME SIDE AS LANE CLOSURE
UNSIGNALIZED INTERSECTING ROADWAY DETAIL I UNSIGNALIZED INTERSECTING ROADWAY DETAIL I DRIVEWAY OR BUSINESS ACCESS DETAIL
OPPOSITE OF LANE CLOSURE SAME SIDE AS LANE CLOSURE (SINGLE OPEN LANE) OPPOSITE OF LANE CLOSURE
ALTERNATING 1-LANE, 2-WAY TRAFFIC: FLAGGER-CONTROLLED (45+ MPH HIGHWAYS)
NOT TO SCALE
FILE NAME CAUserslLintzFlOneDrive -Washington
State Department of TransportationlDesktoplWork
Zone TCPsl320Hwy45+AltTraff!cFlagger.dgn
P.E. STAMP BOX GATE
DATE
P.E.sTAMP Box
Washington State
Department of Transportation
e p p
Plot 2
TIME 12:13:31 PM
R NO.N
STATE
FED.AID PROJ.NO.
PLAN REF NO
TC320
DATE 10/31/2022
10
WAS
PLOTTED BY LintzF
DESIGNED BY
JOB NUMBER
SHEET
2
OF
SHEETS 2
ENTERED BY
CHECKED BY
CONTRACT N0.
LOCATION N0.
PROJ.ENGR.
DATE
ray-,A,,1S4
TYPICAL TRAFFIC CONTROL I1
REGIONAL ADM.
REVISION
BY
WORK ZONE MICROSTATION CELLS:
This Typical Traffic Control Plan has updated work zone cells (as of October 2022) already incorportated. An extensive library of updated
work zone cells are now available that appear as full color in Microstation, working with a black or white background. These updated cells have been
programmed to automatically print in grayscale when printing in black/white when the color table is up to date (Settings -> Color Table. In the Color
Table, select File -> Default and click Attach and Close).
(1) WSDOT CAE automatically updates WSDOT staff cell libraries (no action needed).
(2) External users must manually install updated WSDOT cell libraries into Microstation.
See https://wsdot.wa.gov/engineering-standards/design-topics/engineering-applications/software-resource-updates
For additional information email HQCAEHelpDesk@wsdot.wa.gov.
UPDATING OLD TRAFFIC CONTROL PLAN CELLS:
Designers should update all the tables at a minimum. The "old" wireframe signs can still be used in PS&Es; however, if time allows the designer can
replace them with updated ones in the Microstation work zone cell library. Please do not delete the background on the new signs if used. Only if time
allows, the work zone symbols can be updated but it is not necessary. We understand it will take years to complete the transition to the updated work
zone cells.
For technical support and guidance see https://wsdot.wa.gov/engineering-standards/design-topics/engineering-applications/technical-support-guidance
TYPICAL TCP USAGE EXPLANATION:
Plot 1: Flagger-controlled 1-lane, 2-way alternating traffic on 45+ mph 2-lane highways unshifted within the existing open lane up to 1000' +/-
maximum between mainline flaggers and up to 2 driveway, business access, and/or intersecting roadways.
* To shift open lane over onto shoulder, see TC321
* For temporary transverse rumble strips, see TC322
* When mainline flaggers are separated more than 1000 feet or when 3+ driveway, business access, and/or intersecting roadways are
present, use TC323 (Pilot Car Operation TCP)
* For corridors with high volumes (exceeding 800 vehicles/hour in all directions), contact Region Traffic Operations to
determine if the High -Volume version (TC324) should be used.
* For flagger-controlled traffic through signalized intersections, see TC327
* For flagger-controlled traffic through roundabouts, see TC328
If not published yet, they will be added in the future.
Plot 2: Details for intersecting roadways and driveway/business access for Plot 1.
* When 3+ driveway, business access, and/or intersecting roadways are present, use TC323 (Pilot Car Operation TCP)
Other Alternating Traffic TCPs (45+ mph): See Typical Traffic Control Plan Library
(https://wsdot.wa.gov/engineering-standards/a II-manuals-and-standards/plan-sheet-Ii brary/work-zone-typical-traffic-control-plans-tcp)
* TC320s for variations of flagger-controlled alternating traffic
* TC330s for AFAD-controlled alternating traffic
* TC340s for temporary signal -controlled alternating traffic plans
* TC350s for traffic holds
If not published yet, they will be added in the future.
Other Alternating Traffic TCPs (40 mph or less): See Typical Traffic Control Plan Library
(https://wsdot.wa.gov/engineering-standards/a II-manuals-and-standards/plan-sheet-Ii brary/work-zone-typical-traffic-control-plans-tcp)
* TC420s for variations of flagger-controlled alternating traffic
* TC430s for AFAD-controlled alternating traffic
* TC440s for temporary signal -controlled alternating traffic plans
* TC450s for traffic holds
If not published yet, they will be added in the future.
DESIGNER NOTES:
A. Contact Region Traffic Operations to determine which Typical TCP(s) to utilize, as their are several variations available (or soon will be).
B. These typical traffic control plans may be modified for site specific situations and/or WSDOT Region Traffic Operations standard practices.
Typical TCPs are not "Standard Plans".
C. Do not use variable work zone speed limit reductions with flagging or AFAD operations. These plans are to be used with the existing
speed limit (or continuous work zone speed limit reduction, if applicable). Region Traffic Operations must approve all regulatory speed limit reductions
and advisory speeds in work zones. See WSDOT Traffic Manual Section 5-18, Executive Order E1060 for details.
D. See MUTCD Table 6F-1 for additional temporary sign size information. Work zone signs are usually smaller than those used permanently.
E. WAC 468-95-300 modifies MUTCD Table 6-1 "Recommended Advance Warning Sign Minimum Spacing". Sign spacing may be adjusted for field
conditions based on engineering judgement. The Sign Spacing table is acceptable to use in Typical TCPs; however, site -specific traffic control plans
should include actual sign spacing values (with +/-) that have been verified in the field, on SR view, or via Google Maps.
F. When positioned behind channelization devices, temporary signs should be mounted at 5' minimum.
G. The work zone design speed is typically the posted speed limit (or the work zone speed limit when in effect). For split speed limits (SPEED LIMIT 65
TRUCKS 60), use the higher 65 mph for work zone design. For this Typical TCP, the work zone design speed is based on the existing posted speed
limit for sign spacing, channelization device spacing, buffer, and roll ahead distances.
H. "Flagger tapers" are always 50'-100' per closed lane with 6 devices minimum (10'-20' spacing on the taper), regardless of the posted speed limit or
lane width per MUTCD 6C.08, Paragraph 15. Never use "L" for these tapers.
I. Channelization devices types may be modified (vertical panel channelization devices prohibited). 28" reflective traffic cones are recommended on
flagger-controlled alternating traffic (especially for access delineation to maintain visiblity for turning motorists). 36" reflective traffic cones, 42" tall
channelization devices, or traffic safety drums may be used. Warning lights on channelization devices is being phased out in Washington. Contact
Region Traffic Operations for information regarding their standard practices.
J. Maximum channelization device spacing table for tangents is based on WAC 468-95-301 and may ALWAYS be reduced.
K. Sequential arrow boards are prohibited at flagger tapers per WSDOT standard practice and per MUTCD Guidance TA-10.
L. Per MUTCD Section 6C.06, longitudinal buffer spaces are optional. Using longtitudinal buffer spaces listed in MUTCD Table 6C-2 is recommended as
best practice when feasible, but may be adjusted based on engineering judgement. The Longitudinal Buffer Space table is acceptable in Typical TCPs;
however, site -specific traffic control plans should include actual buffer distances that have been verified in the field, on SR view, or via Google Maps.
M. The lateral buffer (tranverse distance between open travel lanes and work area) is optional. No lateral buffer has been provided in these Typical TCPs
due to the low speeds of alternating traffic. Actual work area limits may be modified.
N. WSDOT best practice is to place a protective vehicle (PV) in the closed lane in advance of the work area for flagger-controlled alternating traffic, but
provide a full longitudinal buffer space to provide errant vehicles an opportunity to stop at the posted speed limit on 45+ mph roadways before
impacting the PV. If the longnitudinal buffer distance must be reduced or eliminated on 45+ mph roadways with flagger-controlled alternating traffic,
then upgrade the PV to a transportable attenuator (TA). Additional PVs (or TAs) may be added prior to multiple work crews within a work area.
Contact Region Traffic Operations for their standard practice.
0. Placing channelization devices transversely (at 00 and 3-foot spacing) is an optional strategy to stop move errant drivers traveling within the closed
lane(s) but is not shown in the Typical TCP.
P. The downstream taper of 50'-100' is required on 1-lane, 2-way traffic configurations.
Q. Duration of traffic holds for driveways, business accesses, and/or roadway approaches is listed as 5 minutes in this Typical Traffic Control Plan, but
may be adjusted. Contact Region Traffic Operations for additional guidance.
ALTERNATING 1-LANE, 2-WAY TRAFFIC: FLAGG ER -CONTROLLED (45+ MPH HIGHWAYS)
INFORMATIONAL USE ONLY Plot 3
TC 320
DO NOT INCLUDE THIS SHEET IN
CONTRACT PS&Es or TCP SUBMITTALs.
DESIGNER GUIDANCE Page 165
/_112:10111"Ei"
Summary of Quantities
Rev 3/18/22 JR
City of Port Orchard 2023 City Wide Asphalt Repair PROJECT # PW2023-003
Contract #
Page166
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2C
101
102
103
104
105
106
107
108
109
110
111
112
201
202
203
204
205
206
207
208
209
21C
211
212
213
214
215
216
217
301
302
303
401
402
403
501
502
503
504
505
506
507
508
Summary of Quanitities
Citywide Pavement Repair
City of Port Orchard
Febuary 2023
SCHEDULE A - Base Bid/Old Clifton Overlay
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Minor Change
CALC
1
1-09 STD
Mobilization
LS
1
1-07.15 STD
SPCC Plan
LS
1
1-10.4 STD
Project Temporary Traffic Control
LS
1
2-02 SP
Remove Asphalt Conc. Curb
LF
400
4.04 STD
Curshed Surfacing Base Course (Shoulder Ballasting)
TN
280.0
5-04 STD
HMA CL. 1/2" PG 58-22 (Overlay)
TN
2390
5-04 SP
HMA CL. 1/2" PG 58-22 (Roadway Reconstruction)
SY
398
5-04 SP
Planing Bituminous Pavement
SY
2000
5-04 STD
Pavement Repair Excavtion Incl. Haul
SY
398
5-04 SP
4" HMA Wedge Curb
LF
400
5-04 SP
Crack Sealing
FA
1
7-05 STD
Adjust Catch Basin
EA
3
7-05 STD
Adjust Manhole
EA
8
7-12 SP
Adjust Valve Box
EA
1
8-02 STD
Inlet Protection
EA
5
8-22 STD
Paint Line
LF
14700
8-22 STD
Plastic Crosswalk Line (Type A Thermoplastic)
SF
180
8-22 STD
Plastic Stop Line (Type A Thermoplastic)
LF
65
8-22 STD
I Plastic Traffic Arrow (Type A Thermoplastic)
EA
17
SCHEDULE B - Sidney Rd.
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Minor Change
CALC
1
1-09 STD
Mobilization (10%)
LS
1
1-10 STD
Project Temporary Traffic Control (10%)
LS
1
5-04 STD
Pavement Repair Excavtion Incl. Haul
SY
852
5-04 SP
Curshed Surfacing Base Course for Pavement Repair
TN
90
5-04 SP
HMA CL. 1/2" PG 58-22 (Roadway Reconstruction)
SY
852
5-04 STD
Crack Sealing
LF
10510
7-12 SP
Adjust Valve Box
EA
3
8-22 STD
Paint Line
LF
1290
8-22 STD
Plastic Crosswalk Line (Type A Thermoplastic)
SF
200
8-22 STD
Plastic Stop Line (Type A Thermoplastic)
LF
40
8-22 STD
Plastic Traffic Arrow (Type A Thermoplastic)
EA
2
SCHEDULE C - Bethel Rd.
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Mobilization (10%)
LS
1
1-09 STD
Minor Change
CALC
1
1-10 STD
Project Temporary Traffic Control (10%)
LS
1
2-02 STD
Removing Cement Concrete Sidewalk
SY
40
5-04 STD
Pavement Repair Excavtion Incl. Haul
SY
1550
5-04 SP
Curshed Surfacing Base Course for Pavement Repair
TN
160
5-04 SP
HMA CL. 1/2" PG 58-22 (Roadway Reconstruction)
SY
1550
5-04 STD
Crack Sealing
LF
750
7-05 STD
Adjust Manhole
EA
3
8-04 STD
Cement Concrete Pedestrian Curb
LF
60
8-04 STD
Cement Concrete Traffic Curb and Gutter
LF
60
8-14 STD
Cement Concrete Curb Ramp Type Parallel A
EA
2
8-14 STD
Cement Concrete Sidewalk
SY
35
8-22 STD
Paint Line
LF
630
8-22 STD
Plastic Crosswalk Line (Type A Thermoplastic)
SF
280
8-22 STD
Plastic Stop Line (Type A Thermoplastic)
LF
40
8-22 STD
Plastic Traffic Arrow (Type A Thermoplastic)
EA
4
SCHEDULE D - Shop Facility
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Minor Change
CALC
1
1-09 STD
Mobilization (10%)
LS
1
5-04 STD
HMA CL. 1/2" PG 58-22 (Paved Lot) 4" depth
TN
240
Plus tax (Rule 170)
SCHEDULE E - Decant Facility
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Minor Change
CALC
1
1-09 STD
Mobilization (10%)
LS
1
5-04 STD
HMA CL. 1/2" PG 58-22 (Paved Lot) 4" depth
TN
40
Plus tax (Rule 170)
SCHEDULE F - Carl Pickle Dr.
Spec. Section
Item Name
Unit
Quantity
1-04.4 STD
Minor Change
CALC
1
1-09 STD
Mobilization (10%)
LS
1
1-10 STD
Project Temporary Traffic Control (10%)
LS
1
5-04 STD
Pavement Repair Excavtion Incl. Haul
SY
88
5-04 SP
Curshed Surfacing Base Course for Pavement Repair
TN
10
5-04 SP
HMA CL. 1/2" PG 58-22 (Roadway Reconstruction)
SY
88
5-04 STD
Crack Sealing
LF
130
8-22 STD
Paint Line
LF
160
Page167