HomeMy WebLinkAboutCedar Ave Sidewalk Contract ProvisionsContract No.:CAG-25-003
Contract Provisions Award Amount:
Award Date:
Award To:
Cedar Ave Sidewalk
General Bid Information:Builders Exchange of Washington,Inc.
(425)258-1303
City Contact:Emily Logan
(206)507-1007
Consultant Contact:Tani Stafford,PE
(206)284-0860
Date:
Prepared by:
Approved for Construction
City of Renton Date:
&L.
CONSULTING ENGINEERS
Gray &Osborne.nc.
1 130 Rainier Avenue South,Suite 300
Seattle.A’ashington 98144
Volume I of 2
1055 South Grady Way,Renton,Washington 98057
CITY OF RENTON
RENTON, WASHINGTON
Contract Provisions
for the
Cedar Ave Sidewalk
City Contract Number: CAG-25-003
February 2025
City of Renton
1055 South Grady Way
Renton, WA 98057
2/7/25
Cedar Ave Sidewalk Table of Contents
Page 1 of 1 2025
CITY OF RENTON
Cedar Ave Sidewalk
Table of Contents
VOLUME I
I. CALL FOR BIDS
II. INFORMATION FOR BIDDERS
1. INFORMATION AND CHECKLIST FOR BIDDERS
2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
III. PROJECT PROPOSAL
1. * PROJECT PROPOSAL BID SUMMARY
2. * PROPOSAL COVER PAGE
3. * SCHEDULE OF PRICES
4. * NON-COLLUSION DECLARATION
5. * LOCAL AGENCY SUBCONTRACTOR LIST
6. * PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT
7. * CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY
CRITERIA, WASHINGTON STATE PUBLIC WORKS CONTRACTS
8. * PROPOSAL SIGNATURE PAGE
9. * PROPOSAL BID BOND TO THE CITY OF RENTON
IV. AGREEMENT FORMS
1. ❖ AGREEMENT
2. ❖ CONTRACT BOND TO THE CITY OF RENTON
3. ❖ FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE
* Submit as part of the bid.
❖ Submit within 10 days after Notice of Award.
V. CONTRACT SPECIFICATIONS
1. SPECIAL PROVISIONS
APPENDICES
A – PREVAILING HOURLY MINIMUM WAGE RATES
B – CITY OF RENTON STANDARD PLANS
C – WSDOT STANDARD PLANS
VOLUME II
1. CONTRACT PLANS
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
I. CALL FOR BIDS
City of Renton CAG-25-003
Cedar Ave Sidewalk
Cedar Ave Sidewalk Project Call for Bids
TED4004098 Page 1 of 1 2025
CALL FOR BIDS
Sealed bids will be received until 11:00 AM on March 18, 2025, at the lobby of Renton City Hall, 1055
South Grady Way, Renton, WA 98057. All supplemental documents, that are allowed to be submitted
after this date and time, shall be received at the lobby of Renton City Hall. The bids will be opened and
publicly read via Zoom video-conferencing web application at 3:00 PM, March 20, 2025. Any bids received
after the published bid submittal time cannot be considered and will not be accepted.
The bid opening meeting can be accessed by clicking the following link to join the Zoom meeting:
https://us02web.zoom.us/j/88577808478?pwd=xaCuZhLb1bVcohbe9BOatkkFTr6Kp4.1
Using the Zoom app: Meeting ID: 885 7780 8478; Password: 358936;
Via telephone by dialing: 253-205-0468;
Zoom is free to use and is available at https://zoom.us/.
Approved plans, specifications, addenda, and plan holders list for this project are available on-line through
Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects;
Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in
order to receive automatic email notification of future addenda and to be placed on the Bidders List).
Contact Builders Exchange of Washington at 425-258-1303 should you require further assistance.
The City of Renton, in accordance with the provisions Title VI of the Civil Rights Act of 1964, (78 Stat.
252, 42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively
ensure that in any contract entered into pursuant to this advertisement, disadvantaged business
enterprises will be afforded full opportunity and fair opportunity to submit bids in response to this
invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in
consideration for an award.
The improvement for which bids will be received is described below:
Construct the Cedar Ave Sidewalk. The work includes but is not limited to: reconstruction of approximately
100 LF of curb, gutter and sidewalk along Cedar Avenue South, fronting 601 Cedar Avenue South, terraced
modular block walls, reconstruction of cement concrete stairs and railings, a curb ramp and surface
restoration.
Jason A. Seth, City Clerk
Published:
Daily Journal of Commerce – March 4, 2025 and March 11, 2025
Seattle Times – March 4, 2025 and March 11, 2025
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
II. INFORMATION FOR BIDDERS
Cedar Ave Sidewalk Information and Checklist for Bidders
Page 1 of 3 2025
INFORMATION FOR BIDDERS
The following supplements the information in the Call for Bids:
1. Special Project Information. The Contract Documents, including Standard Specifications, and
all applicable laws and regulations apply to this project. The following items particular to this
project are repeated here for emphasis:
a. Prevailing Wages. This project does not include federal funding. Therefore, only State
Prevailing Wages must be paid on this project. The Prevailing Wages in effect at time
of Advertisement are provided in Appendix B. It is the Bidder’s responsibility to obtain
wage information for any work classifications that are not included.
b. Map of Project Locations and Summary of Quantities. Volume 2 of 2 includes a Map of
Project Locations and may include a summary of quantities for each street included in the
scope of work. If there is a conflict in quantities between these summaries and the
Schedule of Prices, the Schedule of Prices shall govern.
OTHER PROJECT SPECIFIC INFORMATION
2. Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation i n writing by the close of business five (5) business
days preceding the bid opening to allow a written reply t o reach all prospective Bidders
before the submission of their Bids. Oral explanations, interpretations, or instructions given
by anyone before the Award of Contract will not be binding on the City of Renton.
3. If a bidder has any questions regarding the project, the bidder may either:
• Submit questions via e-mail: mailto: elogan@rentonwa.gov. Put “Cedar Ave Sidewalk” in
the subject line
No other type of inquiry will be accepted.
4. All bids must be self -explanatory. Partial bids will not be accepted. No opportunity will be
offered for oral explanation except as the City of Renton may request further information on
particular points. The bidder shall, upon request, furnish information to the City of Renton
as to their financial and practical ability to satisfactorily perform the work.
5. The construction contract will be awarded by the City of Renton to the lowest responsible,
responsive bidder. The total bid amount of all schedules combined will be used to
determine the low bidder.
6. The City of Renton reserves the right to reject any and all bids or waive any and/or all
informalities.
7. Payment for this work will be made in cash warrants.
Cedar Ave Sidewalk Information and Checklist for Bidders
Page 2 of 3 2025
8. Bidders are not required to be in possession of a current City of Renton business license in
order to bid on City projects. However, Contractors and all subcontractors of all tiers must
be in possession of a current City business license while conducting work in the City.
9. Bidding Checklist
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.
It is the responsibility of each bidder to ascertain if all the documents listed below and in the
Table of Contents are included in their copy of the Contract Provisions. If documents are
missing, it is the sole responsibility of the Bidder to contact the City of Renton to obtain the
missing documents prior to the date and time that bids are due.
The following documents shall be submitted with the bid.
a. Project Proposal Cover Sheet - The form included in these Bid Documents must be used;
no substitute will be accepted.
b. Proposal – The form included in these Bid Documents must be used; no substitute will be
accepted.
c. Schedule of Prices – The form(s) included in these Bid Documents must be used; no
substitute will be accepted. Bidders must bid on all schedules and items shown on the
Schedule of Prices. 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.
d. Non-Collusion Declaration – The form included in these Bid Documents must be used; no
substitute will be accepted.
e. Local Agency Subcontractor List - This form is available at
http://wsdot.wa.gov/forms/pdfForms.html . Bidder may download, print and complete
the form to include with Bid. The DOT Form, DOT Form Number and revision date must
match the form included in these Bid Documents, otherwise the Bid will be considered
irregular and non-responsive and the Bid will be rejected.
f. Proposal for Incorporating Recycled Materials into the Project – The form included in
these Bid Documents must be used; no substitute will be accepted.
g. Contractor Certification, Wage Law Compliance – Responsibility Criteria, Washington
State Public Works Contracts – This form is available at
http://wsdot.wa.gov/forms/pdfForms.html . Bidder may download, complete, print and
sign the form to include with Bid. The DOT Form, DOT Form Number and revision date
must match the form included in these Bid Documents, otherwise the Bid will be
considered irregular and non-responsive and the Bid will be rejected.
Cedar Ave Sidewalk Information and Checklist for Bidders
Page 3 of 3 2025
h. Proposal Signature Page – The form included in these Bid Documents must be used; no
substitute will be accepted.
i. Proposal Bid Bond to the City of Renton – The form included in these Bid Documents
must be used; no substitute will be accepted. If an attorney-in-fact signs bond, the power
of attorney authorizing such execution must be current and enforceable, be properly
executed by the Surety in accordance with the Surety’s by-laws or other applicable rules
and resolutions, and include all necessary corporate seals, signatures, and notaries.
10. Contract Checklist
The following documents are to be executed by the successful Bidder after the Contract is
awarded.
a. Agreement – The form included in these Bid Documents must be used; no substitute will
be accepted. Two originals shall be executed by the successful Bidder.
b. Contract Bond – The form included in these Bid Documents must be used; no substitute
will be accepted. Two originals shall be executed by the successful Bidder and its surety
company. This bond covers successful completion of all work and payment of all l aborers,
subcontractors, suppliers, etc. If an attorney -in-fact signs bond, the power of attorney
authorizing such execution must be current and enforceable, be properly executed by the
Surety in accordance with the Surety’s by-laws or other applicable rules and resolutions,
and include all necessary corporate seals, signatures, and notaries.
c. Fair Practices Policy Affidavit of Compliance – The form included in these Bid Documents
must be used; no substitute will be accepted.
d. Certificates of Insurance – To be executed by an insurance company acceptable to the
City, on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special
Provisions. The City of Renton shall be named as “Additional Insured” on the insurance
policies as well as the entities listed in Section 1-07.18(2) of the Special Provisions.
e. Retainage – Refer to Standard Specification Section 1-09.9(1), Retainage.
Cedar Ave Sidewalk Summary of Fair Practices Policy
2025
Cedar Ave Sidewalk Summary of American Disabilities Act Policy
2025
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
III. PROJECT PROPOSAL
Project Name: Cedar Ave Sidewalk
City Contract Number: CAG-25-003
Company:
Address:
Telephone No.:
Fax No.:
Total Bid Amount:
$
Cedar Ave Sidewalk Proposal
2025
PROPOSAL COVER PAGE
Cedar Ave Sidewalk
TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
The undersigned (Bidder) hereby certify that the Bidder has examined the location and
construction details of the proposed work, has read and thoroughly understands the Contract
Documents governing the work, and the nature of the work, and the method by which
payment will be made for said work. Bidder hereby proposes to undertake and complete the
work detailed in and in accordance with these Contract Documents, for the Total Bid Amount
shown on the attached Schedule of Prices.
The Bidder understands that the quantities mentioned herein are approximate only and are
subject to increase or decrease, and hereby proposes to perform all quantities of work as either
increased or decreased in accordance with the Contract Documents.
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the
form of (check one) bid bond, or cashier's check (made payable to the City of Renton), or
postal money order (made payable to the City of Renton), in an amount equal to five percent
(5%) of the Total Bid Amount, is attached hereto.
If a bid bond is signed by an attorney -in-fact, Bidder agrees that the power of attorney authorizing
such execution must be current and enforceable, be properly executed by the Surety in
accordance with the Surety’s by-laws or other applicable rules and resolutions, and include all
necessary corporate seals, signatures, and notaries.
Bidder understands that Contract Award or Bid rejection will occur within 45 calendar days after
the opening of bids, as specified in Section 1-03.2 of the Standard Specifications.
Bidder further understands that should Bidder fail to enter into this contract in accordance with
his or her Bid and furnish a contract bond within a period of ten (10) days from the date at which
he or she is notified that he or she is the successful bidder, the Bid Proposal Deposit shall be
forfeited to the City of Renton, as set forth in RCW 35A.40.200 and RCW 35.23.352
Bidder hereby agrees to complete the Physical Work in all respects within 45 working days.
Contract time shall begin on the first working day following the Notice to Proceed date.
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
1 ADA FEATURE SURVEYING 1-05.4 LS 1
2 CONTRACTOR SURVEYING 1-05.4 LS 1
3 SPCC PLAN 1-07.15(1) LS 1
4 MOBILIZATION 1-09.7 LS 1
5 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5(2) LS 1
6 TRAFFIC CONTROL SUPERVISOR 1-10.5(2) LS 1
7 PEDESTRIAN TRAFFIC CONTROL 1-10.5(2) LS 1
8 FLAGGERS 1-10.5(2) HR 540
9 OTHER TRAFFIC CONTROL LABOR 1-10.5 HR 30
10 CLEARING AND GRUBBING 2-01.5 AC 0.04
11 REMOVAL OF STRUCTURES AND
OBSTRUCTIONS 2-02.5 LS 1
12 REMOVING CURB AND GUTTER 2-02.5 LF 130
13 REMOVING CEMENT CONC. SIDEWALK 2-02.5 SY 75
14 REMOVING ASPHALT CONC. PAVEMENT 2-02.5 SY 30
15 SAWCUTTING 2-02.5 LF 130
16 ROADWAY EXCAVATION, INCL. HAUL 2-03.5 CY 220
17 GRAVEL BACKFILL FOR WALL 2-06.5 TN 120
SCHEDULE OF PRICES
Cedar Ave Sidewalk
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Cedar Ave Sidewalk
Page 1 of 3
Schedule of Prices
2025
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
18 LOCATE EXISTING UTILTIES 2-09.5 LS 1
19 POTHOLE 2-09.5 EACH 2
20 CRUSHED SURFACING TOP COURSE 4-04.5 TON 75
21 CRUSHED SURFACING BASE COURSE 4-04.5 TON 40
22 ADJUST CATCH BASIN 5-04.5 EACH 1
23 HMA CL. 1/2" PG 58H-22 5-04.5 TON 10
24 CEMENT CONC. COPING 6-02.5 CY 15
25 CEMENT CONC. STAIR WALL 6-02.5 CY 60
26 STAIR RAILING 6-03.5 LS 1
27 SOLID WALL PVC DRAIN PIPE, 4 IN. DIAM. 7-01.5 LF 20
28 CONNECTION TO DRAINAGE STRUCTURE 7-05.5 EACH 1
29 EROSION CONTROL AND WATER POLLUTION
PREVENTION 8-01.5 LS 1
30 INLET PROTECTION 8-01.5 EACH 2
31 SILT FENCE 8-01.5 LF 95
32 PROPERTY RESTORATION 8-02.5 EST 1 $20,000.00 $20,000.00
33 SOD INSTALLATION 8-02.5 SY 105
34 TOPSOIL, TYPE A 8-02.5 CY 30
35 BARK OR WOOD CHIP MULCH 8-02.5 CY 10
36 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 LF 135
37 CHAIN LINK FENCE, TYPE 4 8-12.5 LF 110
38 CEMENT CONC. STAIRWAY 8-14.5 SY 7
Cedar Ave Sidewalk
Page 2 of 3
Schedule of Prices
2025
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
39 CEMENT CONC. SIDEWALK 8-14.5 SY 60
40 CEMENT CONC. CURB RAMP, TYPE SINGLE
DIRECTIONAL 8-14.5 EACH 1
41 MAILBOX SUPPORT, TYPE 1 8-18.5 EACH 1
42 PERMANENT SIGNING 8-21.5 LS 1
43 GRAVITY BLOCK WALL 8-24.5 SF 620
TOTAL BID AMOUNT =
*NOTE: All applicable sales tax shall be included in the unit and lump sum bid price per section 1-07.2(1) and WAC 458-20-171.
Cedar Ave Sidewalk
Page 3 of 3
Schedule of Prices
2025
Cedar Ave Sidewalk Local Agency Non-Collusion Declaration
2025
Cedar Ave Sidewalk Local Agency Subcontractor List
2025
Cedar Ave Sidewalk Proposal For Incorporating Recycled Materials
2025
Cedar Ave Sidewalk Contractor Certification, Wage Law Compliance – Responsibility Criteria
2025
Cedar Ave Sidewalk Proposal – Signature Page
2025
PROPOSAL SIGNATURE PAGE
By signing below, Bidder acknowledges receipt and understanding of the following Addenda to
the Bid Documents:
Addendum No. Date of Receipt Addendum No. Date of Receipt
1
3
2
4
NOTE: A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged.
The bidder is hereby advised that by signature of this proposal he/she is deemed to have
acknowledged all requirements and signed all certificates contained herein.
[Signature of Authorized Official] * [Business Name]
[Printed Name] [Address Line 1]
[Title] [Address Line 2]
[Date] [Telephone Number]
* NOTE: Evidence of the signatory’s authority to sign the Proposal on behalf of the business entity shall be
submitted with the Bid. Otherwise, the submitted Bid will be considered irregular and non -responsive
and the Bid may be rejected.
NOTE: The address and phone number listed above will be used for all communications regarding this proposal.
Type of business entity (e.g. corporation, partnership, etc.):
State of Incorporation, or State where business entity was formed:
Cedar Ave Sidewalk Proposal – Signature Page
2025
WA State Contractor’s Registration #
UBI #
Industrial Insurance Account #
Employment Security Department #
State Excise Tax Registration #
DUNS #
N/A
The Surety Company which will furnish the required Contract Bond is
[Surety] [Address Line 1]
[Telephone Number] [Address Line 2]
Cedar Ave Sidewalk Proposal Bid Bond to the City of Renton
2025
PROPOSAL BID BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS, That we, [Bidder] _________________________________
of [address] ______________________________________________________ as Principal, and
[Surety] _________________________________________ a corporation organized and existing
under the laws of the State of ________________________ as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with
municipal corporations, as Surety, are jointly and severally held and firmly bound unto the City
of Renton in the full sum of five (5) percent of the total bid amount of the proposal of said
Principal for the work hereinafter described, for the payment of which, well and truly to be made,
we bind ourselves and our heirs, executors, administrators and assigns, and successors and
assigns, jointly and severally, firmly by these presents.
The condition of the bond is such, that whereas the Principal herein is herewith submitting
his/her or its sealed proposal for the following public works construction project, to wit:
Cedar Ave Sidewalk
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be
awarded to said Principal, and if said Principal shall duly make and enter into and execute said
contract and shall furnish contract bond as required by the City of Renton within a period of ten
(10) days from and after said award, exclusive of the day of such award, then this obligation shall
be null and void, otherwise it shall remain and be i n full force and effect.
IN THE EVENT, the Principal, following award, fails to execute an Agreement with the City of
Renton in accordance with the terms of the Proposal and furnish a contract bond with Surety or
Sureties approved by the City of Renton w ithin ten (10) days from and after said award, then
Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and
forfeit to the City of Renton the amount of the Proposal Bid Bond, as set forth in RCW 35A.40.200
and RCW 35.23.352.
This Proposal Bid Bond shall be governed and construed by the laws of the State of Washington,
and venue shall be in King County, Washington.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and
sealed this ________ day of ____________________, 20______.
Cedar Ave Sidewalk Proposal Bid Bond to the City of Renton
2025
PRINCIPAL SURETY
[Principal] [Surety]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or Surety Company:
Telephone:
Surety WAOIC #
Surety NAIC #
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
IV. AGREEMENT FORMS
Cedar Ave Sidewalk Agreement
2025
AGREEMENT
CONTRACT NO. CAG-25-003
THIS AGREEMENT, made and entered into this ________ day of ________________, ________
by and between the CITY OF RENTON, a municipal corporation of the State of Washington,
hereinafter referred to as “City” and _______________________________________________,
hereinafter referred to as “Contractor.”
WITNESSETH: That in consideration of the terms and con ditions contained herein and attached
and made a part of this agreement, the parties hereto covenant and agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment for:
Cedar Ave Sidewalk in accordance with and as described in the attached plans and
specifications, and the 2025 Standard Specifications for Road, Bridge, and Municipal
Construction, as prepared by the Washington State Department of Transportation (WSDOT)
and the Washington State Chapter of the American Public Works Association (APWA) which
are by this reference incorporated herein and made part hereof and, shall perform any
changes in the work in accord with the Contract Documents.
The Contractor shall provide and bear the e xpense of all equipment, work and labor, of any
sort whatsoever that may be required for the transfer of materials and for constructing and
completing the work provided for in these Contract Documents except those items
mentioned therein to be furnished by the City.
2. The City hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the above described work
and to complete and furnish the same in accord with the attached plans and specifications
and the terms and conditions herein contained and hereby contracts to pay for the same
according to the attached specifications and the schedule of unit or itemized prices at the
time and in the manner and upon the conditions provided for in this contract
The sum total of all progress payments is not to exceed the Total Bid Amount listed in the
Schedule of Prices incorporated into this contract , unless the Total Bid Amount is amended
by change order(s) prepared and executed in accordance with these Contract Documents .
3. The Contractor for himself/herself, and for his/her heirs, executors, administrators,
successors, and assigns, does hereby agree to full performance of all covenants required of
the Contractor in the contract.
Cedar Ave Sidewalk Agreement
2025
4. It is further provided that no liability shall attach to the City by reason of entering into this
contract, except as provided herein.
5. In the event litigation is commenced to enforce this contract, the prevailing party shall be
entitled to recover its costs, including reasonable attorney’s and expert witness fees.
6. This contract is executed in two (2) identical counterparts, by the parties, each of which shall
for all purposes be deemed and original.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first
below written and the Mayor has caused this instrument to be executed by and in the name of
the City of Renton the day and year first above written.
CONTRACTOR CITY OF RENTON
[Signature of Authorized Official] * Denis Law, Mayor
[Title] ATTEST
[Business Name] Jason Seth, City Clerk
[Date]
* NOTE: E vidence of the signatory’s authority to sign the Agreement on behalf of the business entity shall be
submitted.
CONTRACTOR ADDRESS FOR GIVING NOTICES CITY OF RENTON ADDRESS FOR GIVING NOTICES
Transportation Systems Division
Renton City Hall – 5th Floor
1055 South Grady Way
Renton, WA 98057
Cedar Ave Sidewalk Page 1 of 2 Contract Bond to the CITY of Renton
03/08/2022 F clb
CONTRACT BOND TO THE CITY OF RENTON
Bond No. ________________
KNOW ALL MEN BY THESE PRESENTS, That we, (CONTRACTOR/PRINCIPAL) ______________________
of [address]________________________________________________ as PRINCIPAL , and
(SURETY)_________________________________________ a corporation organized and existing under
the laws of the State of ________________________ as a SURETY corporation, and qualified under the
laws of the State of Washington to become SURETY upon bonds of contractors with municipal
corporations, as SURETY , are jointly and severally held and firmly bound to the City of Renton
(CITY/OWNER) in the sum of________________________________________________ US Dollars
($________________________) Total Contract Amount, for the payment of which sum on demand we
bind ourselves and our heirs, successors, assigns, executors, administrators and personal
representatives, as the case may be. This obligation is entered into pursuant to the laws of the State of
Washington and the ordinances of the City of Renton.
Dated at _____________, Washington, this ________ day of ____________________, 20______.
NOW, THEREFORE THE CONDITIONS OF THE ABOVE OBLIGATION ARE AS FOLLOWS:
WHEREAS, under and pursuant to Contract No. CAG-25-003 providing for construction of the Cedar Ave
Sidewalk; the PRINCIPAL has accepted, or is about to accept, the Contract, and undertake to perform
the Work therein provided for in the manner and within the time set forth.
The SURETY indemnifies, defends, and protects and holds the CITY/OWNER, its officers, agents, and
assigns harmless from and against all claims, liabilities, causes of action, damages, and costs for such
payments for labor, equipment, and materials by satisfying all claims and demands incurred under
the Contract, and reimbursing and paying CITY/OWNER all expenses that CITY/OWNER may incur in
making good any default by PRINCIPAL; and, against any claim of direct or indirect loss resulting from
the failure of the PRINCIPAL, its heirs, executors, administrators, successors, or assigns, (or the
subcontractors or lower tier subcontractors of the PRINCIPAL) to pay all laborers, mechanics,
subcontractors, lower tier subcontractors material persons, and all persons who shall supply such
contractor or subcontractors with provisions and supplies for the carrying on of such work; and,
against any claim of direct or indirect loss resulting from the failure of the PRINCIPAL, its heirs,
executors, administrators, successors, or assigns (or any of the employees, subcontractors, or lower
tier subcontractors of the PRINCIPAL) to faithfully perform the Contract.
• The indemnities to CITY/OWNER shall also inure to the benefit of the Consulting Engineers and other
design professionals retained by OWNER in connection with the Project.
• 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 Contract Bond.
SURETY , for value received, hereby waives notice of any change, extension of time, alteration, or
addition to the terms of the Contract or the Work to be performed thereunder and agrees that
modifications and changes to the terms and conditions of the Contract that increase the total amount
to be paid the PRINCIPAL shall automatically increase the obligation of the SURETY on this Contract
Bond and notice to SURETY is not required for such increased obligation.
This Contract Bond shall be governed and construed by the laws of the State of Washington, and
venue shall be in King County, Washington.
Cedar Ave Sidewalk Page 2 of 2 Contract Bond to the CITY of Renton
03/08/2022 F clb
FURTHERMORE, this Contract Bond shall be satisfied and released only upon the conditions that
PRINCIPAL or SURETY:
Faithfully performs all provisions of the Contract and changes authorized by CITY/OWNER in the
manner and within the time specified as may be extended under the Contract;
Pay, in accordance with Chapters 39.08, 39.12 and 60.28 Revised Code of Washington (RCW), the
sums due all workers, laborers, mechanics, subcontractors, lower tier subcontractors, material
suppliers, and all other persons or agents who supply labor, equipment, or materials for carrying on
of such work under the Contract;
Pay all taxes, increases and penalties, if any, incurred on or related to the Contract under Titles 50 and
51 Revised Code of Washington (RCW) and any and all taxes imposed on the Principle under Title 82
RCW or any other law;
Receives a written discharge/release of bond from CITY, signed by the Mayor or by a duly authorized
representative of CITY.
This Contract Bond shall be executed in two (2) original counterparts, and shall be signed by the parties’
duly authorized officers. This Contract Bond will only be accepted if is accompanied by a fully executed
and original power of attorney for the office executing on behalf of the SURETY.
PRINCIPAL SURETY
[PRINCIPAL] [SURETY]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or SURETY Company:
Telephone:
Cedar Ave Sidewalk Fair Practices and Non-Discrimination Declaration
2025
FAIR PRACTICES AND NON-DISCRIMINATION POLICY
DECLARATION
I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of the
United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation affirms and subscribes to the
Fair Practices and Non-discrimination policies set forth by the law and by City of Renton
policy, adopted by Resolution No. 4085.
2. That by signing the signature page of this Agreement, I am deemed to have signed and to
have agreed to the provisions of this declaration.
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
V. CONTRACT SPECIFICATIONS
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
1. Special Provisions
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Table of Contents
Introduction To The Special Provisions ............................................................................................... SP 1
Description of Work .......................................................................................................................... SP 2
1-02 BID PROCEDURES AND CONDITIONS .................................................................................... SP 4
1-03 AWARD AND EXECUTION OF CONTRACT ............................................................................. SP 12
1-04 SCOPE OF WORK ................................................................................................................. SP 14
1-05 CONTROL OF WORK ............................................................................................................ SP 15
1-06 CONTROL OF MATERIAL ...................................................................................................... SP 23
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ................................................... SP 23
1-08 PROSECUTION AND PROGRESS ........................................................................................... SP 33
1-09 MEASUREMENT AND PAYMENT .......................................................................................... SP 38
1-10 TEMPORARY TRAFFIC CONTROL ........................................................................................... SP 42
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ................................................................. SP 44
2-03 ROADWAY EXCAVATION AND EMBANKMENT ...................................................................... SP 47
2-04 HAUL ................................................................................................................................... SP 50
2-07 WATERING ........................................................................................................................... SP 50
2-09 STRUCTURE EXCAVATION .................................................................................................... SP 50
3-01 PRODUCTION FROM QUARRY AND PIT SITES ........................................................................ SP 54
4-04 BALLAST AND CRUSHED SURFACING .................................................................................... SP 55
5-04 HOT MIX ASPHALT ............................................................................................................... SP 56
6-02 CONCRETE STRUCTURES ...................................................................................................... SP 80
6-06 BRIDGE RAILINGS ................................................................................................................. SP 81
6-07 PAINTING ............................................................................................................................. SP 83
7-01 DRAINS ................................................................................................................................ SP 87
7-05 MANHOLES, INLETS, CATCH BASINS AND DRYWELLS ............................................................ SP 87
7-07 CLEANING EXISTING DRAINAGE STRUCTURES ...................................................................... SP 89
Cedar Ave Sidewalk SP ii Special Provisions
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8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ....................................................... SP 91
8-02 ROADSIDE RESTORATION ..................................................................................................... SP 92
8-04 CURB, GUTTERS, AND SPILLWAYS ........................................................................................ SP 97
8-09 RAISED PAVEMENT MARKERS .............................................................................................. SP 97
8-12 CHAIN LINK FENCE AND WIRE FENCE ................................................................................... SP 98
8-14 CEMENT CONCRETE SIDEWALKS .......................................................................................... SP 99
8-18 MAILBOX SUPPORT ............................................................................................................ SP 101
8-21 PERMANENT SIGNING ........................................................................................................ SP 102
8-22 PAVEMENT MARKING ........................................................................................................ SP 103
8-24 ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING ................................................. SP 104
9-03 AGGREGATES ..................................................................................................................... SP 107
9-14 EROSION CONTROL AND ROADSIDE PLANTING .................................................................. SP 107
APPENDICES .................................................................................................................................. SP 118
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SPECIAL PROVISIONS
INTRODUCTION TO THE SPECIAL PROVISIONS
(January 4, 2024 APWA GSP, Option A)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction, 2025 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 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 GSPs are labeled under the headers of each GSP, with the effecti ve date of the GSP and its source.
For example:
(March 8, 2013 APWA GSP)
(April 1, 2013 WSDOTGSP)
(May 1, 2013 Renton GSP) Agency Special Provision
Project specific special provisions are labeled without a date as such:
(*****)
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition,
with Washington State modifications, if any
• Standard Plans for Road, Bridge and Municipal Construction , WSDOT Manual M21-01, current
edition
• City of Renton Standard Details, City of Renton Public Works Department, Current Edition
• Public Rights-of-Way Accessibility Guidelines (PROWAG), current edition
Contractor shall obtain copies of these publications, at Contractor’s own expense.
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DIVISION 1 – GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995 WSDOT GSP)
This Contract provides for the improvement of Cedar Ave Sidewalk and other work, all in accordance
with the attached Contract Plans, these Contract Provisions, and the Standard Specifications.
1-01.3 Definitions
(January 19, 2022 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with
the following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and
responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and
benefit of the facilities, both from the operational and safety standpoint, any remaining traffic
disruptions will be rare and brief, and only minor incidental work, replacement of temporary
substitute facilities, plant establishment periods, or correction or repair remains for the Physical
Completion of the total Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required by
the Contract and required by law does not necessarily need to be furnished by the Contractor by
this date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation required by the
Contract and required by law must be furnished by the Contractor before establishment of this
date.
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
Cedar Ave Sidewalk SP 3 Special Provisions
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Supplement this Section with the following:
All references in the Standard Specifications or WSDOT General Special Provisions, to the terms
“Department of Transportation”, “Washington State Transportation Commission”, “Commission”,
“Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised
to read “Contracting Agency”.
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless
the reference is to an administrative agency of the State of Washington, a State statute or
regulation, or the context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency
designated location”.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting
Agency form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which
may, at the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal,
from which the Contracting Agency may make a choice between different methods or material of
construction for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s)
are required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work
must be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
Cedar Ave Sidewalk SP 4 Special Provisions
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Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and
directing the Contractor to proceed with the Work and establishing the date on which the Contract
time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian
traffic.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of
RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works
project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids
(Advertisement for Bids) for the work.
After award of the contract, Plans and specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced Plans (11" x 17") 2 Furnished automatically upon
award.
Contract Provisions 2 Furnished automatically upon
award.
Large Plans (e.g., 22" x 34") 2 Furnished only upon request.
Additional Plans and Contract Provisions may be obtained by the Contractor from the source stated
in the Call for Bids, at the Contractor’s own expense.
Cedar Ave Sidewalk SP 5 Special Provisions
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1-02.4 Examination of Plans, Specifications and Site of Work
1-02.4(1) General
(December 30, 2022 APWA GSP Option B)
The first sentence of the ninth paragraph, beginning with “Prospective Bidder desiring…”, is revised to
read:
Prospective Bidders desiring an explanation or interpretation of the Bid Documents, shall request
the explanation or interpretation in writing by close of business 5 business days preceding the bid
opening to allow a written reply to reach all prospective Bidders before the submission of their Bids.
1-02.4(2) Subsurface Information
(January 19, 2022 APWA GSP)
The third and fourth sentences in the first paragraph are revised to read:
The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix
to the Special Provisions, shall be considered as part of the Contract. The boring logs and associated
data, if and when included as an appendix to the Special Provisions, shall be considered as part of
the Contract.
1-02.5 Proposal Forms
(******)
Delete Section 1-02.5 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; a State of Washington Contractor’s Registration Number; Unified Business
Identifier (UBI); Industrial Insurance Account Number, Employment Security Department Number and
State Excise Tax Registration Number. 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.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates
and additives set forth in the Proposal Form unless otherwise specified.
Cedar Ave Sidewalk SP 6 Special Provisions
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1-02.6 Preparation of Proposal
(******)
Delete Section 1-02.6 and replace it with the following:
The Contracting Agency will accept only those Proposals properly executed on the physical forms it
provides, or electronic forms that the Bidder has been authorized to access. Unless it approves in
writing, the Contracting Agency will not accept Proposals on forms attached to the Plans and stamped
“Informational”.
All prices shall be in legible figures (not words) written in ink or typed, and expressed in U.S. dollars
and cents. The Proposal shall include:
1. A unit price for each item (omitting digits more than four places to the right of the decimal point),
2. An extension for each unit price (omitting digits more than two places to the right of the decimal
point), and
3. The Total Bid Amount (the sum of all extensions).
4. If a minimum bid amount has been established for any item, the unit or lump sum price must
equal or exceed the minimum amount stated.
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the
signer of the bid.
In the space provided on the signature sheet, the Bidder shall confirm that all Addenda have been
received.
The Bidder shall submit with the Bid a list of:
1. Subcontractors who will perform the work of structural steel installation, rebar installation,
heating, ventilation and air conditioning, plumbing as described in RCW 18.106 and electrical as
described in RCW 19.28, and
2. The work those Subcontractors will perform on the Contract as described in RCW 39.30.060; and.
3. Shall not list more than one Subcontractor for each category of work identified, except, when
Subcontractors vary with Bid alternates, in which case the Bidder shall identify which
Subcontractor will be used for which alternate.
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor
to perform those items of work.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
Cedar Ave Sidewalk SP 7 Special Provisions
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Evidence of the signatory’s authority to sign the Bid Proposal on behalf of the business entity shall
be submitted with the Bid Proposal. Otherwise, the submitted Bid Proposal will be considered
irregular and non-responsive and may be rejected.
1-02.6(1) Recycled Materials Proposal
(January 4, 2016 APWA GSP)
Section 1-02.6(1) is an added new section:
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the
project, using the form provided in the Contract Provisions. Otherwise, the submitted Bid Proposal
will be considered irregular and non-responsive and will be rejected.
1-02.6(2) Certification of Compliance with Wage Payment Statutes
(******)
Section 1-02.6(2) is an added new section:
The Bidder shall submit with the Bid a completed and signed “Contractor Certification, Wage Law
Compliance – Responsibility Criteria, Washington State Public Works Contracts” document where the
Bidder under penalty of perjurty verifies that the Bidder is in compliance with reponsibile bidder
criteria in RCW 39.04.350 subsection (1)(g), as required per Section 1-02.14. Otherwise, the submitted
Bid Proposal will be considered irregular and non-responsive and will be rejected.
The Bidder may use the form provided in the Bid Documents. The form is also available at
http://wsdot.wa.gov/forms/pdfForms.html. The Bidder may download, print, complete and sign the
form to include with Bid. The DOT Form, DOT Form Number and revision date must match the form
included in the Bid Documents, otherwise the Bid will be regarded as irregular and non-responsive
and the Bid will be rejected.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents
five percent of the maximum bid amount that could be awarded;
Cedar Ave Sidewalk SP 8 Special Provisions
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5. Signature of the bidder’s officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title of
the person must accompany the said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of attorney.
If so stated in the Contract Provisions, bidder must use the bond form included in the Contract
Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.7(1) Bid Bond, Cashier’s Check, Postal Money Order
(******)
Section 1-02.7(1) is an added new section:
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the form
of either a bid bond, cashier’s check or postal money order in an amount equal to five percent (5%)
of the Total Bid Amount shall be submitted with the Bid Proposal.
If the Bidder elects to provide a bid bond, the Proposal Bid Bond form included in the Bid Documents
shall be used. Otherwise, the Bid Proposal will be considered irregular and non-responsive and the
Bid Proposal will be rejected.
If the Bidder elects to provide a cashier’s check, it shall be made payable to the City of Renton.
If the Bidder elects to provide a postal money order, it shall be made payable to the City of Renton.
Cash will not be accepted for a bid deposit.
1-02.9 Delivery of Proposal
(******)
Delete Section 1-02.9 and replace it with the following:
Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as
stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in
the Bid Documents, to ensure proper handling and delivery.
Proposals that are received as required will be publically 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.
Cedar Ave Sidewalk SP 9 Special Provisions
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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, e-mailed, or faxed requests to withdraw, revise
or supplement a Bid Proposal are not acceptable.
1-02.12 Public Opening of Proposals
(******)
Supplement Section 1-02.12 with the following:
The Contracting Agency reserves the right to postpone the date and/or time that sealed bids are due
and the bid opening. Notification to all bidders of any change will be by addenda.
1-02.13 Irregular Proposals
(******)
Delete Section 1-02.13 and replace it with the following:
1. 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;
Cedar Ave Sidewalk SP 10 Special Provisions
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e. A price per unit cannot be determined from the Bid Proposal;
f. The Proposal form is not properly executed;
h. The Bidder fails to submit with their Bid Proposal, an original Bid Proposal Deposit in an
amount equal to five percent (5%) of the Total Bid Amount, as required in Section 1-02.7;
i. The Bidder elects to provide a Bid Bond for the Bid Proposal Deposit and does not submit or
properly execute the Proposal Bid Bond form included in the Bid Documents, as required in
Section 1-02.7(1);
j. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required
in Section 1-02.6;
k. The Bidder fails to submit or properly complete the Proposal for Incorporating Recycled
Materials into the Project document, as required in Section 1-02.6(1).
l. The Bidder fails to submit or properly execute the Contractor Certification, Wage Law
Compliance – Responsibility Criteria, Washington State Public Works Contractors document,
as required in Section 1-02.6(2).
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.
3. A Proposal will be considered irregular and may be rejected if:
a. The Bidder fails to submit with their Bid Proposal, evidence of signatory’s authority to sign the
Bid Proposal on behalf of the business entity, as required in Section 1-02.6.
Cedar Ave Sidewalk SP 11 Special Provisions
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1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option A)
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.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria
in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to
request documentation as needed from the Bidder and third parties concerning the Bidder’s
compliance with the mandatory bidder responsibility criteria.
If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility
criteria in RCW 39.04.350(1) 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.
1-02.15 Pre Award Information
(December 30, 2022 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 ti me
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.
Cedar Ave Sidewalk SP 12 Special Provisions
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7. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(December 30, 2022 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit
and the extended amount of any bid item, the price per unit will control. If a minimum bid amount
has been established for any item and the bidder’s unit or lump sum price is less than the minimum
specified amount, the Contracting Agency will unilaterally revi se the unit or lump sum price, to the
minimum specified amount and recalculate the extension. The total of extensions, corrected where
necessary, including sales taxes where applicable and such additives and/or alternates as selected by
the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the
Awarded Contract Price amount and the amount of the contract bond.
1-03.1(1) Identical Bid Totals
(December 30, 2022 APWA GSP)
Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker
will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled
materials in the Project, per the form submitted wi th the Bid Proposal. If those percentages are also
exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of
paper will be marked as follows: one marked “Winner” and the other(s) marked “unsuccessful”. The
slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized
representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by
the name of the firm as registered with the Washington State Department of Licensing. The slips shall
be unfolded and the firm with the slip marked “Winner” will be determined to be the successful Bidder
and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly
equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly
equal to the highest proposed recycled materials amount, are eligible to draw.
1-03.3 Execution of Contract
(July 8, 2024 APWA GSP Option A)
Revise this section to read:
Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the successful
Bidder shall provide the information necessary to execute the Contract to the Contracting Agency.
The Bidder shall send the contact information, including the full name, email address, and phone
number, for the authorized signer and bonding agent to the Contracting Agency.
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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 10 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, a satisfactory
bond as required by law and Section 1-03.4, the Transfer of Coverage form for the Construction
Stormwater General Permit with sections I, III, and VIII completed when provided. 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.
If the bidder experiences circumstances beyond their control that prevents return of the contract
documents within the calendar days after the award date stated above, the Contracting Agency may
grant up to a maximum of 10 additional calendar days for return of the documents, provided the
Contracting Agency deems the circumstances warrant it.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide an executed payment and performance bond(s) for the full
contract amount. The bond may be combined payment and performance bond; or be separate
payment and performance bonds. In the case of separate payment and performance bonds, each shall
be for the full contract amount. The bond(s) shall:
1. Be on a Contracting Agency-furnished form;
2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published
by the Office of the Insurance Commissioner,
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims related
directly or indirectly from any failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors
of the Contractor) to faithfully perform and comply with all contact obligations,
conditions, and duties, or
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b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)
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;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project
under titles 50, 51, and 82 RCW; and
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond;
and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the
president or vice-president, unless accompanied by written proof of the authority of the
individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of
attorney, or a letter to such effect signed by the president or vice-president).
1-03.7 Judicial Review
(December 30, 2022 APWA GSP)
Revise this section to read:
All decisions made by the Contracting Agency regarding the Award and execution of the Contract or
Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington
Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting
Agency headquarters is located, provided that where an action is asserted against a county, RCW
36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF WORK
1-04.2 Coordination of Contract Documents, P lans, Special Provisions, Specifications and Addenda
(December 22, 2022 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. Standard Specifications,
6. Contracting Agency’s Standard Plans or Details (if any), and
7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
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1-04.4 Changes
(January 19, 2022 APWA GSP)
The first two sentences of the last paragraph of Section 1-04.4 are deleted.
1-04.6 Variation in Estimated Quantities
(December 30, 2022 APWA GSP, Option A)
Revise the first paragraph to read:
Payment to the Contractor will be made only for the actual quantities of Work performed and
accepted in conformance with the Contract. When the accepted quantity of Work performed under
a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all
Work unless the total accepted quantity of the Contract item, adjusted to exclude added or deleted
amounts included in change orders accepted by both parties, increases or decreases by more than 25
percent from the original Proposal quantity, and if the total extended bid price for that item at time of
award is equal to or greater than $10,000. In that case, payment for contract work may be adjusted as
described herein.
1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviation from Plans and Stakes
Section 1-05.4 is supplemented with the following:
(January 13, 2021 WSDOT GSP)
Contractor Surveying - Roadway
The Contracting Agency has provided primary survey control in the Plans.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope
stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving,
channelization and pavement marking, illumination and signals, guardrails and barriers , and signing.
Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying,
and measuring required for setting and maintaining the necessary lines and grades shall be the
Contractor's responsibility.
The Contractor shall inform the Engineer when monuments are discovered that were not identified
in the Plans and construction activity may disturb or damage the monuments. All monuments noted
on the plans “DO NOT DISTURB” shall be protected throughout the length of the project or be replaced
at the Contractors expense.
Detailed survey records shall be maintained, including a description of the work performed on each
shift, the methods utilized, and the control points used. The record shall be adequate to allow the
survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three
working days after the end of the shift.
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The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying
and Associated Terms" current edition, published by the American Congress on Surveying and
Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and
expand into secondary control by adding stakes and hubs as well as additional survey
control needed for the project. Provide descriptions of secondary control to the
Contracting Agency. The description shall include coordinates and elevations of all
secondary control points.
2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline
or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the
alignments spaced no further than 50 feet.
3. Establish clearing limits, placing stakes at all angle points and at intermediate points not
more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of
a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans.
4. Establish grading limits, placing slope stakes at centerline increments not more than 50
feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS)
Machine Controls are used to provide grade control, then slope stakes may be omitted at
the discretion of the Contractor
5. Establish the horizontal and vertical location of all drainage features, placing offset stake s
to all drainage structures and to pipes at a horizontal interval not greater than 25 feet.
6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at
the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal
intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius
less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10
feet. Transversely, stakes shall be placed at all locations where the roadway slope changes
and at additional points such that the transverse spacing of stakes is not more than 12 feet.
If GPS Machine Controls are used to provide grade control, then roadbed and surfacing
stakes may be omitted at the discretion of the Contractor.
7. Establish intermediate elevation benchmarks as needed to check work throughout the
project.
8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying
to establish location and elevation of paving pins as they are being placed.
9. For all other types of construction included in this provision, (including but not limited to
channelization and pavement marking, illumination and signals, guardrails and barriers,
and signing) provide staking and layout as necessary to adequately locate, construct, and
check the specific construction activity.
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10. Contractor shall determine if changes are needed to the profiles or roadway sections
shown in the Contract Plans in order to achieve proper smoothness and drainage where
matching into existing features, such as a smooth transition from new pavement to existing
pavement. The Contractor shall submit these changes to the Engineer for review and
approval 10 days prior to the beginning of work.
The Contractor shall provide the Contracting Agency copies of any calculations and staking data when
requested by the Engineer.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical Horizontal
Slope stakes +0.10 feet +0.10 feet
Subgrade grade stakes set 0.04 feet
below grade
+0.01 feet +0.5 feet
(parallel to alignment)
+0.1 feet
(normal to alignment)
Stationing on roadway N/A +0.1 feet
Alignment on roadway N/A +0.04 feet
Surfacing grade stakes +0.01 feet +0.5 feet
(parallel to alignment)
+0.1 feet
(normal to alignment)
Roadway paving pins for surfacing or
paving
+0.01 feet +0.2 feet
(parallel to alignment)
+0.1 feet
(normal to alignment)
The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change
the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent checks
from different secondary control to ensure that the points staked are within the specified survey
accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these
coordinates prior to issuing approval to the Contractor for commencing with the work. The
Contracting Agency will require up to seven calendar days from the date the data is received.
Contract work to be performed using contractor-provided stakes shall not begin until the stakes are
approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility
for the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are
not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting
Agency as ordered by the Engineer.
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Payment
Payment will be made for the following bid item when included in the proposal:
"Roadway Surveying", lump sum.
The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment,
materials, and supervision utilized to perform the Work specified, including any resurveying, checking,
correction of errors, replacement of missing or damaged stakes, and coordination efforts.
(April 4, 2011 WSDOT GSP)
Licensed Surveyors
The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO
monuments or property corner monuments, conduct boundary surveys to determine Contracting
Agency right-of-way locations, and obtain, review and analyze deeds and records as necessary to
determine these boundaries. The Contracting Agency will provide “rights of entry” as needed by the
Contractor to perform the work.
The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated by the
Engineer.
The Contractor shall inform the Engineer when monuments are discovered that were not identified in
the Plans and construction activity may disturb or damage the monuments. All monuments noted on
the plans “DO NOT DISTURB” shall be protected throughout the length of the project or be replaced
at Contractors expense.
When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW
58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all
existing base maps, existing horizontal and vertical control, and other material available with
Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also
provide maps, plan sheets, and/or aerial photographs clearly identifying the limits of the areas to be
surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in
the Record of Survey and other points designated in the Contract documents.
Existing right of way documentation, existing base maps, existing horizontal and vertical control
descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by
prospective bidders at the office of the Engineer.
The Contractor shall perform all of the necessary calculations for the contracted survey work and shall
provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall
be provided and in a format acceptable to the Contracting Agency.
All survey work performed by the Contractor shall conform to all applicable sections of the Revised
Code of Washington and the Washington Administrative Code.
The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order
to provide a safe work zone.
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Payment
Payment will be made in accordance with Section 1-09.6 for the following bid item when included in
the proposal:
(November 25, 2024 APWA GSP Option D)
Contractor Surveying – ADA Features
ADA Feature Staking Requirements
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes,
and grades necessary for the construction of the ADA features. Calculations, surveying, and
measuring required for setting and maintaining the necessary lines and grades shall be the
Contractor’s responsibility. The Contractor shall build the ADA features within the
specifications in the Standard Plans and contract documents.
ADA Feature Contract Compliance
The Contractor shall be responsible for completing measurements to verify all ADA features
comply with the Contract in the presence of the Engineer.
ADA Feature As-Built Measurements
The Contractor shall be responsible for providing the latitude and longitude of each ADA feature
as indicated on the ADA Post Inspection Form(s) (WSDOT Form 224-020LP).
The completed ADA Post Inspection Form(s) (WSDOT Form 224-020LP) shall be submitted as a
Type 3 Working Drawing and transmitted to the Engineer within 30 calendar days of completing
the ADA feature. After acceptance, the Contracting Agency will retain the final form(s) for their
records.
Payment
Payment will be made for the following bid item that is included in the Proposal:
“ADA Feature Surveying”, lump sum.
The lump sum Contract price for “ADA Feature Surveying” shall be full pay for all the Work as specified.
In the instance where an ADA feature does not meet accessibility requirements, all work to replace
non-compliant work and then to measure, record the as-built measurements, and transmit the
electronic forms to the Engineer shall be completed at no additional cost to the Contracting Agency.
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.
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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.
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 Comple tion 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 therefore.
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
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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 i nspection
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.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the writt en
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 co mpletion 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.
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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
Section 1-05.14 is supplemented with the following:
(March 13, 1995 WSDOT GSP)
Other Contracts Or Other Work
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:
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1-05.15 Method of Serving Notices
(January 4, 2024 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be served and directed to the 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 written in paper format, hand delivered or sent via certified mail delivery service with return
receipt requested to the Engineer's office. Electronic copies such as e-mails or electronically delivered
copies of correspondence will not constitute such notice and will not comply with the requirements
of the Contract.
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
Section 1-05.16 is an added new section:
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.
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1-06 CONTROL OF MATERIAL
1-06.6 Recycled Materials
(January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction of the
project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were
utilized in the construction of the project for each of the items listed in Section 9-03.21. The report
shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other
recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the
supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials
Reporting.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well known place at the project site,
all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and
make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s
care, persons, including employees, who may have been injured on the project site. Employees should
not be permitted to work on the project site before the Contractor has established and made known
procedures for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, an d adequacy of the
Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure,
or improper maintenance, use, or operation. The Contractor shall be solely and completely
responsible for the conditions of the proje ct site, including safety for all persons and property in the
performance of the work. This requirement shall apply continuously, and not be limited to normal
working hours. The required or implied duty of the Engineer to conduct construction review of the
Contractor’s performance does not, and shall not, be intended to include review and adequacy of the
Contractor’s safety measures in, on, or near the project site.
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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 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.
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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).
1-07.7 Load Limits
(March 13, 1995 WSDOT GSP)
Section 1-07.7 is supplemented with the following:
If the sources of materials provided by the Contractor necessitates hauling over roads other than State
Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the
haul routes.
1-07.13 Contractor’s Responsibility for Work
1-07.13(4) Repair of Damage
(August 6, 2001 WSDOT GSP)
Section 1-07.13(4) is revised to read:
The Contractor shall promptly repair all damage to either temporary or permanent work as directed
by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3),
payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of
damaged work only. No payment will be made for delay or disruption of work.
1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented with the following:
(October 3, 2022 WSDOT GSP OPT. 2)
Locations and dimensions shown in the Plans for existing facilities are in accordance with available
information obtained without uncovering, measuring, or other verification.
Public and private utilities, or their C ontractors, will furnish all work necessary to adjust, relocate,
replace, or construct their facilities unless otherwise provided for in the Plans or these Special
Provisions. Such adjustment, relocation, replacement, or construction will be done during the
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prosecution of the work for this project. It is anticipated that utility adjustment, relocation,
replacement or construction within the project limits will be completed as follows:
Communication, Power and Gas utilities will adjust their vaults and castings to grade
The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all affected
Subcontractors, and all utility owners and their Contractors prior to beginning onsite work.
The following addresses and telephone numbers of utility companies or their Contractors that will be
adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the
Contractor's use:
Utility Agency/ Company Address Contact Phone
Power Puget Sound
Energy
gary.bradley@pse.com Gary Bradley 253-343-3754
Power Seattle City Light david.kylen@seattle.gov David Kylen 253-615-0607
Gas Puget Sound
Energy
6905 S 228th St
Kent, WA 98032
Glenn Heiton 425-559-4647
Communications Lumen Jesse.patjens@lumen.com Jesse Patjens 425-429-5722
Communications Comcast
Corporation
James_cohn@comcast.com James Cohn 253-569-0636
Transportation
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
Eric Cutshall 425-430-7423
Water
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
George Stahl 425-430-7400
Utility Agency/ Company Address Contact Phone
Surface Water
and Wastewater
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
Nathan Nelson 425-757-4102
Transit King County
Metro
Construction.coord@kingco
unty.gov
Metro
Construction
Information
Center
206-477-1140
Buried Utility Locating Assistance One-Call Center 800-424-5555
1-07.17(3) Transit Facilities
(******)
Section 1-07.17(3) is a new section:
King County Metro
Any construction or installation activities affecting transit operations or facilities must be coordinated
by the Contractor through the Metro Transit Construction Information Center. The Contractor shall
prepare and submit the appropriate construction notification documentation for King County Metro
Transit and provide copies of such documentation to the Engineer. For notification information and
guidelines, refer to:
Cedar Ave Sidewalk SP 27 Special Provisions
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http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2024 APWA GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of
section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of
not less than A-: VII and licensed to do business in the State of Washington. The Contracting
Agency reserves the right to approve or reject the insurance provided, based on the insurer’s
financial condition.
B. The Contractor shall keep this insurance in force without interruption from the
commencement of the Contractor’s Work through the term of the Contract and for thirty (30)
days after the Physical Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims-made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy
shall state that coverage is claims made and state the retroactive date . Claims-made form
coverage shall be maintained by the Contractor for a minimum of 36 months following the
Completion Date or earlier termination of this Contract, and the Contractor shall annually
provide the Contracting Agency with proof of renewal. If renewal of the claims made form of
coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an
extended reporting period (“tail”) or execute another form of guarantee acceptable to the
Contracting Agency to assure financial responsibility for liability for services performed.
D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella
Liability insurance policies shall be primary and non-contributory insurance as respects the
Contracting Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance,
self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be
excess of the Contractor’s insurance and shall not contribute with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written
notice of any policy cancellation, within two business days of their receipt of such notice.
F. The Contractor shall not begin work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency
G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five
business days’ notice to the Contractor to correct the breach, immediately terminate the
Contract or, at its discretion, procure or renew such insurance and pay any and all premiums
in connection therewith, with any sums so expended to be repaid to the Contracting Agency
Cedar Ave Sidewalk SP 28 Special Provisions
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on demand, or at the sole discretion of the Contracting Agency, offset against funds due the
Contractor from the Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the
Contract and no additional payment will be made.
I. Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining
coverage, to satisfy insurance requirements for any policy required under this Section. A
“wrap up policy” is defined as an insurance agreement or arrangement under which all the
parties working on a specified or designated project are insured under one policy for liability
arising out of that specified or designated project.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and
Builder’s Risk (if required by this Contract) shall name the following listed entities as additional
insured(s) using the forms or endorsements required herein:
▪ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers
The above-listed entities shall be additional insured(s) for the full available limits of liability
maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are
greater than those required by this Contract, and irrespective of whether the Certificate of Insurance
provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by
the Contractor.
For Commercial General Liability insurance coverage, the required additional insured endorsements
shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for
completed operations.
1-07.18(3) Subcontractors
The Contractor shall cause each subcontractor of every tier to provide insurance coverage that
complies with all applicable requirements of the Contractor-provided insurance as set forth herein,
except the Contractor shall have sole responsibility for determining the limits of coverage required to
be obtained by subcontractors.
The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1 07.18(2) as
additional insureds, and provide proof of such on the policies as required by that section as detailed
in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations
and CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency
evidence of insurance and copies of the additional insured endorsements of each subcontractor of
every tier as required in 1-07.18(4) Verification of Coverage.
Cedar Ave Sidewalk SP 29 Special Provisions
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1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements
for each policy of insurance meeting the requirements set forth herein when the Contractor delivers
the signed Contract for the work. Failure of Contracting Agency to demand such verification of
coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency
from the insurance documentation provided shall not be construed as a waiver of Contractor’s
obligation to maintain such insurance.
Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1 07.18(2)
as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket
additional insured clause from its policies instead of a separate endorsement.
3. Any other amendatory endorsements to show the coverage required herein.
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a
full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project,
a full and certified copy of that policy is required when the Contractor delivers the signed Contract for
the work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s
maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed
to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit
the Contracting Agency’s recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self -insured
retention shall be the responsibility of the Contractor. In the event an additional insured incurs a
liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured
retention shall be the responsibility of the Contractor.
1-07.18(5)A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO
occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop
gap liability, independent contractors, products-completed operations, personal and advertising
injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising
from explosion, collapse or underground property damage.
Cedar Ave Sidewalk SP 30 Special Provisions
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The Commercial General Liability insurance shall be endorsed to provide a per project general
aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$2,000,000 Each Occurrence
$3,000,000 General Aggregate
$3,000,000 Products & Completed Operations Aggregate
$2,000,000 Personal & Advertising Injury each offence
$2,000,000 Stop Gap / Employers’ Liability each accident
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written
on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of
pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial
Insurance laws of the State of Washington.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
(November 4, 2024 WSDOT GSP OPT5)
Lane, ramp, shoulder, and roadway closures are only permitted as follows:
With the exception of holidays, lane closures are limited to the hours of 8:00 a.m. to 5:00 p.m.,
Monday through Friday.
If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may
adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the
closure hours. Exceptions to these restrictions are listed below and when applicable take precedence
over closures listed above. The Engineer may also consider on a case-by-case basis additional
exceptions following a written request by the Contractor.
Cedar Ave Sidewalk SP 31 Special Provisions
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Lane, ramp, shoulder, and roadway closures are not allowed on any of the following:
1. A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered
a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday.
3. After 12:00 p.m. on the day prior to a holiday or holiday weekend, and
4. Before 8:30 a.m. on the day after the holiday or holiday weekend.
5. The two-hour period prior to and the two-hour period after the following special events:
None.
It shall be the Contractor’s responsibility to obtain the dates and times of all events.
Traffic Delays
When Automated Flagger Assistance Devices (AFADs) or flaggers are used to control traffic, traffic shall
not be stopped for more than 3 minutes at any time. All traffic congestion shall be allowed to clear
before traffic is delayed again.
If the delay becomes greater than 5 minutes, the Contractor shall immediately begin to take action to
cease the operations that are causing the delays. If the 5 minute delay limit has been exceeded, as
determined by the Engineer, the Contractor shall provide to the Engineer, a written proposal to revise
his work operations to meet the 5 minute limit. This proposal shall be accepted by the Engineer prior
to resuming any work requiring traffic control.
There shall be no delay to medical, fire, or other emergency vehicles. The Co ntractor shall alert all
flaggers and personnel of this requirement.
General Restrictions
Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow
unless expressly allowed in an accepted traffic control plan. Construction vehicles shall be equipped
with flashing or rotating amber lights.
No two consecutive on-ramps, off-ramps, or intersections shall be closed at the same time and only
one ramp at an interchange shall be closed, unless specifically shown in the Plans.
Roads or ramps that are designated as part of a detour shall not be closed or restricted during the
implementation of that detour, unless specifically shown in the Plans.
Controlled Access
No special access or egress shall be allowed by the Contractor other than normal legal movements or
as shown in the Plans.
Contractor’s vehicles of 10,000 GVW or greater shall not exit or enter a lane open to public traffic
except as follows:
Cedar Ave Sidewalk SP 32 Special Provisions
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Egress and ingress shall only occur during the hours of allowable lane closures, and:
1. For exiting an open lane of traffic, by decelerating in a lane that is closed during the
allowable hours for lane closures.
2. For entering an open lane of traffic, by accelerating in a closed lane during the
allowable hours for lane closures.
Traffic control vehicles are excluded from the gross vehicle weight requirement. If placing construction
signs will restrict traveled lanes, then the work will be permitted during the hours of allowable lane
closures.
Advance Notification
The Contractor shall notify the Engineer in writing of any traffic impacts related to lane closure,
shoulder closure, sidewalk closure, or any combination for the week by 12:00 p.m. (noon) Wednesday
the week prior to the stated impacts.
The Contractor shall notify the Engineer in writing ten working days in advance of any traffic impacts
related to full roadway closure, ramp closure, or both.
The Contractor shall notify the Engineer in writing of any changes to the stated traffic impacts a
minimum of 48 hours prior to the traffic impacts.
1-07.23(1) Construction Under Traffic
(May 2, 2017 APWA GSP)
Revise the third sentence of the second paragraph to read:
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved by
the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed
during construction.
1-07.24 Rights of Way
(July 12, 2015 APWA GSP)
Section 1-07.24 is supplemented with the following:
Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the
Plans. The Contractor’s construction activities shall be confined within these limits, unless
arrangements for use of private property are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and
easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this
are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued
Addendum.
Cedar Ave Sidewalk SP 33 Special Provisions
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Whenever any of the work is accomplished on or through property other than public Right of Way,
the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement
obtained by the Contracting Agency from the owner of the private property. Copies of the easement
agreements may be included in the Contract Provisions or made available to the Contractor as soon
as practical after they have been obtained by the Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising, these areas are
so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where
right of way, easements or rights of entry have not been acquired until the Engineer certifies to the
Contractor that the right of way or easement is available or that the right of entry has been received.
If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining
easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The
Contractor agrees that such delay shall not be a breach of contract.
Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes
entry onto easements and private property where private improvements must be adjusted.
The Contractor shall be responsible for providing, without expense or liability to the Contracting
Agency, any additional land and access thereto that the Contractor may desire for temporary
construction facilities, storage of materials, or other Contractor needs. However, before using any
private property, whether adjoining the work or not, the Contractor shall file with the Engineer a
written permission of the private pr operty owner, and, upon vacating the premises, a written release
from the property owner of each property disturbed or otherwise interfered with by reasons of
construction pursued under this contract. The statement shall be signed by the private property
owner, or proper authority acting for the owner of the private property affected, stating that
permission has been granted to use the property and all necessary permits have been obtained or, in
the case of a release, that the restoration of the property has been satisfactorily accomplished. The
statement shall include the parcel number, address, and date of signature. Written releases must be
filed with the Engineer before the Completion Date will be established.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference
(July 8, 2024 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between the
Contractor, the Engineer and such other interested parties as may be invited. The purpose of the
preconstruction conference will be:
1. To review the initial progress schedule;
Cedar Ave Sidewalk SP 34 Special Provisions
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2. To establish a working understanding among the various parties associated or affected by the
work;
3. To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
4. To review DBE Requirements, Training Plans, and Apprenticeship Plans, when applicable.
5. To establish normal working hours for the work;
6. To review safety standards and traffic control; and
7. To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal working
hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m.
Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal
working hours stated above, the request must be submitted in writing prior to the preconstruction
conference, subject to the provisions below. The working hours for the Contract shall be established
at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as noise
ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a
written request to the Engineer for consideration. This request shall state what hours are being
requested, and why. Requests shall be submitted for review no later than 2 weeks prior to the day(s)
the Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to certain other
conditions, which will be detailed in writing. For example.
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for
the costs in excess of straight-time costs for Contracting Agency representatives who worked
during such times. (The Engineer may require designated representatives to be present during
the work. Representatives who may be deemed necessary by the Engineer include, but are not
limited to: survey crews; personnel from the Contracting Agency’s material testing lab; inspectors;
and other Contracting Agency employees or third party consultants when, in the opinion of the
Engineer, such work necessitates their presence.)
Cedar Ave Sidewalk SP 35 Special Provisions
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2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard
to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract time even
though the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non-working day for the week will be
charged as a working day.
5. If David Bacon wage rates apply to this Contract, all requirements must be met and recorded
properly on certified payroll.
1-08.1 Subcontracting
(******)
Section 1-08.1 is supplemented with the following:
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to
the Engineer written certification that a written agreement between the Contractor and the
subcontractor or between the subcontractor and any lower tier subcontractor has been executed.
A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the
contract until the following documents have been completed and submitted to the Engineer:
1. Request to Sublet Work (WSDOT Form 421-012, revised 08/2022).
The Contractor's records pertaining to the requirements of this Special Provision shall be open to
inspection or audit by representatives of the Contracting Agency during the life of the contract and for
a period of not less than three years after the date of acceptance of the contract. The Contractor shall
retain these records for that period. The Contractor shall also guarantee that these records of all
Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit
for the same time period.
On all projects, the Contractor shall certify to the actual amount received from the Contracting Agency
(Final Contract Voucher Certification) and amounts paid to all firms that were used as Subcontractors,
lower tier subcontractors, manufacturers, regular dealers, or services providers on the Contract. Upon
physical completion of the project, the Contractor shall submit to the Contracting Agency, a list of all
firms paid under this contract and the final actual amounts paid to each firm listed.
1-08.1(7)A Payment Reporting
(November 25, 2024 APWA GSP
Delete this section and replace it with the following:
1-08.1(7)A VACANT
Cedar Ave Sidewalk SP 36 Special Provisions
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1-08.1(8)B Clauses Required in Subcontracts of All Tiers
(November 25, 2024 APWA GSP)
Delete item 8 of the second paragraph of Section 1-08.1(8)B.
1-08.3 Progress Schedule
1-08.3(2)A Type A Progress Schedule
(December 30, 2022 APWA GSP)
Revise this section to read:
The Contractor shall submit five (5) copies of a Type A Progress Schedule no later than at the
preconstruction conference, or some other mutually agreed upon submittal time. The schedule may
be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless
of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type
A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of
receiving the submittal.
1-08.4 Prosecution of the Work
Delete this section in its entirety, 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.
Cedar Ave Sidewalk SP 37 Special Provisions
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1-08.4(1) Daily Notification of Planned Work Location
(******)
Section 1-08.4(1) is a new section.
For each day work is scheduled to be performed, the Contractor shall contact and inform the Engineer
of the location and the anticipated start time.
1-08.5 Time for Completion
(March 13, 1995 WSDOT GSP)
Section 1-08.5 is supplemented with the follo wing:
This project shall be physically completed within 45 working days.
(November 25, 2024 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is physically
complete. If substantial completion has been granted and all the authorized working days have been
used, charging of working days will cease. Each week the Engineer will provide the Contractor a
statement that shows the number of working days: (1) charged to the contract the week before; (2)
specified for the physical completion of the contract; and (3) remaining for the physical completion of
the contract. The statement will also show the nonworking days and all partial or whole days the
Engineer declares as unworkable The statement will be identified as a Written Determination by the
Engineer. If the Contractor does not agree with the Written Determination of working days, the
Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to follow
the procedures of Section 1-04.5, the Contractor shall be deemed as having accepted the statement
as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule)
and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working
day then the fifth day of that week will be charged as a working day whether or not the C ontractor
works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract after all
the Contractor’s obligations under the contract have been performed by the Contractor. The following
events must occur before the Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the contract and required by law,
to allow the Contracting Agency to process final acceptance of the contract. The following
documents must be received by the Project Engineer prior to establishing a completion date:
Cedar Ave Sidewalk SP 38 Special Provisions
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a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Monthly Reports in DMCS of the amounts paid including the final payment confirmation
to all firms required by Section 1-08.1(7)A if applicable
d. Final Contract Voucher Certification
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
f. A copy of the Notice of Termination sent to the Washington State Department of Ecology
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of
Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This
requirement will not apply if the Construction Stormwater General Permit is transferred
back to the Contracting Agency in accordance with Section 8-01.3(16).
g. Property owner releases per Section 1-07.24
1-08.9 Liquidated Damages
This Section is supplemented with the following:
(September 8, 2020 WSDOT GSP)
Liquidated damages in the amount of $1,500 per working day will be assessed for failure to physically
complete the Contract within the physical completion time specified.
1-09 MEASUREMENT AND PAYMENT
1-09.2 Weighing Equipment
1-09.2(1) General Requirements for Weighing Equipment
(November 25, 2024 APWA GSP, Option B)
Revise item 4 of the fifth paragraph to read:
4. Test results and scale weight records for each day’s hauling operations are provided to the
Engineer daily. Reporting shall utilize WSDOT form 422-027LP, Scaleman’s Daily Report, unless
the printed ticket contains the same information that is on the Scaleman’s Daily Report Form. The
scale operator must provide AM and/or PM tare weights for each truck on the printed ticket.
Cedar Ave Sidewalk SP 39 Special Provisions
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1-09.2(1) General Requirements for Weighing Equipment
(July 8, 2024 APWA GSP, Option C)
Revise the sixth and seventh paragraph to read:
Trucks and Tickets – Each truck to be weighed shall bear a unique identification number. This number
shall be legible and in plain view of the scale operator. The Contractor shall provide Electronic tickets
or Physical tickets for all weighed materials. All Tickets shall, r egardless of medium, at a minimum,
contain the following information:
1. Date of haul;
2. Contract number;
3. Contract unit Bid item;
4. Unit of measure;
5. Identification number of hauling vehicle; and
6. Weight delivered:
a. Net weight in the case of batch and hopper scales.
b. Gross weight, tare (a.m. and p.m. minimum) and net weight in the case of platform scales
(tare may be omitted if a tare beam is used).
c. Approximate load out weight in the case of belt conveyor scales.
Electronic-tickets shall be uploaded to the designated site so that they can be accessed by the
material receiver at the material delivery point. Physical tickets shall be handed to the inspector
at the delivery point at the time materials are delivered. The material delivery point is defined as
the location where the material is incorporated into the permanent Work. The Contractor’s
representative shall make report summaries available to the Engineer’s designated receiver, not
later than the end of shift, for reconciliation. Tickets for loads not verified as delivered will receive
no pay.
1-09.2(5) Measurement
(December 30, 2022 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks
on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work.
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1-09.6 Force Account
(December 30, 2022 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to
be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts
are to become a part of Contractor's total bid. However, the Contracting Agency does n ot warrant
expressly or by implication, that the actual amount of work will correspond with those estimates.
Payment will be made on the basis of the amount of work actually authorized by the Engineer.
1-09.9 Payments
(July 8, 2024 APWA GSP OPT B)
Section 1-09.9 is revised to read:
Delete the fourth paragraph and replace it with the following:
Progress payments for completed work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
work, and successive progress estimates will be made every month thereafter until the Completion
Date. Progress estimates made during progress of the work are tentative, and made only for the
purpose of determining progress payment. The progress estimates are subject to change at any time
prior to the calculation of the Final Payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work
completed multiplied by the unit price.
2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown
for that item, or absent such a breakdown, based on the Engineer’s determination.
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other
storage area approved by the Engineer.
4. Change Orders — entitlement for approved extra cost or completed extra work as determined
by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2. The amount of Progress Payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the
Contract Documents.
Cedar Ave Sidewalk SP 41 Special Provisions
2025
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Contracting Agency that any work has been satisfactorily completed. The
determination of payments under the contract will be final in accordance with Section 1-05.1.
1-09.11 Disputes and Claims
1-09.11(3) Time Limitation and Jurisdiction
(December 30, 2022 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims
or causes of action which the Contractor has against the Contracting Agency arising from the Contract
shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the
Contract by the Contracting Agency; and it is further agreed that all such claims or causes of action
shall be brought only in the Superior Court of the county where the Contracting Agency headquarters
is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control
venue and jurisdiction. The parties understand and agree that the Contractor’s failure to bring suit
within the time period provided, shall be a complete bar to all such claims or causes of action. It is
further mutually agreed by the parties that when claims or causes of action which the Contractor
asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency
or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to all
records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
1-09.13 Claim Resolution
1-09.13(3)A Administration of Arbitration
(January 19, 2022 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior
Court of the county in which the Contracting Agency’s headquarters is located, provided that where
claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and
jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision
shall be in writing. The arbitrator shall use the Contract as a basis for decisions.
1-09.13(4) Venue for Litigation
(December 30, 2022 APWA GSP)
Revise this section to read:
Litigation shall be brought in the Superior Court of the county in which the Contracting Agency’s
headquarters is located, provided that where claims are asserted against a county, RCW 36.01.050
shall control venue and jurisdiction of the Superi or Court. It is mutually agreed by the parties that
Cedar Ave Sidewalk SP 42 Special Provisions
2025
when litigation occurs, the Contractor shall permit the Contracting Agency to have timely access to all
records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
(October 3, 2022 WSDOT GSP)
Section 1-10.2(1) is supplemented with the following:
The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
https://www.nwlett.edu
Evergreen Safety Council
12545 135th Ave. NE
Kirkland, WA 98034-8709
1-800-521-0778
https://www.esc.org
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
https://altssa.com/training
Integrity Safety
13912 NE 20th Ave.
Vancouver WA 98686
(360) 574-6071
https://www.integritysafety.com
US Safety Alliance
(904) 705-5660
https://www.ussafetyalliance.com
K&D Services Inc.
2719 Rockefeller Ave
Everett, WA 98201
(800) 343-4049
https://www.kndservices.net
Cedar Ave Sidewalk SP 43 Special Provisions
2025
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3)F Notification to Properties
(******)
Section 1-10.3(3)F is deleted and replaced with the following:
The Contractor shall be responsible for delivering notification to all properties that front on, or have
access to, any street included in the Work. The first notification shall be made approximately one
week prior to the day the work is scheduled to begin. The second notification shall be made twenty -
four hours (24 hours) prior to the beginning of work.
The Contacting Agency shall supply the Contractor with standard notification forms that the
Contractor shall complete and deliver.
All work and materials associated with this work shall be incidental to the contract lump sum price for
“Project Temporary Traffic Control”.
1-10.3(3)L No Parking Signs
(******)
Section 1-10.3(3)L is a new section:
Along any street included in the Work, the Contractor shall be responsible for posting “No Parking”
signs a minimum of 72 hours in advance of the start of work. The signs shall specify the date(s) and
time(s) that parking restrictions will be in effect. The name and phone number of the Contractor shall
be clearly visible on each sign.
The Contractor shall be responsible for coordinating with the Engineer and/or Renton Police
Department if the need arises to tow any vehicle(s) violating a posted “No Parking” sign. The
Contractor shall make a reasonable effort to contact the vehicle owner prior to initiating the process
to tow a vehicle.
All work and materials associated with this work shall be incidental to the contract lump sum price for
“Project Temporary Traffic Control”.
END OF DIVISION 1
Cedar Ave Sidewalk SP 44 Special Provisions
2025
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description
(******)
This Section is supplemented with the following:
This work also consists of removing, handling and disposing of deleterious material or
debris encountered during roadway, sidewalk, and trench excavation or other work as
indicated on the Plans within the Project site, including, but not limited to, existing
pipes, utility structures or appurtenances, riprap, buried concrete including thrust
blocks, concrete footings and/or slabs, buried logs or debris, asphalt pavement, cement
concrete pavement, sidewalks, fences, landscaping items, rock walls, guardrail, signs
and any and all other structures and obstructions (unless a separate bid item has been
provided for this work). All salvageable items shall be removed and delivered to the
Contracting Agency unless indicated otherwise on the Plans.
2-02.3 Construction Requirements
(******)
This Section is supplemented with the following:
The removal of any existing improvements shall be conducted in such a manner as not
to damage utilities and any portion of the infrastructure that is to remain in place. Any
deviation in this matter will obligate the Contractor at his own expense, to repair,
replace or otherwise make proper restoration to the satisfaction of the Contracting
Agency.
When sawing of concrete or combinations of materials is required, the depth of cut shall
be as required to accomplish the intended purpose, without damaging surfaces to be
left in place and will be determined in the field to the satisfaction of the Engineer.
Unless otherwise indicated on the Plans or in the Special Provisions, all structures,
castings, pipe and other material of recoverable value removed from the Project site
shall be carefully salvaged and delivered to the Owner of said utility items in good
condition and in such order of salvage as the Engineer may direct. Materials and other
items deemed of no value by the Engineer shall be promptly removed, loaded and
wastehauled by the Contractor and becomes his property, to be disposed of at his
discretion, in compliance with regulatory requirements.
Waste materials shall be loaded and hauled to a waste site secured by the Contractor
and shall be disposed of in such a manner as to meet all requirements of state, county
and municipal regulations regarding health, safety and public welfare.
2022 Curb Ramps for Overlay SP 45 Special Provisions
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2-02.3(3) Removal of Pavement, Sidewalks, Curbs and Gutters
(******)
This Section is supplemented with the following:
Existing cement concrete sidewalks, roadway slabs, curbs, and curbs and gutters shall be
removed at the nearest construction joint where possible, and removed and
wastehauled as required for the construction of this Project. Where directed by the
Engineer, cement concrete curbs or curb and gutter shall be saw-cut prior to removal.
Existing pavement shall be precut before commencing excavation and shall be removed
as required for the construction.
Where shown on the Plans or where directed in the field by the Engineer, the
Contractor shall make a neat vertical saw-cut at the boundaries of the area to be
removed. Care shall be taken during sawcutting so as to prevent damage to the existing
asphalt concrete, or concrete, to remain in place. Any pavement or concrete damaged
by the Contractor outside the area scheduled for removal due to the Contractor’s
operations or negligence shall be repaired or replaced to the Contracting Agency’s
satisfaction by the Contractor at no additional cost to the Contracting Agency.
All cuts shall be continuous, full depth, and shall be made with saws specifically
equipped for this purpose. No skip cutting or jack hammering will be allowed unless
specifically approved otherwise in writing by the Engineer.
Wheel cutting or jack hammering shall not be considered an acceptable means of
pavement “cutting,” unless pre-approved in writing by the Engineer. However, even if
pre-approved as a method of cutting, no payment will be made for this type of work,
and it shall be included in the various unit contract and lump sum prices listed in the
Proposal.
The location of all pavement cuts shall be pre-approved by the Engineer in the field
before cutting commences.
All water and slurry material resulting from sawcutting operations shall not be allowed
to enter the storm drainage or sanitary sewer system and shall be removed from the
site and disposed of in accordance with the Washington State Department of Ecology
regulations.
2-02.4 Measurement (New Section)
(******)
This Section is supplemented with the following:
“Removal of Structures and Obstructions,” will be measured per lump sum.
“Removal of Curb and Gutter,” will be measured per linear foot.
2022 Curb Ramps for Overlay SP 46 Special Provisions
2025
“Removal of Cement Conc. Sidewalk,” will be measured per square yard.
“Removal of Asphalt Conc. Pavement,” will be measured per square yard.
Measurement for “Sawcutting” will be per linear foot as measured on a horizontal plane
to the nearest 1 feet of pavement cut, for any and all depths of pavement or concrete
cut.
2-02.5 Payment
(******)
This Section is supplemented with the following:
The unit contract price per linear foot for “Sawcutting” shall be full compensation for
furnishing all materials, labor, tools, and equipment necessary to sawcut the existing
asphalt concrete and portland cement concrete full depth, regardless of the depth
encountered, or the material to be sawcut. It shall also include the treatment and
disposal of all water used in this operation, in compliance with regulatory requirements.
“Removal of Structures and Obstructions,” per lump sum.
The lump sum pay item for “Removal of Structures and Obstructions” shall be full pay
for all work, as described in the Special Provisions, that is not included in the other
contract items noted in this section.
“Removal of Curb and Gutter,” per linear foot.
The unit contract price for “Removal of Curb and Gutter” shall be full pay for performing
the work including wastehaul and disposal. “Removal of Curb and Gutter” includes
removal, wastehaul and disposal of extruded curb, traffic curb and/or traffic curb and
gutter.
“Removal of Cement Conc. Sidewalk,” per square yard.
The unit contract price for “Removal of Cement Conc. Sidewalk” shall be full pay to
perform the work for removal, wastehaul and disposal of cement concrete sidewalk,
sidewalk curb ramps including pedestrian curb, walkways, driveway, and cement conc.
pavement.
“Removal of Asphalt Conc. Surface,” per square yard.
The unit contract price for “Removal of Asphalt Conc. Surface” shall be full pay to
perform the work for removal, wastehaul and disposal of asphalt concrete pavement.
2022 Curb Ramps for Overlay SP 47 Special Provisions
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2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.1 Description
(******)
This Section is supplemented with the following:
This work also includes wet weather and wet condition earthwork measures.
2-03.3 Construction Requirements
(******)
This Section is supplemented with the following:
The following items shall be followed if earthwork is to be performed in wet weather or
in wet conditions:
1. Earthwork shall be performed in small sections to minimize exposure to wet
weather. Excavation or the removal of unsuitable soil shall be followed
immediately by the placement and compaction of a suitable thickness (generally
eight inches or less) of clean structural fill. The size and/or type of construction
equipment shall be selected as required to prevent soil disturbance. In some
instances, it may be necessary to limit equipment size to minimize subgrade
disturbance caused by equipment traffic.
2. During wet weather conditions, the allowable fines content of the gravel borrow
shall be reduced to no more than 5 percent by weight based on the portion
passing the 3/4-inch sieve. The sand equivalent shall be 50 percent minimum.
3. The ground surface in the construction area shall be graded to promote the
rapid runoff of surface water and to prevent ponding of water.
4. No soil should be left uncompacted and exposed to moisture. A smooth drum
vibratory roller, or equivalent, shall be used to seal the ground surface.
5. Excavation and placement of fill or backfill material will be observed by the
Engineer, to determine that all work is being accomplished in accordance with
the project specifications.
2-03.3(7)B Haul
(******)
Delete this Section and replace it with the following:
There shall be no separate payment for haul of excess or unsuitable excavated material,
or debris to the Contractor provided disposal site. The Contracting Agency is not
2022 Curb Ramps for Overlay SP 48 Special Provisions
2025
providing a disposal site for this Project. All costs for haul shal l be included in the bid
prices for other work.
2-03.3(7)C Contractor-Provided Disposal Site
(******)
Delete the first paragraph and replace it with the following:
The Contractor shall arrange for the disposal of the excess or unsuitable excavated
material, or other materials at no expense to the Contracting Agency.
2-03.3(10) Selected Material
(******)
Delete the second paragraph and insert the following in its place:
Direct Hauling. If it is practical, the Contractor shall haul selected material immediately
from the excavation to its final place on the Roadbed. The Contracting Agency will pay
for such Work at the unit Contract price for “Roadway Excavation, Incl. Haul.”
Delete the fifth paragraph and insert the following in its place:
There will be not additional payment for hauling, handling and stockpiling selected
materials.
2-03.3(12) Overbreak
Delete the last sentence in this Section.
2-03.4 Measurement
(******)
Delete all paragraphs under this Section and replace with the following:
Only one determination of the original ground elevation will be made on this project.
Roadway Excavation, Incl. Haul will be based on the original ground elevations recorded
previous to the award of this contract.
If discrepancies are discovered in the ground elevations, which will materially affect the
quantities of earthwork, the original computations of earthwork quantities will be
adjusted accordingly.
Earthwork quantities will be computed, either manually or by means of electronic data
processing equipment, by use of the average end area method or by the finite element
analysis method utilizing digital terrain modeling techniques.
2022 Curb Ramps for Overlay SP 49 Special Provisions
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Copies of the original survey notes will be made available for the successful bidder’s
inspection if the Contract is awarded.
Measurement for Roadway Excavation, Incl. Haul will be per cubic yard of excavation to
the “neat lines” shown on the Plans.
2-03.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following bid
items that are included in the Proposal:
“Roadway Excavation, Incl. Haul,” per cubic yard.
The unit contract price per cubic yard for “Roadway Excavation, Incl. Haul” shall be full
pay for all materials, tools, labor, and equipment necessary for excavation to the grade
lines shown including, but not limited to, haul, stockpiling, placing, shaping, and grading
per Section 2-03, Subgrade Preparation per Section 2-06, Watering per Section 2-07,
compacting, loading, hauling to waste and disposing of all excess or unsuitable material,
including logs, rocks, cobbles, etc. The unit contract price shall also include all costs
required to uniformly grade and clean existing and/or new ditches to drain to existing
and/or proposed drainage structures and the earthwork required for construction of
driveways and retaining walls.
The unit contract price shall also include all costs required to remove and wastehaul
existing asphalt and/or concrete pavement, sidewalks, curbs and gutters located within
the grade lines shown. All other existing pavement, brick pavers, sidewalks, curb and
gutter, storm drainage structures, abandoned utilities, and other such structures
intended to be removed for the installation of the proposed improvements shall be paid
under the contract item “Removal of Structure and Obstruction.”
In the event the Contractor overcuts a street, due to his oversight or error, the
structural fill material (as approved by Contracting Agency) and compaction required to
bring the roadway section back to subgrade elevation shall be furnished and
accomplished at his sole expense, as no additional payment will be due the Contractor
for this work.
Should solid rock be encountered, the excavation, removal and wastehaul will be paid
by change order per Section 1-04.4. Boulders or broken rock less than 2 cubic yards in
volume will not be classified as solid rock, nor will so called “hard-pan” or cemented
gravel, even though it may be advantageous to use explosives in its removal.
2022 Curb Ramps for Overlay SP 50 Special Provisions
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2-04 HAUL
2-04.1 Description
(******)
This Section is supplemented with the following:
If the sources of materials provided by the Contractor necessitates hauling over any
public roads, the Contractor shall, at the Contractor’s expense, make all arrangements
for the use of the haul routes. No separate monies will be due the Contractor for this
work.
2-07 WATERING
2-07.3 Construction Requirements
(******)
This Section is supplemented with the following:
During construction, the Contractor shall have dedicated to the Project a suitable water
truck that shall be operated as necessary to control dust. Failure to have a water truck
immediately accessible to the job and failure to use a water truck for dust control shall
be adequate reason for the Engineer to issue a suspension of work.
A hydrant permit will be required to be secured by the Contractor for any necessary
water. Water will be provided at the convenience of the Contracting Agency which
reserves the right to control the location and use of water based on the Contracting
Agency’s own needs.
2-07.5 Payment
(******)
This Section is supplemented with the following:
The cost for all water permit(s), and furnishing and placing water shall be included in the
unit contract price for “Roadway Excavation, Incl. Haul.”
2-09 STRUCTURE EXCAVATION
2-09.3(1) General Requirements
(******)
This Section is supplemented with the following:
When any Work is being considered by the Contractor in the vicinity of an existing
utility, the Contractor shall so inform an authority of the particular utility in ample time
2022 Curb Ramps for Overlay SP 51 Special Provisions
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so that the utility involved and the Contractor may take any precautions necessary to
facilitate construction in the vicinity of the utility, and thereby protect that particular
utility from damage.
Protecting and Maintaining Utility Service
The Contractor shall protect and maintain the operational service of existing utility
systems in a continuous manner as possible. The Contractor shall have the approval
from the Engineer and notification shall be given to the Contracting Agency before any
disruptions of service in existing utilities will be allowed. The Contractor shall comply
with all the conditions established by the Engineer and the Contracting Agency. The
Contractor shall give the utility owner a minimum notice of 48 hours before disrupting
any planned service interruption. No planned interruption to an existing system shall be
allowed on Fridays, weekends, or holidays, unless specifically agreed to in writing by the
Contracting Agency. Where services are to be shut down, affected parties shall be
notified in writing by the Contractor (i.e., door hangers) at least 48 hours and not more
than 72 hours in advance of the time and period of shut down. The Contractor shall
make every effort to keep shut down schedules to periods of antici pated minimum
usage and for the least period of time.
Where the construction crosses or is adjacent to existing utilities, the Contractor shall
exercise extreme care to protect such utilities from damage. Additionally, the
Contractor shall review the Plans, the project site and familiarize himself with the
various utilities and plan his construction activities in recognition that the very close
proximity of existing utilities to the proposed work will adversely affect production rates
of installation of the various planned improvements. The Contractor is hereby advised
and cautioned that the location of existing utilities will be cause for considerable and
extreme care and due diligence on the part of the Contractor. As such, work production
rates are anticipated to be significantly impacted by their presence and normal
production rates should not be anticipated, during construction by the Contractor for
work in these areas. The Contractor shall anticipate minor alignment adjustments will
also be required to accommodate the installation of utilities.
2-09.3(1)E Backfilling
(******)
This Section is supplemented with the following:
Where existing and/or proposed ground contours prevent a minimum of 24 inches of
cover above “flexible” storm pipe or where utility crossings necessitate, the Contracting
Agency may direct the Contractor to install a controlled density fill encasement for the
pipe. The encasement shall be constructed in accordance with the Plans and/or as
directed in the field by the Contracting Agency. Material for encasement shall be
controlled density fill per Section 2-09.3(1)E of the Standard Specifications. The pipe
shall be securely held in place until the material has “set.” Trenches located within
2022 Curb Ramps for Overlay SP 52 Special Provisions
2025
roadways/drives shall be protected with H-20 steel plates, or Contracting Agency-
approved equal, while the material sets.
2-09.3(5) Locating Utilities (New Section)
(******)
A reasonable attempt has been made to locate known existing utilities; however, the exact
location, and/or depth is unknown in most instances. It shall be the responsibility of the
Contractor to locate existing utilities, to include their respective depths.
The Contractor shall provide field exploration through vacuum excavation, potholing or other
suitable means to locate more precisely existing underground utilities as to location and depth.
The Contractor shall decide on the difficulties to be encountered in constructing the project, and
determine therefrom the extent of exploration required to expedite the construction to first
prevent damage to those utilities, and secondly to determine if the new construction is to go
around, over or under the existing utility. At a minimum, potholing will be required at all utility
interties prior to trench excavation for connections and at all major utility crossings, and
potential conflicts noted by underground location notification as may be directed by the
Engineer. See Contract Plans for additional specific locations.
2-09.4 Measurement
(******)
This Section is supplemented with the following:
No specific unit of measurement shall apply to the lump sum item of locate existing
utilities.
Measurement for Pothole will be per each pothole location.
2-09.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following bid
items that are included in the Proposal.
“Locate Existing Utilities,” per lump sum.
The lump sum contract price for “Locate Existing Utilities” shall be full compensation for
all costs incurred by the Contractor in performing the work. This bid item shall be paid
proportionate to the completion of the Work.
2022 Curb Ramps for Overlay SP 53 Special Provisions
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“Pothole,” per each.
The unit contract price per each for “Pothole” shall be full compensation for all costs
incurred by the Contractor in excavating, vactoring, measuring, recording depth of
cover, type of material, diameter of pipe/conduit, recording the station and offset of the
pothole and submitting this information to the Contracting Agency, and backfilling
pothole locations where shown on the Plans or directed by the Contracting Agency.
Cedar Ave Sidewalk SP 54 Special Provisions
2025
3-01 PRODUCTION FROM QUARRY AND PIT SITES
3-01.2 Material Sources, General Requirement
3-01.2(1) Approval of Source
(******)
This Section is supplemented with the following:
The Contractor is responsible for all costs associated with approval of the material
source.
Cedar Ave Sidewalk SP 55 Special Provisions
2025
4-04 BALLAST AND CRUSHED SURFACING
4-04.4 Measurement
(******)
Delete the last sentence in this Section and replace with the following:
No measurement will be made for water used in placing and compacting surfacing
materials.
4-04.5 Payment
(******)
This Section is supplemented with the following:
The unit contract prices for the various types of ballast, structural fill, crushed surfacing
base course, and crushed surfacing top course materials shall include all costs for
obtaining the materials, hauling the materials to the site, stockpiling, spreading, grading,
shaping, moisture conditioning, compacting, and all other incidentals, complete, in place.
Asphalt grindings are not subject to reimbursement under any of these bid items.
Cedar Ave Sidewalk SP 56 Special Provisions
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DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
(******)
Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA)
on a prepared foundation or base in accordance with these Specifications. and the lines, grades, thick-
nesses, and typical cross-sections shown in the Plans. The Contractor shall maintain the existing street
surface contours (e.g. street profile and cross section, etc.), unless otherwise directed by the Engineer.
The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Spec-
ifications. WMA processes include organic additives, chemical additives, and foaming .
HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the propor-
tions specified to provide a homogeneous, stable, and workable mixture.
See Volume 2 of 2 for the paving limits and the thickness of HMA. All HMA to be placed in this contract
shall be HMA Cl. 1/2" PG 58H-22.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Portland Cement 9-01
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral materials required for the manufac-
ture of HMA will be furnished in whole or in part by the Contracting Agency. I f the documents do
not establish the furnishing of any of these mineral materials by the Contracting Agency, the Con-
tractor shall be required to furnish such materials in the amounts required for the designated mix.
Mineral materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA.
The RAP may be from pavements removed under the Contract, if any, or pavement material from an
existing stockpile.
Cedar Ave Sidewalk SP 57 Special Provisions
2025
The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or
testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every
1,000 tons produced and not less than ten samples per project. The asphalt content and gradation
test data shall be reported to the Contracting Agency when submitting the mix design for approval
on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Speci-
fications.
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from dif-
ferent sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20
percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for ap-
proval the process that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section 3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from
stockpiles shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please
follow the WSDOT process outlined in Standard Specification 5-04.2(1). as follows:
Comply with each of the following:
• Develop the mix design in accordance with WSDOT SOP 732.
• Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6).
• Develop a mix design no more than 6 months prior to submitting it for QPL evaluation.
• Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form
350-042.
• Include representative samples of the materials that are to be used in the HMA production as part of
the mix design submittal.
• Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal.
• Include with the mix design submittal a certification from the asphalt binder supplier that the anti-
stripping additive is compatible with the crude source and the formulation of asphalt binder proposed
for use in the mix design.
• Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix
design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for
obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B.
5-04.2(1)A Vacant
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5-04.2(2) Mix Design – Obtaining Project Approval
ESALs
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract
documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement
repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as ap-
proved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be
at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial
evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one
of the following mix design verification certifications for Contracting Agency review;
• The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix de-
sign verification certifications listed below.
• The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp &
sig-nature) of a valid licensed Washington State Professional Engineer.
• The Mix Design Report for the proposed HMA mix design developed by a qualified City or
County laboratory that is within one year of the approval date.**
** The mix design report shall be performed by a lab accredited by a national authority such as Labora-
tory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engi-
neering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence
of participation in the AASHTO: resource proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
• Have the aggregate structure and asphalt binder content determined in accordance with
WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2),
except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-
03.8(6).
• Have anti-strip requirements, if any, for the proposed mix design determined in accordance with
AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from
previous WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from
the original verification date with a certification from the Contractor that the materials and sources are
the same as those shown on the original mix design.
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Commercial Evaluation. Approval of a mix design for “Commercial Evaluation” will be based on a review
of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation
is not required) or a Mix Design from the current WSDOT QPL or from one of the processes all owed by
this section. Testing of the HMA by the Contracting Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equiva-
lent Single Axle Loads (ESAL’s) appropriate for the required use.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a
compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the following:
• Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6)
in the production of mixtures.
• Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe
the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st
of the following year without written concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface temperatures are less than those
specified below, or when weather conditions otherwise prevent the proper handling or finishing of the
HMA.
Minimum Surface Temperature for Paving
Compacted Thickness (Feet) Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to .20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section shall apply.
The Contractor shall keep intersections open to traffic at all times except when paving the intersection
or paving across the intersection. During such time, and provided that there has been an advance warn-
ing to the public, the intersection may be closed for the minimum time required to place and compact
the mixture. In hot weather, the Engineer may require the application of water to the pavement to ac-
celerate the finish rolling of the pavement and to shorten the time required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed and signs shall also be placed
marking the detour or alternate route.
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During paving operations, temporary pavement markings shall be maintained throughout the project.
Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these requirements, except the
cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid
items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall
be equipped to heat and hold the material at the required temperatures. The heating shall
be accomplished by steam coils, electricity, or other approved means so that no flame shall
be in contact with the storage tank. The circulating system for the asphalt binder shall be
designed to ensure proper and continuous circulation during the operating period. A valve
for the purpose of sampling the asphalt binder shall be placed in either the storage tank or
in the supply line to the mixer.
2. Thermometric Equipment – An armored thermometer, capable of detecting temperature
ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location
near the charging valve at the mixer unit. The thermometer location shall be convenient and
safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale
thermometer, a mercury actuated thermometer, an electric pyrometer, or another ap-
proved thermometric instrument placed at the discharge chute of the drier to automatically
register or indicate the temperature of the heated aggregates. This device shall be in full
view of the plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the
maximum recommended by the asphalt binder manufacturer nor shall it be below the mini-
mum temperature required to maintain the asphalt binder in a homogeneous state. The as-
phalt binder shall be heated in a manner that will avoid local variations in heating. The heat-
ing method shall provide a continuous supply of asphalt binder to the mixer at a uniform
average temperature with no individual variations exceeding 25°F. Also, when a WMA addi-
tive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed
the maximum recommended by the manufacturer of the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a me-
chanical sampler for the sampling of the mineral materials. The mechanical sampler shall
meet the requirements of Section 1-05.6 for the crushing and screening operation. The Con-
tractor shall provide for the setup and operation of the field testing facilities of the Contract-
ing Agency as provided for in Section 3-01.2(2).
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5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following
methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling vehicle without entering
the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas
or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to include, precipitation or an air tem-
perature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be
securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to prevent the HMA mixture from adher-
ing to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment
with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics
of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process
of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory
screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths
required by the paving section shown in the Plans.
The HMA paver shall be in good condition and shall have the most current equipment available from the
manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in
working order. The equipment certification shall list the make, model, and year of the paver and any
equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s recommendations and shall effec-
tively produce a finished surface of the required evenness and texture without tearing, shoving, segre-
gating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon
request by the Contracting Agency. Extensions will be allowed provided they produce the same results,
including ride, density, and surface texture as obtained by the primary screed. Extensions without au-
gers and an internally heated vibratory screed shall not be used in the Traveled Way.
When specified in the Contract or directed by the Engineer, reference lines for vertical control will be
required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal
control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be
controlled automatically from reference lines or by means of a mat referencing device and a slope con-
trol device. When the finish of the grade prepared for paving is superior to the established tolerances
and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and
smoothness can best be achieved without the use of the reference line, a mat referencing device may
be substituted for the reference line. Substitution of the device will be subject to the continued approval
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of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line
may be removed after the completion of the first course of HMA when approved by the Engineer.
Whenever the Engineer determines that any of these methods are failing to provide the necessary verti-
cal control, the reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories nec-
essary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may suspend Work as al-
lowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thor-
oughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless oth-
erwise required by the contract. A MTD/V is not required for this contract.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown
by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature through-
out the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas
or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and
capable of reversing without backlash. Operation of the roller shall be in accordance with the manufac-
turer’s recommendations. When ordered by the Engineer for any roller planned for use on the project,
the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for
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compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in
compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing
of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the
surface, displacement of the mixture or other undesirable results shall not be used.
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uni-
form grade and cross-section as shown on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using
an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of
small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled ar-
eas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be ap-
proved by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be
clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirel y re-
moved from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of
dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled
with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thor-
oughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved
by the Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed
or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of
the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of re-
sidual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack
coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be lim-
ited to surfaces that will be paved during the same working shift. The spreading equipment shall be
equipped with a thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s
operation damages the tack coat it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may
be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The
tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of
application and shall not exceed the maximum temperature recommended by the emulsified as-
phalt manufacturer.
All utility appurtenances (e.g. manhole covers, valve covers, etc.) located within the paving limits shall be
coated with a biodegradable soap to prevent the tack coat and HMA from sticking to them. Diesel shall
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not be used for this purpose. After application of the biodegradable soap, all catch basins shall be covered
to prevent tack and HMA from entering into them.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when
filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement sur-
faces within the crack immediately prior to filling a crack with the sealant material. Do not overheat
pavement. Do not use direct flame dryers. Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour
the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry
as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry
flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not
completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully
cured.
The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 per-
cent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per sec-
tion 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints
until full. The following day, any cracks or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing
pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully
cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the
sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in ac-
cordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working
Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the
start of work, including the manufacturer’s recommended heating time and temperatures, allowable
storage time and temperatures after initial heating, allowable reheating criteria, and application tem-
perature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the
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cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop
and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
a. Cracks ¼ inch to 1 inch in width – fill with hot poured sealant.
b. Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance
with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excava-
tion operations in a manner that will protect the pavement that is to remain. Pavement not designated
to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Con-
tractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall ex-
cavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall
not excavate more area than can be completely finished during the same shift, unless approved by the
Engineer.
Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The
Engineer will make the final determination of the excavation depth required. The minimum width of any
pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the
existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will
become the property of the Contractor and shall be disposed of in a Contractor-provided site off the
Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat
shall be applied to all surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth.
Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer.
Each lift shall be thoroughly compacted by a mechanical tamper or a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage
space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s )
in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the
final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the
HMA plant.
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5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder, recycling agent and anti -stripping addi-
tives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating
of the particles and thorough distribution of the asphalt binder throughout the mineral materials is en-
sured.
When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by
more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not
exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water con-
tent of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with
handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture con-
tent shall be reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engi-
neer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours
after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the
Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material in storage. No HMA shall be ac-
cepted from the storage facility when the HMA in storage is below the top of the cone of the storage
facility, except as the storage facility is being emptied at the end of the working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the
mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled as-
phalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall im-
mediately suspend the use of the RAP until changes have been approved by the Engineer. After the re-
quired amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been intro-
duced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and
thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation
established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Un-
less otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall
not exceed the following:
HMA Class 1” 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course 0.30 feet
other courses 0.35 feet
HMA Class ⅜” 0.15 feet
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On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finish-
ing equipment impractical, the paving may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be
placed by separate spreading and compacting equipment. The intermingling of HMA produced from
more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single
JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF.
All cast off rock from raking shall be removed prior to compaction of final HMA lift.
Before the installation of the 2 inches or 4-inches of HMA, the streets shall be bladed and compacted to
a uniform grade and cross-section as approved by the Engineer. The preparation of the base shall be inci-
dental to the bid item for HMA Cl. ½” PG 58H-22. Subbase material, which is determined by the Engineer
to be unsuitable shall be removed under Roadway Excavation Including Haul and replaced with Crushed
Surfacing Base Course prior to the application of HMA.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncom-
pacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and test-
ing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is speci-
fied.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pave-
ment, and pavement repair. Other nonstructural applications of HMA accepted by commercial evalua-
tion shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evalua-
tion will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the
JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accord-
ance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be
within tolerance. The tolerance limits will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the toler-
ances 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.
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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 tol-
erances to the approved JMF.
Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation
1”, ¾”, ½”, 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 ac-
ceptance 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 better quality and may require the development of a new mix
design if the adjustment exceeds the amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4
sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate
passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points
in Section 9-03.8(6).
b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder
content. The maximum adjustment from the approved mix design for the asphalt binder
content shall be 0.3 percent.
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling
within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no
further evaluation. When one or more constituents fall outside the commercial tolerance limits in the
Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to de-
termine the appropriate CPF. The commercial 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 street shall be tested to provide a minimum of three sets of results for eval-
uation.
Cedar Ave Sidewalk SP 69 Special Provisions
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For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is
less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be
calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will be
considered 1.00 in calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for inter-
sections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course
thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The speci-
fied level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated
in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density).
The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of den-
sity attained will be determined by the evaluation of the density of the pavement. The density of the
pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge cor-
relation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP
736 when using cores to determine density.
Tests for the determination of the pavement density will be taken in accordance with the required pro-
cedures for measurement by a nuclear density gauge or roadway cores after completion of the finish
rolling.
If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for
WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in ac-
cordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise ap-
proved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with
WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in
the presence of the Engineer on the same day the mix is placed and at locations designated by the Engi-
neer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency will obtain
the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the
Engineer is satisfied that material conforming to the Specifications can be produced.
Cedar Ave Sidewalk SP 70 Special Provisions
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HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than
those listed above shall be compacted on the basis of a test point evaluation of the compaction train.
The test point evaluation shall be performed in accordance with instructions from the Engineer. The
number of passes with an approved compaction train, required to attain the maximum test point den-
sity, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall
be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 per-
cent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a
price reduction or rejection, the Contractor may request that a core be used for determination of the
relative density of the sublot. The relative density of the core will replace the relative density deter-
mined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and ac-
ceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall be re-
quested by noon of the next workday after the test results for the sublot have been provided or made
available to the Contractor. Core locations shall be outside of wheel paths and as determined by the En-
gineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the
Contractor to provide the requested traffic control will result in forfeiture of the request for cores.
When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring
will be deducted from any monies due or that may become due the Contractor under the Contract at
the rate of $200 per core and the Contractor shall pay for the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition so that no undue displacement,
cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or defi-
ciency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall
be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the compaction sequence shall generally be
the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved
otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is
less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in
checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of
the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA
pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density
Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90
percent of the theoretical maximum density.
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5-04.3(10)C Vacant
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor
may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of
such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been
rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor
shall submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it with new
material. Any such new material will be sampled, tested, and evaluated for acceptance .
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defec-
tive. Material rejected before placement shall not be incorporated into the pavement. Any rejected sec-
tion of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the Contrac-
tor requests that the rejected material be tested. If the Contractor elects to have the rejected material
tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected
material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for
the rejected material is less than 0.75, no payment will be made for the rejected material; in addition,
the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to
0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected
before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material
will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75,
compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of
the unit Contract price added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal
sublot any material that is suspected of being defective in relative density, gradation or asphalt binder
content. Such isolated material will not include an original sample location. A minimum of three random
samples of the suspect material will be obtained and tested. The material will then be statistically evalu-
ated as an independent lot in accordance with Section 1-06.2(2).
Cedar Ave Sidewalk SP 72 Special Provisions
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5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a mini-
mum of two additional random samples from this sublot will be obtained. These additional samples and
the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA placement until such time as the
Engineer is satisfied that material conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor
is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Con-
tractor is taking no corrective action, or
3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous
operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the
roller may pass over the unprotected end of the freshly laid mixture only w hen the placement of the
course must be discontinued for such a length of time that the mixture will cool below compaction tem-
perature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a
slightly beveled edge for the full thickness of the course.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a
result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from
the permanent HMA by s trips of heavy wrapping paper or other methods approved by the Engineer. The
wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness
of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping
irons shall be used to seal the joint.
All transverse (butt) joints between new and existing asphalt shall be milled to the full overlay depth as
shown on the Plans.
All transverse (butt) joints shall be sealed after paving. See Section 5-04.3(17) for requirements.
Cedar Ave Sidewalk SP 73 Special Provisions
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5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by not more
than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be lo-
cated at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed
along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engi-
neer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or
more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V.
The sloped portion of the HMA notched wedge joint shall be uniformly compacted.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and
grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary
more than ⅛ inch ¼ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to
the centerline. The transverse slope of the completed surface of the wearing course shall vary not more
than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. of the existing street surface.
When deviations in excess of the above tolerances are found that result from a high place in the HMA,
the pavement surface shall be corrected by one of the following methods:
1. Removal of material from high places by grinding with an approved grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations anywhere greater than the allow-
able tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and deviations re-
sulting from a high place where corrective action, in the opinion of the Engineer, will not produce satis-
factory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or
that may become due to the Contractor the sum of $500.00 for each and every section of single traffic
lane 100 feet in length in which any excessive deviations described above are found.
When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the
utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment de-
tails provided in the project plan or specifications call for utility appurtenance adjustments after the
completion of paving. For this contract, utility appurtenances shall be adjusted to final grade after pav-
ing, unless otherwise directed by the Engineer. See Section 5-04.3(20) for requirements.
Utility appurtenance adjustment discussions will be included in the Pre-Paving planning planing
(5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of
paving.
Cedar Ave Sidewalk SP 74 Special Provisions
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5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and un-
less the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the fol-
lowing:
1. Intersections:
a. Keep intersections open to traffic at all times, except when paving or planing operations
through an intersection requires closure. Such closure must be kept to the minimum time re-
quired to place and compact the HMA mixture, or plane as appropriate. For paving, schedule
such closure to individual lanes or portions thereof that allows the traffic volumes and schedule
of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent
intersections are not impacted at the same time and comply with the traffic control restrictions
required by the Traffic Engineer. Each individual intersection closure or partial closure, must be
addressed in the traffic control plan, which must be submitted to and accepted by the Engi-
neer, see Section 1-10.2(2).
b. When planing or paving and related construction must occur in an intersection, consider
scheduling and sequencing such work into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence the work to individual lanes or
portions thereof.
c. Should closure of the intersection in its entirety be necessary, and no trolley service is im-
pacted, keep such closure to the minimum time required to place and compact the HMA mix-
ture, plane, remove asphalt, tack coat, and as needed.
d. Any work in an intersection requires advance warning in both signage and a number of
Working Days advance notice as determined by the Engineer, to alert traffic and emergency
services of the intersection closure or partial closure.
e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is
allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained
from the Engineer.
2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and
maintaining temporary pavement marking must comply with Section 8-23.
3. Permanent pavement marking must comply with Section 8-22.
4. Roadways Open to Traffic
When the roadway being paved is open to traffic, the following requirements shall apply:
The Contractor shall keep roadways open to traffic at all times except where paving is in
progress. During such time, and provided that there has been an advance warning to
the public, only that specified section of road being paved may be closed for the mini-
mum time required to place and compact the HMA. Adjacent travel lanes and shoul-
der shall be left open for traffic during these times. In hot weather, the Engineer may
require the application of water to the pavement to accelerate the finish rolling of the
pavement and to shorten the time required before reopening to traffic.
Cedar Ave Sidewalk SP 75 Special Provisions
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Before temporarily closing a portion of the road, advance-warning signs shall be placed
and signs shall also be placed clearly alerting the driver of temporary lane closures.
During paving operations, temporary pavement markings shall be maintained through-
out the project. Temporary pavement markings shall be installed on the roadway prior
to opening to traffic and shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these require-
ments shall be included in the unit contract prices for the various bid items involved in
the Contract.
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least
5 Working Days in advance of each operation’s activity start date. These plans must show how the mov-
ing operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing
and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s
traffic control plan on 24 x 36 inch 11 x 17 inch or larger size Shop Drawings with a scale showing both
the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic
may be required. The scale on the Shop Drawings is 1 inch = 20 feet 100 feet, which may be changed if
the Engineer agrees sufficient detail is shown.
The planing operation and the paving operation include, but are not limited to, metal detection, removal
of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide adequately sized and noticeable signage
alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must
show where police officers will be stationed when signalization is or may be, countermanded, and show
areas where flaggers are proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic con-
trol as it relates to the specific requirements of that day’s planing and paving. Briefly describe
the sequencing of traffic control consistent with the proposed planing and paving sequence, and
scheduling of placement of temporary pavement markings and channelizing devices after each
day’s planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, in-
cluding return routes. Describe the complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each piece of paving equipment.
Cedar Ave Sidewalk SP 76 Special Provisions
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7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and
intended area of planing and of paving for each day’s work, must include the directions of pro-
posed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped
lane paving, intersection planing and paving scheduling and sequencing, and proposed notifica-
tions and coordinations to be timely made. The plan must show HMA joints relative to the final
pavement marking lane lines.
8. Names, job titles, and contact information for field, office, and plant supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled
by the Engineer for future paving and planing operations to ensure the Contractor has adequately pre-
pared for notifying and coordinating as required in the Contract, the Contractor must be prepared to
discuss that day’s operations as they relate to other entities and to public safety and convenience, in-
cluding driveway and business access, garbage truck operations, Metro transit operations and working
around energized overhead wires, school and nursing home and hospital and other accesses, other con-
tractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The
Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer
and discuss the proposed operation as it relates to the submitted planing plan and paving plan, ap-
proved traffic control plan, and public convenience and safety. Such discussion includes, but is not lim-
ited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and address traffic control and signaliza-
tion for that operation, including use of peace officers.
c. The sequencing and scheduling of paving operations and of planing operations, as applica-
ble, as it relates to traffic control, to public convenience and safety, and to other con-trac-
tors who may operate in the Project Site.
d. Notifications required of Contractor activities, and coordinating with other entities and the
public as necessary.
e. Description of the sequencing of installation and types of temporary pavement markings as
it relates to planning and to paving.
f. Description of the sequencing of installation of, and the removal of, temporary pavement
patch material around exposed castings and as may be needed
g. Description of procedures and equipment to identify hidden metal in the pavement, such as
survey monumentation, monitoring wells, street car rail, and castings, before planning, see
Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the planing, paving, and related opera-
tions.
i. Description of sequencing of traffic controls for the process of rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
Cedar Ave Sidewalk SP 77 Special Provisions
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2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type equipment to be used. If more pieces of
equipment than personnel are proposed, describe the sequencing of the personnel operat-
ing the types of equipment. Discuss the continuance of operator personnel for each type
equipment as it relates to meeting Specification requirements.
c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure dif-
ferent JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF
is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not
adversely influence the other JMF.
d. Description of contingency plans for that day’s operations such as equipment breakdown,
rain out, and Supplier shutdown of operations.
e. Number of sublots to be placed, sequencing of density testing, and other sampling and test-
ing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Un-
less otherwise approved by the Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engi-
neer. The Work shall be performed in accordance with Section 5-04.
5-04.3(17) Construction Joint Sealing
Transverse Joints - Joints between new and existing asphalt shall be sealed within five (5) calendar days
after final rolling of the final lift of HMA. The seal shall be CSS-1 emulsified asphalt. The emulsified asphalt
shall be placed in a way to be smooth and flush with roadway surface with minima l overbanding. This
work is considered incidental to the bid item “HMA CL. ½” PG 58H-22”.
5-04.3(19) Edge of Pavement Alignment
Where curb and gutter do not exist, the Contractor shall maintain a ± 2 inches per 100 linear feet tolerance
for the edge of pavement. The Contractor may establish a reference line as a guide at their discretion or
as directed by the Engineer. This work is considered incidental to the bid item “HMA CL. ½” PG 58H-22”.
5-04.3(20) Adjusting Utility Covers and Monument Cases to Final Grade
The following section only applies to existing utility covers and monument cases covered by HMA. The
work shall be completed after the final rolling of the final lift of HMA. The work consists of locating and
marking these features and then adjusting them final grade.
The Contractor shall locate all utility covers and monument cases covered by HMA immediately after pav-
ing operations are complete for a street and/or street segment. Each location shall be marked with paint
and identify the type of buried feature. The Contractor shall completely expose all water valve boxes and
gas valves for access within five (5) calendar days after final rolling of the final lift of HMA.
Cedar Ave Sidewalk SP 78 Special Provisions
2025
Existing structures and new structures shall be adjusted to the finished grade as shown on the Plans and
as further specified herein. Existing boxes, rings, grates, covers, and lids shall be reset in a careful and
workmanlike manner to conform to the required grades.
The new and existing utility castings and monuments shall be adjusted to grade in the following manner:
As soon as the street has been paved past each structure or casting, the asphalt concrete mat shall be
scored around the location of the structure or casting. After rolling has been completed and the mat
has cooled, it shall be cut along the scored lines. The structure or casting shall then be raised to fin-
ished pavement grade and the annular spaces filled as indicated on the Plans. The Contractor shall in-
stall the pavement to give a smooth finished appearance. All covers, lids, frames, and grates shall be
thoroughly cleaned.
After pavement is in place, all new pavement joints shall be sealed with a 6-inch-wide strip of hot asphalt
sealer. A sand blanket shall be applied to the surface of the hot asphalt sealer immediately after the
placement of the sealer to help alleviate the tracking of the asphalt. The sealer shall me et the require-
ments of Section 9-04.2(1) of the Standard Specifications
The Contractor shall adjust the following features to final grade per the requirements listed below.
Manholes and Catch Basins – Refer to Renton Standard Plan 106 included in the Appendix or Plans.
Water Valve Boxes – Refer to Renton Standard Plan 330.1 in the Appendix or Plans
Gas Valves – Same as Water Valve Boxes.
Monument Cases – Refer to Renton Standard Plan 113 in the Appendix or Plans.
J-boxes, Electrical Vaults, Communications Vaults – These features shall not to be covered with HMA.
5-04.3(21) Temporary Pavement Marking
The furnishing and installing of temporary pavement marking shall be as described in Section 8-23. For
this contract, all temporary pavement marking is considered short duration.
5-04.4 Measurement
Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction be-
ing made for the weight of asphalt binder, mineral filler, or any other component of the mi xture. If the
Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will
not be measured.
Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4.
Adjust Existing Manhole Cover will be measured per each.
Adjust Existing Catch Basin will be measured per each.
Adjust Existing Water Valve Box will be measured per each.
Cedar Ave Sidewalk SP 79 Special Provisions
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Adjust Existing Water Meter Box will be measured per each.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
“HMA Cl. 1/2" PG 58H-22”, per ton.
The unit Contract price per ton for “HMA Cl. 1/2" PG 58H-22” shall be full compensation for all costs, in-
cluding 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 Pro-
posal. The unit contract price per ton for “HMA Cl. 1/2" PG 58H-22” shall include the cost for all labor,
materials, equipment and tools for furnishing, placing, compacting and constructing asphalt pavement
including mix design, anti-strip determination, mix design verification, preparation of untreated road-
way, removing plastic traffic marking, removing RPMs, removing permanent striping, anti-stripping addi-
tive, soil residual herbicide, asphalt for tack coat, HMA pavement, HMA for preleveling, HMA transition
sections, HMA ramps, HMA driveways/approaches, HMA wedge curb, spreading and finishing, water,
compaction, sealing all cold joints with asphalt sealant (and sand blanket to alleviate tracking), tempo-
rary pavement markings, removal of temporary pavement markings,, and all other incidentals necessary
for a complete paving system to the lines, cross section and grades in accordance with the Plans.
“Temporary Pavement Marking”, per linear foot.
Payment for “Temporary Pavement Marking” is described in Section 8-23.5.
“Adjust Existing Catch Basin”, per each
“Adjust Existing Valve Box”, per each.
“Adjust Existing Water Meter Box”, per each.
The unit Contract price per each for “Adjust Existing Catch Basin”, “Adjust Existing Valve Box”, “Adjust
Existing Water Meter Box” shall be full payment for all costs incurred to perform the Work described in
Section 5-04.3(20) and Section 7-05.3(1).
END OF DIVISION 5
Cedar Ave Sidewalk SP 80 Special Provisions
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6-02 CONCRETE STRUCTURES
6-02.1 Description
(******)
This Section is supplemented with the following:
This work also consists of constructing cast in place cement concrete coping on block
walls and a reinforced concrete stair wall, as indicated on the Plans and specified herein.
6-02.2 Materials
(*****)
This Section is supplemented with the following:
Cement concrete for wall coping shall be concrete Class 3000.
Cement concrete for reinforce concrete stair wall shall be Class 4000
6-02.4 Measurement
(*****)
Delete the seventh paragraph of this Section.
Cement Conc. Coping will be measured per cubic yard.
Cement Conc. Stair Wall will be measured per cubic yard.
6-02.5 Payment
(*****)
This Section is supplemented with the following:
The unit contract price per cubic yard for “Cement Conc. Coping” shall include all costs
for labor, equipment, materials, and tools necessary to furni sh and install the complete
coping as indicated on the Plans, including but not limited to, formwork, cement
concrete, reinforcing, anchors, joints, joint material, sleeves, hardware, and surface
finishing.
The unit contract price per cubic yard for "Cement Conc. Stair Wall" shall include all
costs for labor, equipment, materials and tools necessary to furnish and install the
complete stair wall and footings all as indicated on the Plans, including but not limited
to formwork, cement concrete placement, reinforcing, anchors, joints, joint filler, curing,
sleeves, pipe penetrations, wall drains, hardware, fall protection and surface finishing.
Cedar Ave Sidewalk SP 81 Special Provisions
2025
6-06 BRIDGE RAILINGS
6-06.1 Description
(******)
This Section is supplemented with the following:
This work also consists of constructing galvanized steel pedestrian railings and stair
railings, as indicated on the Plans and specified herein.
6-06.2 Material
(******)
This Section is supplemented with the following:
Horizontal rails and vertical support posts and balusters shall be Class 2 material
(galvanized Schedule 40 steel pipe) in accordance with Standard Specificati on 9-
16.1(1)B.
Vertical posts and horizontal rails shall be 1-1/2-inch diameter and balusters shall be 1-
inch diameter. Vertical support posts shall be on 6-foot centers and balusters installed
with a maximum 4-inch clear space. Provide slip joints for each panel installed where it
joins the vertical supports.
Steel railing units shall be galvanized and powder coated after fabrication. Zinc used for
galvanizing shall conform to ASTM B6 with a minimum 1.5 ounces per square foot.
Powder coating shall consist of a zinc primary powder coating, 1.5 mil minimum dry film
thickness and finish coated with a polyester powder coating 1.5 mil minimum dry film
thickness. Total dry film thickness shall be 3 to 6 mil.
The finish color shall be Jet Black RAL 9005 per Section 6-07. The Contractor shall
submit sample colors for approval by the Engineer.
Pedestrian railing shall meet the following requirements:
1. Concentrated load of 200 lbs applied to the handrail at any point on the rail, in
any directions.
2. Uniform load of 50 lbs/LF applied horizontally and perpendicular to the top of
the railing.
3. Components of the rail system shall be designed to withstand 25 lb/sf at right
angles to the railing over the entire tributary area, including spaces and
openings
Cedar Ave Sidewalk SP 82 Special Provisions
2025
6-06.3(2) Metal Railings
(******)
This Section is supplemented with the following:
Before fabricating the railing, the Contractor shall provide a copy of the shop plans for
the Engineer’s approval. The Contractor may substitute other rail connection details for
those shown in the Plans if details of these changes shown in the shop plans and if the
Engineer approves. In approving shop plans, the Engineer indicates only that they are
adequate and complete enough. Approval does not indicate a check on dimensions.
Steel welding shall conform to the requirements of the “Structural Welding Code” AWS
D1.1. All exposed welds shall be ground flush with adjacent surfaces.
Railing panels shall be straight and true to the dimensions shown on the Plans. Adjacent
railing panels shall align with each other with a cariation not to exceed 1/16 inch. Joints
shall be match-marked.
For railings on curves, either horizontal or vertical, the railing shall conform closely to
the curvature of the structure by means of series of short chords between the vertical
posts or a tubular radius bend equal to the radii specified on the Plans. The lengths of
the chords shall be the distance center to center of rail posts.
The railing shall be erected in accordance with the Plans embedded in poured in place
concrete footings as shown on the detail in the Plans.
The railing shall be carefully erected, true to line and grade. Posts and balusters shall be
vertical with the direction from the vertical for the full height of the panel not exceeding
1/8 inch.
Railing installed without slip joints will be rejected and the Contractor shall install new
railing at his own expense.
Welds shall be made by certified welders and each weld shall be ground and buffed to a
smooth surface. If field welds are required, they shall be coated with a zinc alloy solder
to a minimum thickness of 2.0 mils per ASTM A 780.
After erection, the contractor shall prime welds, abrasions and surfaces not galvanized.
Field galvanizing shall be done by the hot-stick method. Spray-on zinc paint is not
acceptable.
Cedar Ave Sidewalk SP 83 Special Provisions
2025
6-06.4 Measurement
(******)
This Section is supplemented with the following:
Stair railing will be measured by the lump sum.
6-06.5 Payment
(******)
This Section is supplemented with the following:
The lump sum contract price for “Stair Railing” shall include all costs for labor,
equipment, materials, and tools necessary to furnish and install the complete pedestrian
railing system as indicated on the Plans, including but not li mited to fabrication, bolts,
fasteners, anchors, setting, adjusting, welding, galvanizing, terminal pieces, corner
pieces, connections to stair railing, posts, sleeves, rails, vertical and horizontal members,
powder coating, and grout in accordance with the Plans and specifications.
6-07 PAINTING
6-07.1 Description
This first sentence of this Section is revised to read:
(***Renton***)
This work shall consist of painting systems and colors for metal elements as shown on
the Plans.
6-07.2 Material
This Section is supplemented with the following:
(***Renton***)
Paint materials shall comply with the requirements in Section 9-08 unless described in
this section.
Paint Color/Paint System Table
Specification
Section Item Paint Color Paint System
9-08.2 Stair Railing RAL 9005TX
“Jet Black”
Refer to specification
below
Cedar Ave Sidewalk SP 84 Special Provisions
2025
Stair Railing
Stair railing shall be factory galvanized, primed and painted with polyester Powder
coating per Section 6-07 and Section 9-08 of the Standard Specifications. The
Contractor is to purchase a one-gallon sample from the pole manufacturer for use as a
color match for the Engineer’s approval prior to factory finish coating.
Galvanizing
All fabricated steel components and materials to be galvanized per ASTM 123.
All steel hardware components and materials to be galvanized per ASTM 153.
Powder Coating Paint System
The powder coating paint system shall be composed of exterior grade pure polyester
TGIC, dry powder including resins and pigments in accordance with requirements of
AAMA 605.2, and shall have the following characteristics:
Glossy Surface Semi-Gloss Surface Mat Surface
Thickness 2.5-3.5 mils/60-90 2.5-3.5 mils/60-90 2.5-3.5 mils/60-90
Gloss(1) 80-90 55-70 15-25
Cross Hatch Adhesion(2) Pass 100% Pass 100% Pass 100%
Mandrel Bending(3) 1/8"/3 mm 5/32"/4 mm 3/16"/5 mm
Erichsen Cupping
ISO 1520
5/16"/8 mm 1/4"/7 mm 3/16"/5 mm
Impression Hardness(4) 95 95 95
Impact Test(5) Up to 160"/lb. Up to 160"/lb. Up to 160"/lb.
Pencil Hardness(6) 2H (min.) 2H (min.) 2H (min.)
Dry Mill Test OK OK OK
Salt Spray Test(7) 1500 h test, max.
undercut 1/16"/1 mm
1500 h test, max.
undercut 1/16"/1 mm
1500 h test, max.
undercut 1/16"/1 mm
Humidity Resistance(8) 1500 h test, min.
blisters 1/16"/1 mm
1500 h test, min.
blisters 1/16"/1 mm
1500 h test, min.
blisters 1/16"/1 mm
Key:
(1) Gloss According to Gardner 60 degrees, ASTM D523.
(2) Cross Hatch Adhesion, ASTM D3359, Method B.
(3) Mandrel Bending Test, ASTM D522.
(4) Impression hardness, ASTM B3363.
(5) Impact Test, ASTM D2794; (0.1) inch distortion.
(6) Pencil Hardness, ASTM B3363.
(7) Salt spray Resistance Test, ASTM B117.
(8) Humidity Resistance Test, ASTM D2247.
Cedar Ave Sidewalk SP 85 Special Provisions
2025
6-07.3 Construction Requirements
This Section is supplemented with the following:
(***Renton***)
Apply entire finish system in the shop. Hold back finish system at all welded areas.
Bolted connections should be primed with a zinc-based primer compatible with the
approved paint system.
Field touch-up painting shall consist of matching specified priming and painting for all
damaged and field repaired areas. Field welds and abrasions should be touched up after
installation. Touch up surface preparation with a zinc-based primer compatible with the
approved paint system, 2.5 to 3.5 mils DFT.
Preparation, cleaning, priming, shop painting, and field touch-up for all fabricated
decorative exterior metal work will be incidental to the associated bid items.
Immediately remove coatings that fall on surrounding areas and surfaces not scheduled
to be coated.
The Contractor shall submit three samples of each custom color, textures, and gloss for
Engineer’s approval. Metal coupon samples shall be 3 inches by 5 inches.
6-07.3(11) Paint or Powder Coating of Galvanized Surfaces
6-07.3(11)A Painting of Galvanized Surfaces
This Section is supplemented with the following:
(***Renton***)
Clean surfaces to be powder coated in accordance with manufacturer’s written
instructions for surface preparation.
Install powder coatings in accordance with applicable codes and regulations and
manufacturer’s written instructions.
Applications of powder coating materials shall be performed in shop conditions, except
for touch ups approved in advance by the Engineer.
Finished surfaces shall be fully and uniformly coated without pinholes, bubbles, sag,
runs, lumps, marks, or discoloration.
Surface finish shall be of consistent and uniform color, texture, and gloss to match the
approved sample.
Cedar Ave Sidewalk SP 86 Special Provisions
2025
After powder coating has been in place for at least 15 days, and within 30 days of
Substantial Completion, check all powder-coated surfaces for damage, missed areas,
and discoloration.
Prepare surfaces, and touch up damaged, missed, and discolored areas to bring coating
system to full dry film thickness in color and gloss matching that of adjacent coated
areas.
Cedar Ave Sidewalk SP 87 Special Provisions
2025
7-01 DRAINS
7-01.2 Materials
The second paragraph of this Section is revised as follows:
(***Renton***)
Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt
Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I,
zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy,
polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the option of the Contractor
unless the Plans specify the type to be used.
7-01.3 Construction Requirements
The second paragraph of this Section is revised as follows:
(***Renton***)
PVC drainpipe shall be jointed with a bell and spigot joint using a flexible elastomeric
seal as described in Section 9 04.8. The bell shall be laid upstream. PE or ABS drainpipe
shall be jointed with snap on, screw on, or wraparound coupling bands as
recommended by the manufacturer of the tubing.
The sixth paragraph of this Section is revised as follows:
(***Renton***)
PVC under drain pipe shall be jointed using either the flexible elastomeric seal as
described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the
option of the Contractor unless otherwise specified in the Plans. The bell shall be laid
upstream. PE or ABS drainage tubing under drain pipe shall be jointed with snap on,
screw on, or wraparound coupling bands, as recommended by the manufacturer of the
tubing.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.3 Construction Requirements
(******)
This Section is supplemented with the following:
The Contractor shall construct all manholes and catch basins from precast concrete
bases and risers. Cast-in-place concrete bases shall only be used for “straddle” of
existing systems and shall be watertight.
Cedar Ave Sidewalk SP 88 Special Provisions
2025
In areas of new and existing pavement, the grate rim elevation shall be set to promote
drainage flow. In unimproved areas, the rim elevations shall be set 2 inches above
finished grade unless otherwise shown on the Plans.
Dewatering shall be per Section 7-08.3(1).
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
This Section is replaced with:
(******)
Where shown in the Plans or where directed by the Engineer, the existing manholes,
catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated
by the Engineer.
The existing cast iron ring and cover on manholes and the catch basin frame and grate
shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From
that point, the existing structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting
cover and casting to a finished grade as shown on the Construction Plans. Manhole ring
and covers shall be adjusted to the finished elevations per standard detail 400.1, prior to
final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6”
above grade.
In unpaved streets: manholes, catch basins, and similar structures in areas to be
surfaced with crushed rock or gravel shall be constructed to a point approximately eight
inches below the subgrade and covered with a temporary wood cover. Existing
manholes shall be cut off and covered in a similar manner. The Contractor shall
carefully reference each manhole so that they may be easily found upon completion of
the street Work. After placing the gravel or crushed stone surfacing, the manholes and
manhole castings shall be constructed to the finished grade of the roadway surface.
Excavation necessary for bringing manholes to grade shall center about the manhole
and be held to the minimum area necessary. At the completion of the manhole
adjustment, the void around the manhole shall be backfilled with materials which result
in the section required on the typical roadway section, and be thoroughly compacted.
In cement concrete pavement: manholes, catch basins, and similar structures shall be
constructed and adjusted in the same manner as outlined above except that the final
adjustment shall be made and cast iron frame be set after forms have been placed and
checked. In placing the concrete pavement, extreme care shall be taken not to alter the
position of the casting in any way.
In asphalt concrete pavement: manholes shall not be adjusted until the pavement is
completed, at which time the center of each manhole shall be carefully relocated from
references previously established by the Contractor. The pavement shall be cut in a
Cedar Ave Sidewalk SP 89 Special Provisions
2025
restricted area and base material be removed to permit removal of the cover. The
manhole shall then be brought to proper grade utilizing the same methods of
construction as for the manhole itself. The cast iron frame shall be pla ced on the
concrete blocks and wedged up to the desired grade. The asphalt concrete pavement
shall be cut and removed to a neat circle, the diameter of which shall be equal to the
outside diameter of the cast iron frame plus two feet. The base materials and crushed
rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be
placed so that the entire volume of the excavation is replaced up to but not to exceed 2
inches of the finished pavement surface. On the day following placement of the
concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting
shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed
and compacted with hand tampers and a patching roller. The complete patch shall
match the existing paved surface for texture, density, and uniformity of grade. The joint
between the patch and the existing pavement shall then be carefully painted with hot
asphalt cement or asphalt emulsion and shall be immediately covered with d ry paving
sand before the asphalt cement solidifies. The inside throat of the manhole shall be
thoroughly mortared and plastered.
Adjustment of inlets: The final alignment and grade of cast iron frames for new and old
inlets to be adjusted to grade will be established from the forms or adjacent pavement
surfaces. The final adjustment of the top of the inlet will be performed in similar manner
to the above for manholes. On asphalt concrete paving projects using curb and gutter
section, that portion of the cast iron frame not embedded in the gutter section shall be
solidly embedded in concrete also. The concrete shall extend a minimum of six inches
beyond the edge of the casting and shall be left 2 inches below the top of the frame so
that the wearing course of asphalt concrete pavement will butt the cast iron frame. The
existing concrete pavement and edge of the casting shall be painted with hot asphalt
cement. Adjustments in the inlet structure shall be constructed in the same manner and
of the same material as that required for new inlets. The inside of the inlets shall be
mortared and plastered.
Monuments and cast iron frame and cover: monuments and monument castings shall
be adjusted to grade in the same manner as for manholes.
Valve box castings: adjustments of valve box castings shall be made in the same manner
as for manholes.
7-07 CLEANING EXISTING DRAINAGE STRUCTURES
7-07.4 Measurement
(******)
Delete this Section and replace with the following:
No specific unit of measurement will apply to cleaning existing drainage structures.
Cedar Ave Sidewalk SP 90 Special Provisions
2025
7-07.5 Payment
(******)
Delete this Section and replace with the following:
No separate or additional payment will be made for cleaning existing drainage
structures. This work shall be considered incidental and shall be included in the various
unit and lump sum contract prices.
Cedar Ave Sidewalk SP 91 Special Provisions
2025
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.3 Construction Requirements
(******)
This Section is supplemented with the following:
The Contractor shall take all necessary precautions and utilize the Department of
Ecology’s (ECY) Best Management Practices to prevent sediment and fugitive dust from
construction activities from entering into storm water systems, natural waterways, or
environmentally sensitive areas and from otherwise being carried away from the
construction area by stormwater or air.
Temporary erosion protection shall be furnished, installed, and maintained for the
duration of this Project to protect environmentally sensitive areas, sloped surfaces,
adjacent areas and/or water bodies or conveyance systems. Temporary erosion
protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or
other forms of ground cover on areas disturbed by construction. Sloped surfaces shall
be restored and protected in such a manner that surface runoff does not erode the
embankments, slopes, or ground surfaces, nor create surface channels, or ruts.
Any damage caused by the Contractor’s failure to keep the erosion materials maintained
shall be borne by the Contractor alone.
8-01.3(1)A Submittals
(******)
This Section is supplemented with the following:
The Contractor shall be required to maintain, and update the TESC plan, as may be
required during the course of the Project. The TESC plan and details included are
provided solely for the establishment of basic erosion control measures and are not
intended to be a complete plan.
8-01.3(9)D Inlet Protection
(******)
This Section is supplemented with the following:
All catch basins grates within the project limits and adjacent areas shall have inlet
protection installed to prevent sedimentation from entering the storm system. The inlet
protection shall be routinely cleaned of sediment to prevent plugging. This sediment
shall be regularly removed, loaded, and hauled to waste whenever it presents a
potential surface accumulation problem or concern to the Contracting Agency.
Cedar Ave Sidewalk SP 92 Special Provisions
2025
8-01.4 Measurement
(******)
This Section is supplemented with the following:
No specific unit of measure will apply to erosion control and water pollution prevention.
8-01.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payments will be made in accordance with Section 1-04.1 for the following Bid Item(s):
“Erosion Control and Water Pollution Prevention”
The lump sum contract price for “Erosion Control and Water Pollution Prevention” shall
include all costs for preparing a TESC plan: inspecting, documenting, testing, and
notification as required by the CSWGP and all temporary erosion control and water
pollution prevention as stated herein and as further indicated on the Plans that is not
otherwise paid under separate contract items in the Proposal, including furnishing,
installing, maintaining, ,removal of erosion/water pollution prevention devices.
8-02 ROADSIDE RESTORATION
8-02.1 Description
(******)
This Section shall be supplemented with the following:
This Work also includes property restoration.
8-02.2 Materials
(******)
This Section shall be supplemented with the following:
Grass seed, of the following composition, proportion, and quality shall be applied at the
rates shown below on all areas requiring roadside seeding within the project:
Kind and Variety of Seed in Mixture by
Common Name and (Botanical Name)
Pounds Pure Live Seed
(PLS) Per Acre
3 Way Tall Fescue Blend (Festuca rubra) 100
Seeds shall be certified “Weed Free,” indicating there are no noxious or nuisance weeds
in the seed.
Cedar Ave Sidewalk SP 93 Special Provisions
2025
Sufficient quantities of 18-6-12 fertilizer shall be applied at 650 pounds per acre,
72 percent of nitrogen applied per acre shall be d erived from isobutylidene diurea
(IBDU), cyclo-di-urea (CDU), or a time release, polyurethane coated source with a
minimum release time of 6 months. The remainder may be derived from any source.
The fertilizer formulation and application rate shall be approved by the Engineer before
use.
Wood fiber mulch shall be applied at a rate as recommended by the manufacturer, and
tackifier shall be applied at a rate as recommended by the manufacturer.
8-02.3(3)B Chemical Pesticides
(******)
This Section is supplemented with the following:
No chemical herbicides will be allowed in planting areas.
8-02.3(4) Topsoil
(******)
This Section is supplemented with the following:
The costs of removing all excess material and debris shall be considered incidental to
the Project and as such merged in the various items bid.
Cultivate 4 inches of imported topsoil, Type A into the existing subgrades to a minimum
transition depth of 6 inches in areas to be seeded with topsoil, in sod areas, in planting
strip areas and in fill slopes to be planted, as shown on the Plans.
8-02.3(4)A Topsoil Type A
(******)
This Section is supplemented with the following:
Imported Topsoil, Type A, shall be a mixture of 33.3 percent compost by volume, 33.3
percent loam by volume and 33.3 percent sandy loam by volume as defined by USDA
soil texture triangle, screened through a 3/8-inch screen or approved equal. Compost
shall be made from ground yard waste that has first been screened through a 5/8-inch
trammel screen. The composting process shall include five 3-day periods during which
the compost temperature is 131 to 165 degrees Fahrenheit. The total composting time
period shall be a minimum of 4 months. Topsoil shall be weed free.
Cedar Ave Sidewalk SP 94 Special Provisions
2025
8-02.3(5) Roadside Seeding, Lawn and Planting Area Preparation
(******)
This Section is supplemented with the following:
Seeding, Sod and Planter Strip Areas: Finished grades of planting and seeding areas
shall allow for soil preparation and mulch. Finished grades shall be as follows:
Seeding and Sod Areas: 1 inch below all walks, curbs, and/or hard-
surface edges.
Perform all excavation and backfill necessary to provide finish grade of landscape areas
as indicated and specified. Remove from site excess and unsuitable material.
Landscape areas shall be graded to lines, grades, and cross sections indicated. Grades
shall meet the following:
1. Maximum 2:1 slope, unless otherwise indicated.
2. Smooth and round off surfaces at abrupt grade changes.
3. Feather grades to meet existing gradually. Rake planting areas smooth and
remove surface rocks over 2-inches diameter.
4. Provide minimum 2 percent crown or slope in all landscape areas. The
Contractor is responsible for any adverse drainage conditions that may affect
plant growth, unless he contacts the Project Engineer immediately indicating
any possible problem.
Finish grades shall be inspected and accepted by the Contracting Agency prior to
commencing planting or seeding work.
The costs of removing all excess material and debris shall be considered incidental to
the Project and as such merged in the various items bid.
Final Acceptance
Final acceptance by the Contracting Agency for soil preparation will be contingent on
the approval of all inspections, and that the soil preparation is consistent with these
specifications and with the Plans.
Cedar Ave Sidewalk SP 95 Special Provisions
2025
8-02.3(10)C Lawn Establishment
(******)
This Section is supplemented with the following:
Prior to laying sod, the initial application of the 10-20-20 fertilizer shall be spread and
raked into the topsoil. When grass reaches 2 inches in height and before mowing, apply
the second application of 10-20-20.
Sod shall be placed in accordance with standard horticultural practices. Dry soil shall be
moistened by sprinkling. All butt joints shall be stagg ered. On sloped areas, the sod
shall be laid wi th the long dimension parallel to the toe or top of slope. After placing,
the sod shall be rolled and heavily watered by sprinkler.
The Contractor shall be responsible for watering and fertilizing the sod until physical
completion of the Project. Watering shall be scheduled to prevent drying of joints
between sod strips. Four weeks after the first mowi ng, 6-2-4 fertilizer shall be applied
and reapplied at 6-week intervals.
Inspection and Substantial Completion
After completion of all sodding and seeding, including the post-planting fertilization
which follows the first mowing, the Contracting Agency will review the sodded or
seeded areas for adequacy. Areas not fully established (sod) or germinated (seeded)
with a uniform stand of grass, or areas damaged through any cause prior to this
inspection shall be resodded/reseeded, by the Contractor as herein specified and at the
Contractor’s sole expense as no additional monies will be due the Contractor. “Uniform
stand of grass” shall signify complete cover of lush, thriving, green grass with no bare
spots.
Reseeding
Reseed and fertilize with 6-2-4 at a rate of 400 pounds (30 pounds) per 1,000 square
foot, all areas failing to show a uniform stand of grass after germination of seed, or
damage through any cause before physical completion of the Project.
8-02.4 Measurement
(******)
Delete all paragraphs under this Section and replace with the following:
Topsoil will be measured by the cubic yard to the nearest 0.5 cubic yard in the haul
conveyance or container at the point of delivery. The Inspector shall be given a copy of
the trip ticket or other such evidence, which lists the quantity delivered and placed on
site. The Contractor shall coordinate same.
Cedar Ave Sidewalk SP 96 Special Provisions
2025
Bark or Wood Chip Mulch will be measured by the cubic yard in the haul conveyance or
container at the point of delivery. The Inspector shall be given a copy of the trip ticket
or other such evidence, which lists the quantity delivered and placed on site. The
Contractor shall coordinate same.
Seeding, fertilizing and mulching will be measured by the square yard by ground slope
measurement or through the use of design data.
8-02.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following listed
bid items that are included in the Proposal:
“Topsoil, Type __”, per cubic yard.
The unit contract price per cubic yard for “Topsoil, Type __” shall be full pay for all costs
necessary for providing the source of material for topsoil Type __, for pre-excavation
weed control, excavating, loading, hauling, intermediate windrowing, stockpiling, weed
control on stockpiles or windrows, and removal, furnishing, placing, cultivating,
spreading, processing, and compacting the topsoil.
“Bark or Wood Chip Mulch”, per cubic yard.
The unit contract price per cubic yard for “Bark or Wood Chip Mulch” shall be full pay
for all costs necessary to furnish and install the bark mulch.
“Sod Installation,” per square yard.
The unit contract price per square yard for “Sod Installation” shall include all costs
necessary to prepare the area, furnish and install the sod, erect barriers, control weeds,
establish lawn areas, water, mow, complete the Work as specified, and reseed as
needed.
“Property Restoration,” by force account.
Payments for the force account item of “Property Restoration” shall be determined in
accordance with Section 1-09.4. For the purpose of providing a common Proposal for all
bidders, the Contracting Agency has entered an amount for "Property Restoration" in
the Proposal to become a part of the total bid by the Contractor.
Cedar Ave Sidewalk SP 97 Special Provisions
2025
8-04 CURB, GUTTERS, AND SPILLWAYS
8-04.2 Materials
This Section is supplemented with the following:
(***Renton***)
Cement Concrete curb, all extruded curb and curb and gutter shall be constructed with
Class 4000 psi air intrained concrete conforming to the requirement of Section 6-02 of
the Standard Specifications.
8-04.3 Construction Requirements
(******)
This Section is supplemented with the following:
Any gutter damaged, defaced, cracked, chipped, or determined to be of poor
workmanship, in the opinion of the Contracting Agency, shall be removed, wastehauled
and replaced by the Contractor, at the Contractor’s expense. Sacking and grinding shall
not be considered an acceptable means for repairing unacceptable sections. The
Contractor shall further provide verbal and written notice (door hanger) to property
owners identifying restricted use of their driveways, sidewalks, etc. This notice must be
provided twice: at 1 week prior and again 1 day prior to the work being performed.
8-04.5 Payment
(******)
This Section is supplemented with the following:
The unit contract price per linear foot for "Cement Conc. Traffic Curb and Gutter" will
also include all costs to construct rolled curb and gutter and transitions from traffic curb
and gutter to rolled curb and gutter.
8-09 RAISED PAVEMENT MARKERS
8-09.3 Construction Requirements
(******)
This Section is supplemented with the following:
One Blue Raised Pavement Marker, Type 2 shall be placed in-line with the lane line that
is closest to the hydrant perpendicular to the centerline of the roadway in front of each
fire hydrant. On a two-lane roadway, the marker shall be offset from the centerline
4 inches toward the hydrant location.
Cedar Ave Sidewalk SP 98 Special Provisions
2025
8-09.4 Measurement
(******)
Delete this Section and replace with the following:
No measurement will be made for raised pavement markers, all costs shall be
considered incidental to the other unit price items in the Proposal.
8-12 CHAIN LINK FENCE AND WIRE FENCE
8-12.2 Materials
This Section is supplemented with the following:
(******)
Coated Chain Link Fence
All new chain link fences shall be coated. Chain link fence fabric shall be hot-dip
galvanized with a minimum of 0.8 ounce per square foot of surface area.
Fencing materials shall be coated with an ultraviolet-insensitive plastic or other inert
material at least 2 mils in thickness. Any pretreatment or coating shall be applied in
accordance with the manufacturer's written instructions. The Contractor shall provide
the Engineer with the manufacturer's written specifications detailing the product and
method of fabrication. The color shall match SAE AMS Standard 595 color number
17038, or be as approved by the Engineer.
Samples of the coated fencing materials shall be approved by the Engineer prior to
installation on the project.
The Contractor shall supply the Engineer with two aerosol spray cans containing a
minimum of 14 ounces each of paint of the color specified above. The touch-up paint
shall be compatible with the coating system used.
8-12.5 Payment
This Section is supplemented with the following:
“Chain Link Fence, Type 4,” per linear foot.
The unit contract price per linear foot for “Chain Link Fence Type 4” shall include all
costs for furnishing the necessary materials, labor, equipment, and tools to construct
the fence including, but not limited to, new concrete footings, waste haul of all e xcess
excavated material, posts, bars, tension wire, privacy slats where shown on the Plans,
chain link fabric, vinyl coating, touchup paint, and all hardware for a complete
installation.
Cedar Ave Sidewalk SP 99 Special Provisions
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8-14 CEMENT CONCRETE SIDEWALKS
8-14.1 Description
(******)
This Section is revised to read:
This Work consists of constructing cement concrete sidewalks, curb ramps, and
transitions in accordance with details shown in the Plans, Standard Plans, these
Specifications, and in conformity to the lines and grades shown in the Plans, Standard
Plans, and as established by the Engineer.
8-14.3 Construction Requirements
(******)
This Section is supplemented with the following:
The Contractor shall request a pre-construction meeting with the Engineer to be held 2
to 5 working days before any work can start on cement concrete sidewalks, curb ramps
or other pedestrian access routes to discuss construction requirements. Those attending
shall include:
1. The Contractor and Subcontractor in charge of constructing forms, and placing,
and finishing the cement concrete.
2. Engineer (or representative) and Project Inspectors for the cement concrete
sidewalk, curb ramp or pedestrian access route Work.
Items to be discussed in this meeting shall include, at a minimum , the following:
1. Slopes shown on the Plans.
2. Inspection
3. Traffic control
4. Pedestrian control, access routes and delineation
5. Accommodating utilities
6. Form work
7. Installation of detectable warning surfaces
8. Contractor ADA survey and ADA Feature as-built requirements
9. Cold Weather Protection
Timing Restrictions
Curb ramps shall be constructed on one leg of the intersection at a time. The curb ramps
shall be completed and open to traffic within five calendar days before construction can
begin on another leg of the intersection unless otherwise allowed by the Engineer.
Unless otherwise allowed by the Engineer, the five calendar day time restriction begins
when an existing curb ramp for the quadrant or traffic island/median is closed to
Cedar Ave Sidewalk SP 100 Special Provisions
2025
pedestrian use and ends when the quadrant or traffic island/median is fully functional
and open for pedestrian access.
Layout and Conformance to Grades
Using the information provided in the Contract documents, the Contractor shall lay out,
grade, and form each new curb ramp, sidewalk, and curb and gutter.
(***Renton***)
Cement concrete sidewalks shall be constructed with Class 4000 air entrained concrete
conforming to the requirement of Section 6-02 of the Standard Specifications. Any
sidewalk damaged, defaced, cracked, chipped, or determined to be of poor
workmanship, in the opinion of the Contracting Agency, shall be removed, waste
hauled, and replaced by the Contractor at the Contractor’s expense. Damaged sidewalk
shall be removed at a construction or expansion joint. Sacking, grinding, or spot repaired
shall not be considered an acceptable means for repairing unacceptable sections. The
Contractor shall further provide verbal and written notice (door hanger) to property
owners abutting the Project identifying restricted use of these facilities, etc. This notice
must be provided 1 week prior and again 1 day prior to the work being performed.
8-14.4 Measurement
This Section is supplemented with the following:
(***Renton***)
“Cement Conc. Sidewalk” will be measured by the square yard.
8-14.5 Payment
This Section is supplemented with the following:
(***Renton***)
“Cement Conc. Sidewalk”, per square yard.
The unit contract price per square yard for “Cement Conc. Sidewalk” shall include all
costs of furnishing all materials, labor, tools, and equipment necessary for a complete
installation including forming, furnishing, and placing concrete; sidewalk transitions and
driveways, thickened edges, jointing and joint filler, curing, barricades, end-sections,
and any other items required for a complete installation in good working order and in
accordance with the Plans, the Specifications, and as required in the field. It shall also
include protecting all sidewalk from damage until accepted by the Contracting Agency.
The unit contract price per each for “Cement Conc. Curb Ramp Type ___” shall include
all costs of furnishing all materials, labor, tools, and equipment necessary for a complete
installation including forming, furnishing and placing concrete, truncated domes, ramps,
landings, transitions, pedestrian curbing for ramps (at sides or back of ramps), jointing,
and joint filler, curing, barricades and any other items required for a complete
Cedar Ave Sidewalk SP 101 Special Provisions
2025
installation in good working order and in accordance with the Plans, the Specifications
and as required in the field. It shall also include pr otecting the concrete surface from
damage until accepted by the Contracting Agency.
8-18 MAILBOX SUPPORT
8-18.1 Description
This Section is supplemented with the following:
(******)
This work shall include removal of the existing mailboxes where noted on the Plans;
providing a temporary mailbox on stand, if required; returning the existing mailbox to
the mailbox owner; and installation of a new locking mailbox on a new steel support
with anti-twist plate in accordance with City of Renton Standard Details H027, H028 and
H029, and as indicated in the Plans.
8-18.3 Construction Requirements
This Section is supplemented with the following:
(******)
During construction, the mailbox and/or paper boxes shall be moved to a temporary
location where its usefulness will not be impaired. The Contractor shall give the U.S.
Postal Service Postmaster and mailbox owner written notice a minimum of 14 calendar
days prior to relocation. The post shall be removed from its fixed location and be placed
in a bucket or other suitable container and filled with sand, gravel, or other suitable
means to hold it in place. The existing post shall be cut to length as necessary such that
the height from the ground to the bottom of the box is 3 feet-6 inches. The temporary
box location shall be located such that delivery can be accomplished from within the
delivery vehicle and shall be maintained at all times. The new locking mailbox and its
relocation shall be in accordance with U.S. Postal Service requirements, have address
numbers placed on the mailbox and attachment hardware to the post shall fit a lockbox-
style mailbox. The Contractor is responsible for all coordination of the U.S. Postal
Service and mailbox owner.
8-18.4 Measurement
This Section is supplemented with the following:
(******)
The unit contract price for “Mailbox Support Type 1” shall be measured per each
mailbox removed, temporarily relocated, existing mailbox returned to owner, and new
locking mailbox installed on new steel support and foundation.
Cedar Ave Sidewalk SP 102 Special Provisions
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8-18.5 Payment
This Section is supplemented with the following:
(******)
“Mailbox Support Type 1”, per each.
The unit contract price for “Mailbox Support Type 1” shall include, but not be limited to,
all costs to provide, remove, temporarily relocate, return mailbox to mailbox owner and
install new mailbox on new support, and shall also include bolts, grout, sleeves, backfill
and steel posts, foundation, anti-twist plate, address numbering and coordination with
the post office, and any coordination with the mailbox owner.
8-21 PERMANENT SIGNING
8-21.3(4) Sign Removal
(******)
This Section is supplemented with the following:
The Contractor shall obtain approval from the Engineer prior to removing existing signs.
8-21.3(5) Sign Relocation
(******)
This Section is supplemented with the following:
All existing signs not designated for permanent removal that are damaged or removed
shall be replaced by the Contractor at no additional expense to the Contracting Agency.
Existing signs shall be temporarily relocated by the Contractor, as required, to portable
sign stands, subject to the approval of the Engineer. When temporarily installed on
posts, the signs shall be located as near as practical to their permanent locations and
shall have a minimum vertical clearance above the pavement in accordance with the
Manual on Uniform Traffic Control Devices (MUTCD).
All portable sign stands shall be designed to rigidly support the sign in position without
creating a hazard to the motorist. Portable sign stands shall be furnished by the
Contractor and upon completion of the work shall remain the property of the
Contractor and shall be removed from the Project.
Cedar Ave Sidewalk SP 103 Special Provisions
2025
8-21.5 Payment
(******)
This Section is supplemented with the following:
“Permanent Signing,” per lump sum.
The lump sum contract price for “Permanent Signing” shall be full pay for all material,
labor, tools, and equipment necessary to remove, protect, and reinstall existing signs
including posts, concrete anchors, and fasteners, as specified herein and shown on the
Plans, as well as furnishing and installing all new permanent signs as may be specified on
the Plans.
8-22 PAVEMENT MARKING
8-22.1 Description
(******)
This Section is supplemented with the following:
Pavement markings shall conform to Section 8-22 of the Standard Specifications, and
the latest edition and amendments thereto of the Manual on Uniform Traffic Control
Devices (MUTCD) as adopted by the State of Washington, and shall be constructed as
shown in the Plans except as modified herein.
The Contractor shall be responsible for all traffic control required to place and protect
pavement marking material, as outlined in Sections 1-07.23 and 1-10 of the Standard
Specifications and these Special Provisions.
8-22.2 Materials
(******)
This Section is supplemented with the following:
Plastic pavement marking materials shall be Type A – liquid hot applied thermoplastic
unless indicated otherwise in the Contract Documents.
Patents
The Contractor shall assume all costs arising from the use of patented materials,
equipment, devices, or processes used on or incorporated in the work, and agrees to
indemnify and save harmless the Contracting Agency and its duly authorized
representatives from all suits of law or action of every nature for, or on account of, the
use of any patented materials, equipment, device, or processes.
Cedar Ave Sidewalk SP 104 Special Provisions
2025
Acceptance
The Contractor shall be responsible for supplying material that meets aforestated
material and testing requirements. The Contractor shall supply certification that the
pavement marking material meets the above specifications.
8-22.3 Construction Requirements
(******)
This Section is supplemented with the following:
In addition to the requirements of Sections 8-22.3(2) and 8-22.3(3), the application and
surface preparation shall conform to the manufacturer’s recommendations.
The Contractor shall provide the Engineer with two copies of the manufacturer’s
recommendations for installation.
In all cases, the product manufacturer’s recommended application procedures shall be
adhered to. When no such procedures have been published, workmanship shall be
governed by these Special Provisions and the Standard Specifications.
After cleaning of areas to receive pavement markings, the areas shall pass inspection of
the Engineer prior to application of the material or the primer coat.
Reflectorized beading as stated in Section 8-22.3(3) of the Standard Specifications shall
be provided with all pavement markings.
8-24 ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING
8-24.2 Materials
(******)
This Section is supplemented with the following:
Landscape Block Walls
The face of the wall shall consist of a rock-face type appearance. Modular block units
shall be precast concrete tri-plane series, straight face, or Contracting Agency approved
equal. Color shall be concrete gray. The depth of each unit block shall be a minimum of
21-1/2 inches. Unit blocks shall allow concave and convex curves per wall alignments
indicated on Plans.
Modular block units shall have minimum 28-day compressive strength of 20 Mpa in
accordance with ASTM C90. The concrete shall have adequate freeze-thaw protection
with a maximum adsorption rate of 8 percent.
Exterior dimensions shall be uniform and consistent. Maximum dimensional deviations
shall be 0.20 inches (not including textured face).
Cedar Ave Sidewalk SP 105 Special Provisions
2025
8-24.3(2) Gravity Block Wall
(******)
This Section is supplemented with the following:
Excavation
Excavation shall be in accordance with the requirements of Section 2-09 and in
conformity to the limits and construction stages shown in the Plans.
The Contractor shall restrict the excavation limits to the length of wall that can be
constructed in one-day’s work. Excavation beyond the limits that can be completed in
one day’s work shall be permitted if the Contractor can demonstrate that the excavation
will remain stable until the wall is completed.
Slopes above the wall shall be established prior to any excavation for the wall.
Foundation Preparation
The foundation for the wall shall be graded as shown in the Plans.
Prior to placement of the concrete units, the foundation, if not in rock, shall be
compacted. Any foundation soils found to be unsuitable shall be removed and replaced
as provided for under Section 2-09.3(1) C. The leveling pad shall be compacted to 95
percent of modified Proctor.
Installation
The first course of block units shall be placed on the prepared leveling pad with the
front edges tight together. The Contractor shall install the units level and the alignment
as shown on the Plans. The units shall be in full contact with the leveling pad. Proper
care shall be taken to develop straight lines and smooth curves. All cavities in and
around the block shall be backfilled. Backfill front and back of entire bottom row to
firmly lock in place. All excess material shall be swept from tops of units. Install next
course of wall units on top of base row. The blocks shall be aligned according
manufacturer’s recommendations. The Contractor shall check each block for proper
alignment and level. Backfill remaining space behind second course and compact to 95
percent of standard Proctor. Repeat process for each succeeding course. No more than
two courses of block shall be dry stacked prior to placement of unit core fill and backfill.
Install cap units with construction adhesive at the wall locations indicated on the Plans.
Cedar Ave Sidewalk SP 106 Special Provisions
2025
Backfill
Material shall be as specified in the Plans. Only hand-operated compaction equipment
shall be allowed within 3 feet of the wall face. Sudden braking and sharp turning shall
be avoided.
The backfill shall be compacted to achieve 95 percent modified Proctor. The Contractor
shall be fully responsible for achieving the specified compaction requirements. The
Engineer may direct the Contractor to remove and correctly replace any soil or materials
found to be not in compliance with these specifications, at the Contractor’s expense.
8-24.4 Measurement
(******)
Delete this Section and replace with the following:
Measurement for Modular Block Wall will be per square foot as measured on a vertical
face (one side only) from top of wall to bottom of wall (including wall key and excluding
cast-in-place wall caps, leveling pad, etc.).
8-24.5 Payment
(******)
Delete this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following bid
items that are included in the Proposal:
The unit contract price per square foot for “Modular Block Wall” shall be full pay for
furnishing all material, labor, tools, and equipment necessary to construct the modular
block wall including, but not limited to, excavation, shoring, preparing the subgrade,
furnishing and installing leveling pad, modular blocks (including modular caps and
construction adhesive), unit fill, drain pipe, drain rock, geotextile fabric for drain pipe,
and wastehaul for a complete installation.
Gravel backfill will be paid for separately under the unit contract item “Crushed
Surfacing Top Course.”
Cedar Ave Sidewalk SP 107 Special Provisions
2025
DIVISION 9 MATERIALS
9-03 AGGREGATES
9-03.8(7) HMA Tolerances and Adjustments
(******)
Delete Item 1 and replace it with the following:
1. Job Mix Formula Tolerances. After the JMF is determined as required in
5-04.3(7)A, the constituents of the mixture at the time of acceptance shall
conform to the following tolerances:
Nonstatistical
Evaluation
Commercial
Evaluation Aggregate, percent passing
1", 3/4", 1/2", and 3/8" sieves 6% 8%
U.S. No. 4 sieve 6% 8%
U.S. No. 8 sieve 6% 8%
U.S. No. 200 sieve 2.0% 3.0%
Asphalt Binder 0.5% 0.7%
These tolerance limits constitute the allowable limits as described in Section 1-06.2. The
tolerance limit for aggregate shall not exceed the limits of the control points section,
except the tolerance limits for sieves designated as 100 percent passing will be 99-100.
The tolerance limits on sieves shall only apply to sieves with control points.
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.1 Soil
9-14.1(1) Topsoil Type A
This Section is supplemented with the following:
Import topsoil shall be two-way topsoil, consisting of 50 percent Compost screened to
1/2 inch and 50 percent sand. No animal waste, sludge or other amendments added. Bulk
product screened to 1/2 inch. Free of weeds, sticks, seeds, clay lumps or any material.
Compost shall meet all of the requirements found in See 9-14.4(8).
The sand portion of the topsoil shall be free of phyto-toxic materials; viable seeds, roots
or rhizomes.
Cedar Ave Sidewalk SP 108 Special Provisions
2025
9-14.1(3)A Topsoil Acceptance
(******)
This Section is revised with the following:
Contractor must provide from the manufacturer a recent copy of a soil report with a
required sample that is not more than 6 months old. The soil report must demonstrate
the topsoil meets all of the requirements described in 9-14.1(1).
Appendices
(January 2, 2012 WSDOT)
The following appendices are attached and made a part of this contract:
Appendix A – Wage Rates
Washington State Prevailing Wage Rates
Appendix B – City of Renton Standard Plans
Appendix C – WSDOT Standard
(November 4, 2024)
Standard Plans
The Washington State Department of Transportation Standard Plans M21-01, published
September 2024, is made a part of this Contract with the following revisions:
A-10.30
RISER RING detail (Including SECTION view and RISER RING DIMENSIONS table): The RISER
RING detail is deleted from the plan.
INSTALLATION detail, SECTION A: The “1/4”” callout is revised to read “+/- 1/4" (SEE
CONTRACT ~ Note: The + 1/4" installation is shown in the Section A view)”
A-40.20
Sheet 1, NOTES 1, 2, 3, and 4 are replaced with the following:
1. Use the ½ inch joint details for bridges with expansion length less than 100 feet
and for bridges with L type abutments. Use the 1 inch joint details for other
applications.
Cedar Ave Sidewalk SP 109 Special Provisions
2025
2. Use detail 5, 6, 7 on steel trusses and timber bridges with concrete bridge deck
panels.
3. For details 1, 2, 3, and 4, the item “HMA Joint Seal at Bridge End” shall be used for
payment. For details 5 and 6, the item “HMA Joint Seal at Bridge Deck Panel Joint”
shall be used for payment. For detail 7, the item “Clean and Seal Bridge Deck Panel
Joint” shall be used for payment.
Sheet 2, Detail 8 reference to “6-09.3(6)” is revised to read “6-21.3(7)”.
A-50.40
Sheet 1, Plan View: The callout “BEAM GUARDRAIL TYPE 31 TRANSITION SECTION TYPE 21
OR TYPE 24 (SEE STANDARD PLAN C-25.20 OR C-25.30)” is revised to read “BEAM GUARDRAIL
TYPE 31 TRANSITION SECTION TYPE 21, 24, OR 25 (SEE STANDARD PLAN C -25.20, C-25.30,
OR C-25.32)”
A-60.40
Note 2 reference to “6-09.3(6)” is revised to read “6-21.3(7)”.
B-90.40
Valve Detail – DELETED
C-23.70
Sheet 2, ANCHOR BRACKET ASSEMBLY DETAIL, dimension, “R. 5/16” is revised to read; R.
15/16”
ANCHOR PLATE DETAIL, weld callout (fillet), 1/4" is revised to read; 3/16”
C-60.20
Sheet 1, Plan view, callout – “1/2” (IN) DIAMETER X 6 1/2" (IN) LONG ANCHOR BOLT ~ PER
STD. SPEC. SECT. 9-06.5(4) (TYPICAL) (SEE NOTE 7)” is revised to read: “5/8” DIAMETER x 6
1/2" (IN) LONG ANCHOR BOLT ~ PER STD. SPEC. SECT. 9-06.5(4) (TYPICAL) (SEE NOTE 7)”
C-81.15
Sheet 1, General Notes, Add Note 7, to read;”7. The concrete class for the moment slab shall
be class 4000 typically and class 4000A when the top of the slab is used as the roadway, or
sidewalk, surface. The concrete class for the barrier is defined in Standard Specificati on
Section 6-10.3.”
Cedar Ave Sidewalk SP 110 Special Provisions
2025
C-85.11
On Section B, the callout “3” EXPANDED POLYSTYRENE AROUND COLUMN (TYP.)” is revised
to read “3” EXPANDED POLYSTYRENE OR POLYETHYLENE FOAM AROUND COLUMN (TYP.)”
D-3.09
Sheet 1, Geosynthetic Wall with 2 FT Traffic Surcharge detail, callout – “BARRIER ON WALL ~
SEE Standard Plan D-3.15 or D-3.16” is revised to read: “BARRIER ON WALL ~ SEE Standard
Plan C-81.10 and/or C-81.15”
D-3.10
Sheet 1, Typical Section, callout – “FOR WALLS WITH SINGLE SLOPE TRAFFIC BARRIER. USE
THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.15” is revised to read; ”FOR
WALLS WITH SINGLE SLOPE TRAFFIC BARRIER, SEE CONTRACT PLANS”
Sheet 1, Typical Section, callout – “FOR WALLS WITH F-SHAPE TRAFFIC BARRIER. USE THE
DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.16” is revised to read; ”FOR
WALLS WITH F-SHAPE TRAFFIC BARRIER, SEE CONTRACT PLANS”
D-3.11
Sheet 1, Typical Section, callout – “”B” BRIDGE APPROACH SLAB (SEE BRIDGE PLANS) OR
PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE STANDARD PLANS D-3.15 OR D-3.16” is
revised to read; ”B” BRIDGE APPROACH SLAB OR MOMENT SLAB (SEE CONTRACT PLANS)
Sheet 1, Typical Section, callout – “TYPICAL BARRIER ON BRIDGE APPROACH SLAB (SEE
BRIDGE PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE STANDARD PLAN S D-
3.15 OR D-3.16” is revised to read; “TYPICAL BARRIER ON BRIDGE APPROACH SLAB OR
MOMENT SLAB (SEE CONTRACT PLANS)
D-10.10
Note 7, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D-15.30” is
revised to read “Traffic Barriers shall not be structurally connected to the Reinforced
Concrete Retaining Wall Type 1 and 1SW”.
D-10.15
Note 7, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D-15.30” is
revised to read “Traffic Barriers shall not be structurally connected to the Reinforced
Concrete Retaining Wall Type 2 and 2SW”.
D-10.30
Wall Type 5 may be used in all cases.
D-10.35
Wall Type 6 may be used in all cases.
Cedar Ave Sidewalk SP 111 Special Provisions
2025
D-10.40
Note 5, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D-15.30” is
revised to read “Traffic Barriers shall not be structurally connected to the Reinforced
Concrete Retaining Wall Type 7”.
D-10.45
Note 5, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D-15.30” is
revised to read “Traffic Barriers shall not be structurally connected to the Reinforced
Concrete Retaining Wall Type 8”.
F-10.18
General Note 1; “Construct curb joints at concrete pavement transverse joint locations. If all
adjacent pavement is HMA, see Standard Plam F-30.10 for Curb Expansion and Contraction
Joint Spacing.” Is revised to read – “See Standard Plan F-30.10 and Standard Specification
Section 8-04.3 for Curb Expansion and Contraction Joint details and spacing.”
F-30.10
All five instances of the “2.0% MAX.” are replaced with “2.1% MAX.”
F-40.12
The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”
Note 7 is replaced with the following:
7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted herein.
If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for details.
Use a single constant slope from bottom of ramp to top of ramp to match into the landing.
Do not include the abutting landing in the Curb Ramp length measurement. When a ramp is
constructed on a radius, the Curb Ramp length is measured on the inside radius along the
back of the walkway.
Section B is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
Section C is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
Cedar Ave Sidewalk SP 112 Special Provisions
2025
F-40.14
The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”
Note 7 is replaced with the following:
7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted herein.
If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for details.
Use a single constant slope from bottom of ramp to top of ramp to match into the landing.
Do not include the abutting landing in the Curb Ramp length measurement. When a ramp is
constructed on a radius, the Curb Ramp length is measured on the inside radius along the
back of the walkway.
Section A is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
Section C is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
F-40.15
The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”
Note 7 is replaced with the following:
7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted herein.
If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for details.
Use a single constant slope from bottom of ramp to top of ramp to match into the landing.
Do not include the abutting landing in the Curb Ramp length measurement.
Section A is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
F-40.16
The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”
Note 8 is replaced with the following:
7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted herein.
If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for details.
Use a single constant slope from bottom of ramp to top of ramp to match into the landing.
Do not include the abutting landing in the Curb Ramp length measurement.
Section A is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
Section B is amended as follows:
Delete: “15’ – 0” MAX. (TYP.)”
F-80.10
The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”
Note 6 is replaced with the following:
The running slope of the Pedestrian Ramp shall not exceed 8.3% maximum except as noted
herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for
Cedar Ave Sidewalk SP 113 Special Provisions
2025
details. Use a single constant slope from bottom of ramp to top of ramp to match into the
sidewalk.
Section A is amended as follows:
Delete: “15” Max.”
J-10.10
Sheet 4 of 6, “Foundation Size Reference Table”, PAD WIDTH column, Type 33xD=6’ – 3” is
revised to read: 7’ – 3”. Type 342LX / NEMA P44=5’ – 10” is revised to read: 6’ – 10”
Sheet 5 of 6, Plan View, “FOR EXAMPLE PAD SHOWN HERE:, “first bullet” item, “-SPACE
BETWEEN TYPE B MOD. CABINET AND 33x CABINET IS 6” (IN)” I S REVISED TO READ: “SPACE
BETWEEN TYPE B MOD. CABINET (BACK OF ALL CHANNEL STEEL) AND 33x CABINET IS 6” (IN)
(CHANNEL STEEL ADDS ABOUT 5” (IN)”
J-10.16
Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14
J-10.17
Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14
J-10.18
Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14
J-20.10
DELETED
J-20.11
DELETED
J-20.26
Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton
post.”
Add General Note 2, to read: “Signs shown are for locations with pedestrian signal displays
(Accessible Pedestrian Signals/APS). Accessible information device (AID) pushbuttons signs
not shown.”
Revise View Titles (Both Sheets) to read: “ACCESSIBLE PEDESTRIA N PUSHBUTTON
ASSEMBLY”
J-20.16
View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE
Cedar Ave Sidewalk SP 114 Special Provisions
2025
J-21.10
Sheet 1, Anchor Bolt Template, callout; “9” (IN) BOLT CIRCLE” is revised to read: “9” (IN)
DIA.BOLT CIRCLE”
Base Plate Detail, callout; “3/4” (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6” (IN)” IS
REVISED TO READ; “3/4” (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/16” (IN)”
Flat Foundation Detail – Elevation, callout; “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD
~ THREE REQ’D. PER ASSEMBLY” is revised to read; “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL
THREAD ~ FOUR REQ’D. PER ASSEMBLY”
Flat Foundation Detail – Elevation, dimension; 4’ – 0” is revised to read; “4’ – 0” ROUND OR
3’ – 0” SQUARE”
J-21.15
Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1
½” (IN) DIAM.
J-28.30
General Note 13 – “See Standard Plans C-8b and C-85.14 for steel light standards on traffic
barrier” is revised to read; “See Standard Plan C-85.15 for steel light standards on traffic
barrier.”
J-40.10
Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT
WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT
WASHER”
J-40.36
Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised
to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for
the cover.
J-40.37
Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revise d
to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for
the cover.
J-75.20
Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”,
add the following to the end of the note: “Alternate: Stainless steel cable with stainless steel
ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated
hardware.”
Cedar Ave Sidewalk SP 115 Special Provisions
2025
J-75.55
Notes, Note A1, Revise reference, was – G-90.29, should be – G-90.20.
L-5.10
Add new general Note 9 on sheet 1 – “9. The top of wall in Section A on Sheet 1 shall be
located as follows: 1) flush with the finished grade when placed within the deflection
distance of the long span guardrail system (Std. Plan C-20.40), 2) Two inches maximum above
finished grade when placed behind a box culvert guardrail steel post system (Std. Plan C -
20.41 or C-20.43), 3) Six inches minimum for all other applications. The bottom rail shall be
located at mid height between the top rail and the top of structure.”
M-20.30
Wide Dotted Lane Line Detail, reference below title, (SEE NOTE 6) is revised to read: (SEE
NOTE 5)
M-40.10
Guide Post Type ~ Reflective Sheeting Applications Table, remove reference - “(SEE NOTE 5)”
The following are the Standard Plan numbers applicable at the time this project was
advertised. The date shown with each plan number is the publication approval date shown
in the lower right-hand corner of that plan. Standard Plans showing different dates shall not
be used in this contract.
A-10.10-00 ............ 8/7/07 A-30.35-00 ........ 10/12/07 A-50.10-02 .......... 7/18/24
A-10.20-00 .......... 10/5/07 A-40.00-01 ............ 7/6/22 A-50.40-01 .......... 8/17/21
A-10.30-00 .......... 10/5/07 A-40.10-04 .......... 7/31/19 A-60.10-03 ........ 12/23/14
A-20.10-00 .......... 8/31/07 A-40.15-00 .......... 8/11/09 A-60.20-03 ........ 12/23/14
A-30.10-00 .......... 11/8/07 A-40.20-04 .......... 1/18/17 A-60.30-01 .......... 6/28/18
A-30.30-01 .......... 6/16/11 A-40.50-03 ......... 9/12/23 A-60.40-00 .......... 8/31/07
B-5.20-03 .............. 9/9/20 B-30.50-03 .......... 2/27/18 B-75.20-03 .......... 8/17/21
B-5.40-02 ............ 1/26/17 B-30.60-00 ............ 9/9/20 B-75.50-02 .......... 3/15/22
B-5.60-02 ............ 1/26/17 B-30.40-03 .......... 2/27/18 B-70.60-01 .......... 1/26/17
B-10.20-03 .......... 8/23/23 B-30.70-04 .......... 2/27/18 B-75.60-00 ............ 6/8/06
B-10.40-02 .......... 8/17/21 B-30.80-01 .......... 2/27/18 B-80.20-00 ............ 6/8/06
B-10.70-03 .......... 8/23/23 B-30.90-02 .......... 1/26/17 B-80.40-00 ............ 6/1/06
B-15.20-01 ............ 2/7/12 B-35.20-00 ............ 6/8/06 B-85.10-01 .......... 6/10/08
B-15.40-01 ............ 2/7/12 B-35.40-01 .......... 8/23/23 B-85.20-00 ............ 6/1/06
B-15.60-02 .......... 1/26/17 B-40.20-00 ............ 6/1/06 B-85.30-00 ............ 6/1/06
B-20.20-02 .......... 3/16/12 B-40.40-02 .......... 1/26/17 B-85.40-00 ............ 6/8/06
B-20.40-04 .......... 2/27/18 B-45.20-01 .......... 7/11/17 B-85.50-01 .......... 6/10/08
B-20.60-03 .......... 3/15/12 B-45.40-01 .......... 7/21/17 B-90.10-00 ............ 6/8/06
B-25.20-02 .......... 2/27/18 B-50.20-00 ............ 6/1/06 B-90.20-00 ............ 6/8/06
B-25.60-03 .......... 8/23/23 B-55.20-03 .......... 8/17/21 B-90.30-00 ............ 6/8/06
Cedar Ave Sidewalk SP 116 Special Provisions
2025
B-30.05-00 ............ 9/9/20 B-60.20-02 ............ 9/9/20 B-90.40-01 .......... 1/26/17
B-30.10-03 .......... 2/27/18 B-60.40-01 .......... 2/27/18 B-90.50-00 ............ 6/8/06
B-30.15-00 .......... 2/27/18 B-65.20-01 .......... 4/26/12 B-95.20-02 .......... 8/17/21
B-30.20-04 .......... 2/27/18 B-65.40-00 ............ 6/1/06 B-95.40-01 .......... 6/28/18
B-30.30-03 .......... 2/27/18 B-70.20-01 .......... 3/15/22
C-1 ........................ 9/8/22 C-23.70-01 ........ 10/16/23 C-70.10-04 ........ 10/16/23
C-1b .................. 10/12/23 C.24.10-05 .......... 7/21/24 C-70.15-01 .......... 7/21/24
C-1d .................. 10/31/03 C-24.15-00 .......... 3/15/22 C-75.10-02 .......... 9/16/20
C-6a ...................... 9/8/22 C-25.20-07 .......... 8/20/21 C-75.20-03 .......... 8/20/21
C-7 ........................ 9/8/22 C-25.22-06 .......... 8/20/21 C-75.30-03 .......... 8/20/21
C-7a ...................... 9/8/22 C-25.26-05 .......... 8/20/21 C-80.10-03 ........ 10/16/23
C-20.10-09......... 10/12/23 C-25.30-01 .......... 8/20/21 C-80.20-01 .......... 6/11/14
C-20.14-05............. 9/8/22 C-25.32-00 .......... 7/29/24 C-80.30-02 .......... 8/20/21
C-20.15-03......... 10/12/23 C-25.80-05 .......... 8/12/19 C-80.40-01 .......... 6/11/14
C-20.18-04............. 9/8/22 C-60.10-04 .......... 7/21/24 C-85.10-00 ............ 4/8/12
C-20.40-10......... 10/12/23 C-60.15-01 .......... 7/21/24 C-85.11-01 .......... 9/16/20
C-20.41-05........... 7/18/24 C-60.20-01 ............ 9/8/22 C-85.15-03 ........ 10/17/23
C-20.43-01........... 7/18/24 C-60.30-02 .......... 7/21/24 C-85-18-03 ............ 9/8/22
C-20.44-00........... 8/13/24 C-60.40-01 .......... 7/21/24 C-81.10-00 .......... 9/12/23
C-20.45-03............. 9/8/22 C-60.45-01 .......... 7/21/24 C-81.15-00 .......... 9/12/23
C-20.55-00........... 7/30/24 C-60.50-01 .......... 7/21/24
C-22.16-08......... 10/17/23 C-60.60-01 .......... 7/21/24
C-22.40-11........... 7/21/24 C-60.70-01 ............ 9/8/22
C-22.45-07........... 7/21/24 C-60.80-02 .......... 7/21/24
D-2.36-03 ............ 6/11/14 D-3.11-03 ............ 6/11/14 D-10.25-01 ............ 8/7/19
D-2.46-02 ............ 8/13/21 D-4 .................... 12/11/98 D-10.30-00 ............ 7/8/08
D-2.84-00 .......... 11/10/05 D-6 ...................... 6/19/98 D-10.35-00 ............ 7/8/08
D-2.92-01 ............ 4/26/22 D-10.10-01 .......... 12/2/08 D-10.40-01 .......... 12/2/08
D-3.09-00 ............ 5/17/12 D-10.15-01 .......... 12/2/08 D-10.45-01 .......... 12/2/08
D-3.10-01 ............ 5/29/13 D-10.20-01 ............ 8/7/19 D-20.10-00 .......... 10/9/23
E-1 ...................... 2/21/07 E-4 ...................... 8/27/03 E-20.10-00........... 9/12/23
E-2 ...................... 5/29/98 E-4a .................... 8/27/03 E-20.20-00........... 10/4/23
F-10.12-04 ........... 9/24/20 F-10.62-02 .......... 4/22/14 F-40.15-04 .......... 9/25/20
F-10.16-00 ......... 12/20/06 F-10.64-03 .......... 4/22/14 F-40.16-03 .......... 6/29/16
F-10.18-04 ........... 6/28/24 F-30.10-04 .......... 9/25/20 F-45.10-05 ............ 6/4/24
F-10.40-04 ........... 9/24/20 F-40.12-03 .......... 6/29/16 F-80.10-04 .......... 7/15/16
F-10.42-00 ........... 1/23/07 F-40.14-03 .......... 6/29/16
Cedar Ave Sidewalk SP 117 Special Provisions
2025
G-10.10-00 .......... 9/20/07 G-24.50-05 ............ 8/7/19 G-90.10-03 .......... 7/11/17
G-20.10-03 .......... 8/20/21 G-24.60-05 .......... 6/28/18 G-90.20-05 .......... 7/11/17
G-22.10-04 .......... 6/28/18 G-25.10-05 .......... 9/16/20 G-90.30-04 .......... 7/11/17
G-24.10-00 .......... 11/8/07 G-26.10-00 .......... 7/31/19 G-95.10-02 .......... 6/28/18
G-24.20-01 ............ 2/7/12 G-30.10-04 .......... 6/23/15 G-95.20-03 .......... 6/28/18
G-24.30-02 .......... 6/28/18 G-50.10-03 .......... 6/28/18 G-95.30-03 .......... 6/28/18
G-24.40-07 .......... 6/28/18
H-10.10-01 ............ 6/2/24 H-30.10-00 ........ 10/12/07 H-70.10-02 .......... 8/17/21
H-10.11-00 ............ 6/2/24 H-32.10-00 .......... 9/20/07 H-70.20-02 .......... 8/17/21
H-10.15-01 ............ 6/2/24 H-60.10-01 ............ 7/3/08
H-10.16-00 ............ 6/2/24 H-60.20-01 ............ 7/3/08
I-10.10-01............ 8/11/09 I-30.20-00 ........... 9/20/07 I-40.20-00 ........... 9/20/07
I-30.10-02............ 3/22/13 I-30.30-02 ........... 6/12/19 I-50.20-02 ............. 7/6/22
I-30.15-02............ 3/22/13 I-30.40-02 ........... 6/12/19 I-60.10-01 ........... 6/10/13
I-30.16-01............ 7/11/19 I-30.60-02 ........... 6/12/19 I-60.20-01 ........... 6/10/13
I-30.17-01............ 6/12/19 I-40.10-00 ........... 9/20/07 I-80.10-02 ........... 7/15/16
J-05.50-00 ........... 8/30/22 J-26.10-03 ........... 7/21/16 J-50.05-00 ........... 7/21/17
J-10 ..................... 7/18/97 J-26.15-01 ........... 5/17/12 J-50.10-01 .......... .7/31/19
J-10.10-04 ........... 9/16/20 J-26.20-01 ........... 6/28/18 J-50.11-02 ........... 7/31/19
J-10.12-00 ........... 9/16/20 J-27.10-01 ........... 7/21/16 J-50.12-02 ............. 8/7/19
J-10.14-00 ........... 9/16/20 J-27.15-00 ........... 3/15/12 J-50.13-01 ........... 8/30/22
J-10.15-01 ........... 6/11/14 J-28.01-00 ........... 8/30/22 J-50.15-01 ........... 7/21/17
J-10.16-02 ........... 8/18/21 J-28.10-02 ............. 8/7/19 J-50.16-01 ........... 3/22/13
J-10.17-02 ........... 8/18/21 J-28.22-00 ........... 8/07/07 J-50.18-00 ............. 8/7/19
J-10.18-02 ........... 8/18/21 J-28.24-02 ........... 9/16/20 J-50.19-00 ............. 8/7/19
J-10.20-04 ........... 8/18/21 J-28.26-01 ......... 12/02/08 J-50.20-00 ............. 6/3/11
J-10.21-02 ........... 8/18/21 J-28.30-04 ........... 6/18/24 J-50.25-00 ............. 6/3/11
J-10.22-03 ........... 10/4/23 J-28.40-02 ........... 6/11/14 J-50.30-00 ............. 6/3/11
J-10.25-01 ........... 6/21/24 J-28.42-01 ........... 6/11/14 J-60.05-01 ........... 7/21/16
J-10.26-00 .......... .8/30/22 J-28.43-01 ........... 6/28/18 J-60.11-00 ........... 5/20/13
J-12.15-00 ........... 6/28/18 J-28.45-03 ........... 7/21/16 J-60.12-00 ........... 5/20/13
J-12.16-00 ........... 6/28/18 J-28.50-03 ........... 7/21/16 J-60.13-00 ........... 6/16/10
J-15.10-01 ........... 6/11/14 J-28.60-03 ........... 8/27/21 J-60.14-01 ........... 7/31/19
J-15.15-02 ........... 7/10/15 J-28.70-04 ........... 8/30/22 J-75.10-02 ........... 7/10/15
J-20.01-01 .......... .6/21/24 J-29.10-02 ........... 8/26/22 J-75.20-01 ........... 7/10/15
J-20.05-00 ........... 6/21/24 J-29.15-01 ........... 7/21/16 J-75.30-02 ........... 7/10/15
J-20.10-05 ........... 10/4/23 J-29.16-02 ........... 7/21/16 J-75.50-00 ........... 8/30/22
J-20.11-03 ........... 7/31/19 J-30.10-01 ........... 8/26/22 J-75.55-00 ........... 8/30/22
J-20.15-04 ........... 6/21/24 J-40.01-00 ........... 8/30/22 J-80.05-00 ........... 8/30/22
J-20.16-02 ........... 6/30/14 J-40.05-00 ........... 7/21/16 J-80.10-01 ........... 8/18/21
J-20.20-02 ........... 5/20/13 J-40.10-04 ........... 4/28/16 J-80.12-00 ........... 8/18/21
J-20.26-01 ........... 7/12/12 J-40.20-03 ........... 4/28/16 J-80.15-00 ........... 6/28/18
J-21.10-05 ........... 6/21/24 J-40.30-04 ........... 4/28/16 J-81.10-02 ........... 8/18/21
Cedar Ave Sidewalk SP 118 Special Provisions
2025
J-21.15-01 ........... 6/10/13 J-40.35-01 ........... 5/29/13 J-81.12-00 ............. 9/3/21
J-21.16-02 ........... 6/21/24 J-40.36-02 ........... 7/21/17 J-84.05-00 ........... 8/30/22
J-21.17-01 ........... 6/10/13 J-40.37-02 ........... 7/21/17 J-86.10-00 ........... 6/28/18
J-21.20-01 ........... 6/10/13 J-40.38-01 ........... 5/20/13 J-90.10-03 ........... 6/28/18
J-22.15-03 ........... 6/21/24 J-40.39-00 ........... 5/20/13 J-90.20-03 ........... 6/28/18
J-22.16-03 ........... 7/10/15 J-40.40-02 ........... 7/31/19 J-90.21-02 ........... 6/28/18
J-22.17-00 ........... 6/21/24 J-45.36-00 ........... 7/21/17 J-90.50-00 ........... 6/28/18
K-70.20-01............. 6/1/16 K-80.32-00 .......... 8/17/21 K-80.35-01 .......... 9/16/20
K-80.10-02........... 9/25/20 K-80.34-00 .......... 8/17/21 K-80.37-01 .......... 9/16/20
L-5.10-02 ............... 6/5/24 L-20.10-03 ........... 7/14/15 L-40.20-02 ........... 6/21/12
L-5.15-00 ............. 9/19/22 L-30.10-02 ........... 6/11/14 L-70.10-01 ........... 5/21/08
L-10.10-02 ........... 6/21/12 L-40.15-01 ........... 6/16/11 L-70.20-01 ........... 5/21/08
M-1.20-04 ........... 9/25/20 M-9.60-00 ........... 2/10/09 M-24.66-00 ......... 7/11/17
M-1.40-03 ........... 9/25/20 M-11.10-04 ........... 8/2/22 M-40.10-04 ....... 10/17/23
M-1.60-03 ........... 9/25/20 M-12.10-04 ......... 6/28/24 M-40.20-00 ....... 10/12/07
M-1.80-03 ............. 6/3/11 M-15.10-02 ......... 7/17/23 M-40.30-01 ......... 7/11/17
M-2.20-03 ........... 7/10/15 M-17.10-02 ........... 7/3/08 M-40.40-00 ......... 9/20/07
M-2.21-00 ........... 7/10/15 M-20.10-04 ........... 8/2/22 M-40.50-00 ......... 9/20/07
M-3.10-04 ........... 9/25/20 M-20.20-02 ......... 4/20/15 M-40.60-00 ......... 9/20/07
M-3.20-04 ............. 8/2/22 M-20.30-05 ......... 6/28/24 M-60.10-01 ........... 6/3/11
M-3.30-04 ........... 9/25/20 M-20.40-03 ......... 6/24/14 M-60.20-03 ......... 8/17/21
M-3.40-04 ........... 9/25/20 M-20.50-02 ........... 6/3/11 M-65.10-03 ......... 8/17/21
M-3.50-03 ........... 9/25/20 M-24.20-02 ......... 4/20/15 M-80.10-01 ........... 6/3/11
M-5.10-03 ........... 9/25/20 M-24.40-02 ......... 4/20/15 M-80.20-00 ......... 6/10/08
M-7.50-01 ........... 1/30/07 M-24.60-04 ......... 6/24/14 M-80.30-00 ......... 6/10/08
M-9.50-02 ........... 6/24/14 M-24.65-00 ......... 7/11/17
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
APPENDIX A. PREVAILING HOURLY MINIMUM WAGE RATES
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
1 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
2 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
3 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
4 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
5 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
6 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
7 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
8 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
9 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
10 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
11 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
12 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
13 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
14 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
15 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
16 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
17 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
18 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
19 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
20 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
21 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
22 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
23 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
24 of 60 2/11/2025, 2:27 PM
Journey Level Wages https://secure.lni.wa.gov/wagelookup/rates/journey-level-rates
25 of 60 2/11/2025, 2:27 PM
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Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
1 | Page
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
2 | Page
Overtime Codes Continued
1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
3 | Page
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
4 | Page
Overtime Codes Continued
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
5 | Page
Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
S. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work
performed in excess of (10) hours shall be paid at one and one half (1-1/2) times the hourly rate of pay. On Monday
through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and
one-half (1-1/2) times the straight time rate, (except for special shifts or multiple shift operations).
All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed
on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without
at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
Multiple Shift Operations: When the first shift of a multiple shift (a two or three shift) operation is started at the basic
straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate. Special
Shifts: The Special Shift Premium is the basic hourly rate of pay plus $2.00 an hour. When due to conditions beyond
the control of the employer or when an owner (not acting as the contractor), a government agency or the contract
specifications require more than four (4) hours of a special shift can only be performed outside the normal 6am to 6pm
shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee
works on a special shift, they shall be paid the special shift premium for each hour worked unless they are in overtime
or double-time status. (For example, the special shift premium does not waive the overtime requirements for work
performed on Saturday or Sunday).
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
6 | Page
Overtime Codes Continued
4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
Al l work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an e mployee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Overtime Codes Continued
11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00
am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage.
D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and
the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
7 | Page
Overtime Codes Continued
11. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8)
hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid
at double the hourly rate of wage.
G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of nine (9) hours or more. When an employee
returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period.
H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of ten (10) hours or more. When an employee
returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period.
J. All hours worked on holidays shall be paid at double the hourly rate of wage.
K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two (2) hours after eight (8)
hours worked shall be paid at one and one-half times the hourly rate. All hours worked over 10 hours per day
Monday through Friday, and all hours worked on Saturdays, Sundays, and Holidays worked shall be paid at double
the hourly rate of wage.
L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar ($2.00) per hour for all
hours worked that shift. All hours worked on holidays shall be paid at one and one-half times the hourly rate of
wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
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Overtime Codes Continued
11. M. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2)
times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of a multiple
shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day's operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to
6:00 pm, then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable.
The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight (8) hours
work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten shifts.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours,
and all work performed on holidays shall be paid at double the straight time rate of pay.
Shift Pay Premium: In an addition to any overtime already required, all hours worked between the hours of 6:00 pm
and 5:00 am shall receive an additional two dollars ($2.00) per hour.
N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at
double the straight time rate.
Any time worked over eight (8) hours on Saturday shall be paid double the straight time rate, except employees
assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on
Saturday over 10 hours.
O. All work performed on Saturdays, Sundays, and Holidays shall be paid at one and one half (1-1/2) times the straight
time rate of pay.
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Overtime Codes Continued
11. P. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established
and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate.
Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2)
times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of multiple
shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day’s operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications require that work can only be performed outside the regular day shift of 5:00 a.m. to
6:00 p.m., then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable.
The starting time of work will be arranged to fit such conditions of work. Such shifts shall consist of eight (8) hours
work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten -hour shifts.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double
(2x) the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Q. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 35% over the hourly rate of wage. Work performed on Sundays shall be paid at double time. All hours
worked on holidays shall be paid at double the hourly rate of wage.
R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm, and all hours after eight (8) hours worked
shall be paid at one and one-half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at
double the hourly rate of wage.
When a holiday falls on a Saturday, the Friday before shall be the observed holiday. When a holiday falls on a
Sunday, the following Monday shall be the observed holiday.
S. The first ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the
event the job is down due to weather conditions, or other conditions beyond the control of the Employer, then
Saturday may be worked at the straight time rate, for the first eight (8) hours, or the first ten (10) hours when a four
day ten hour workweek has been established.
All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
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11. T. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions
outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of
pay.
All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two
(2) times the straight time rate of pay.
U. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions
outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of
pay.
All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two
(2) times the straight time rate of pay.
If, due to conditions beyond the control of the Employer or when contract specifications require that work can only
be performed outside the regular day shift, then a Special Shift may be worked, Monday through Friday, at the
straight-time rate. The starting time of work for the Special Shift will be arranged to fit such conditions of work.
Such Special Shift shall consist of eight (8) hours of work for eight (8) hours of pay or ten (10) hours of work for
ten(10) hours of pay on a four-ten workday schedule.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
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11 | Page
Holiday Codes Continued
5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
Holiday Codes Continued
6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating
Holiday (10).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
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Holiday Codes Continued
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
Holiday Codes Continued
7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
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Holiday Codes Continued
7. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence
Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, Christmas Eve, and Christmas Day (9). Any holiday which falls on a Saturday
shall be observed as a holiday on the preceding Friday. Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday.
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14 | Page
Holiday Codes Continued
15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday
shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding
Friday shall be a regular work day.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a
regular work day.
M. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed
as a holiday on the following Monday.
O. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, the day before Christmas day, and Christmas
Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
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Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
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Note Codes Continued
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
Note Codes Continued
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
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Note Codes Continued
9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
H. One (1) person crew shall consist of a Party Chief. (Total Station or similar one (1) person survey system). Two (2)
person survey party shall consist of a least a Party Chief and a Chain Person. Three (3) person survey party shall
consist of at least a Party Chief, an Instrument Person, and a Chain Person.
Benefit Code Key – Effective 3/5/2025 thru 8/30/2025
18 | Page
9. I. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet.
Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over
220 feet. Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
Employees may be required to perform any combination of work within the Diving team/crew, (with the exception
of dive Supervisor) provided they are paid at the highest rate at which he/she has worked for the shift.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
APPENDIX B. CITY OF RENTON STANDARD PLANS
NOfE2 X3/8 -R X 5/8"D DUMMY JOINT
I I
I I
3/8- PREMOLDED JOINT FILLER (TYP) I
F V— 5 _
PLAN VIEW
FACEOF
FRAME
A GRATECURBI_S FRANE60RATE
6 1/2"
IL•
13"
51 2" 1• (
I.OB')
FRAMEANDGRATE-NOTndwosa
1/2" R. 1' jR MATCHROADWAY Iry DDRB AND DUTIERSID rlEh1
SLOPE
TOP OFI
1R2EOE69
ROADWAY
D'
D D D
D.. D.'.' ADJUSTMENT SECTION -NOTINCLUDED
D' e' INCURSANDOUTIERSIDIIEM
CATCH RUN -NOTDICL DED
D •'••' - INCURSANDOUTTERSIDREM
SECTION O
GENERAL NOTES:
1. The Intent of this design Is to facilitate the removal'
of a catch basin with minimal disturbance
of the curb
x .i-
2. The expansion joints of the - i .
I. adjacentsidawalkshall
be adjusted to be In
line with these curb
expansion joints. j I sI
SEE NOTE2
CEMENTCONCREIE
CURS AND ODTTER
I
ISO 2IC VIEW
CEMENT CONCRETE CURB
SM. PLAN — IMA
PUBLIC WORKS PRO D: INSTALLATION AT
DEPARTMENT
CATCH BASINS ADA
FACE OF CURB
6 112' '
1/2" R. 1" R.
1:24
t
TOP OF
112" R. ROADWAY
I
V
ED
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1f2"--
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
112" R. ROADWAY
1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
w '
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R. 1"R. SIDEWALK RAMP
VARIES
OR LANDING
FROM !
6"TOO S
s"
T
318" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
6 112" '
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL THIS SHEET
114
TOP OF
1/2" R. ROADWAY
2"
i
T
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1 P2' R.
FACE OF ADJACENT CURB I
GUTTER SURFACE
u
6 112" 1"
1' R.
FACE OF CURB
1" R.
8 114"
1" R.
CEMENT CONCRETE
i TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
TOP OF
ROADWAY
STD. PLAN — 101
a PUBLIC WORKS
CEMENT CONCRETE CURBSDEPARTMENT
NOTES'
1. Not used.
2. All ramp and landing edges shall be separately formed.
Utilities structures that must remain are to be made non -slip or non-skid.
4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the
Pedestrian Circulation Route,
5. Drainage appurtenances, such as manholes, catch basins, eic. shall not be located in the PAR. These should be located
in the street or the buffer strip.
6. Accessible pedestrian access shall be provided for during construction.
PUBLIC IVORKr I UTILITY PLACEMENT IN
AN ) DEPAR?6!E\! CEMENT CONCRETE SIDEWALK
STD. PLAN — L02.1
Gregg Lmmerman, PuGlk Warts Adminbvator
s RAISED EDGE DETAIL 1 a sI DEWALK
LEVEL 1r2' F•J7 O $IOEWAL3(TRANSVERSE 1'-0" 1' - 0"
11r R J01NTS TO INCLUDE RASED EDGE
318• (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLEON
RDUt DING 2.0%1 tr2" (IN) R. (TYP.]
FOR CURB pETA[LS
r , SEE STD PLAN 101
er ' y r. STING ROADWAY
CRUSHED ROCK BrLS
SEE RAISED EDGE I
SIDEWALK DETAIL - THIS SHE LTYPICALUNDER CRUSHEOSURFACING TOP COURSE (CSTC) ALL
CUT SIDEWALK
OMPACT TO 957, MODIFILU PROCTOR MIN.
O
SLOPESWITH RAISED EDGE UNLESS REOUTREMENT WAIVED BY ENGINEER)
TYPICAL. UNDER ALL CURB, V2" (
tN) R. (TYP.) GUTTER S SIDEWALK, CSTC UNDER 2' '
v
FOR
CURB DETAILS CURB S GUTTER TO BE S THICKNESS CR LS%
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK dH " ,•
i!' BASE,
WHICHEVER IS GREATER (1YP. FOR ALL
CURB b GUTTER). FINISHED
GRADE 1"(IN)BELOW 1fn2' 0• SIDEWALK TOPOF
CONCRETE SURFACE ADJACENT
TO CURB MIN 1,
m 1 0• ROU
DING R. (
TYR) FOR
CURB DETAILS 1,
5% SEE STD PLAN 101 o
a
t
s
Fr• • BRI
DGE OR PEDESTRIAN RAILING
ADJACENT
TO CURB FOR
CURB CURSDETAILS WRIER -
SEE SIDEWALK SEE $TD PLAN 101. STEEP
FILL SLOPES) CONTRACT
PLANS WALL OR BARRIER I
772' (IN) R. (TYP.) J
I
SIDEWALK FLUSH'
1.
5% t
1rz• M R. VERTICAL
WALL - -- ' -. . - -- \Vr
ti..f . •. SEE
DETAIL 318• (
IN) PREMOLDED JOINT
FILLER ADJACENT
TO CURB AND RAILING OR WALL a (IN) PREMOLDED
JOINT
FILLER FOR
SIDE BUFFER
STR1P TREATMENTSIDEWALKSIDEWALK ADJACENT TO WALL DETAIL SEE
HER (SEE NOTE 10) SIDEWALK/
12• (
IN) R. SECTIONS1 (
TYP ) FOR
v
1.5% SEE STD PLAN 10.S
1.
SX MIN. SEE STD PLAN 101 r 4`\\
f
GROOMED FINISH OR
MATCH E)(iST1NG e
4' M/IDE, SMOOTH Go
TROWELED PERIMETER FINISHED
GRADE t• (IN) BELOW TOP OF CONCRETE SURFACE
FOR PLANTING -FLUSH IF PAVED T
CONCRETE CEMENTCONCRETECURB CURB ADJACENT
TO BUFFER STRIP 0 CURB FOR
CURB DETAILS D•
SEE STD PLAN 101 r
5, z
1r8'TD 114' NOTES
1.
Four feet of the sidewalk width shall be
the minimum pedestrian CONTRACTION
JOINT • . Al
yam.
aocessibTe
route (aut) free of vertical IN
RAG .'
andhorizontalobstructions. Gratings, FULL -
DEPTH EXPANSION JO NT IN BOTH h1' AccessCovers, Junction Boxes, CURB
AND SIDEWALK (SEE STD PLAN mi.1) CableVaults, Pull Boxes and other appurtenances
within the sidewalk ` s'F 3W C CONTRACTION JOINT must
be flush with surface, and match grade
of the sidewalk. JOINT AND FINISH DETAIL
2.
Monolithic Cement Concrete Curb and + Sidewalk
is not permitted in new For other referenced NOTES see , construction.
When replacement work STD PLAN 104.2, R ••
necessitates
a Monolithic Cement PREMOLAE
ConcreteCurbbuildperWSDOTJOINTFILLERStandardPlanF-30.10-03. Paved surfaces must comply With STD
PLAN 102.1 as applicable. E FULL -DEPTH 3.
Concrete to 6e 4,000 PSI. EXPANSION
JOINT fthk
SM PLAN - 109 PUBLIC
WORKS CEMENT CONCRETE PPRQ •
ED: DEPARTMENT
SIDEWALK T ljZ_It]ra#'YA 104/ +7
r
r
EXISTING ASPHF
PAVEMENT
SAWCUT
SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Closs B)
SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
SM. PLAN - 109
PUBLIC WORKS CURB AND GUTTER PPRO D:
DEPARTMENT REPLACEMENT DETAIL ii,, Z
N CO ATE
PATCHED AREA
i
A q
COVER
COVER PER STD PLAN 401
SEE NOTE 9)
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER P L A N
PATCHING
NTS
OUTSIDE DIAMETER OF
SEE NOTE 9) ADJUSTMENT RING AND x SEE NOTE 2
X
gOTTOM OF FRAME
t----
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(1).
SECTION A-A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT(MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8"OF THE USE OF SHIMS IS PROHIBITED.
HMA CLASS"PG 64-22(OR TO A DEPTH THAT S 2"BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER)OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR.MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X=1'-0"MIN.TO 2'-6"MAX.-PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
j PUBLIC WORKS
TY'CAL CONSTRUCTION A ROVED:
al' DEPARTMENT AND ADJUSTMENT OF
flMANNOLERISER3
e o r>tor DA E
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10 LEFT TURN CHANNELIZATION
M-3.20 LEFT-TURN CHANNELIZATION REDUCED TAPERS
M-3.30 LEFT-TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40 TWO-WAY LEFT-TURN AND MEDIAN CHANNELIZATION
M-3.50 DOUBLE LEFT TURN CHANNELIZATION
M-5.10 RIGHT TURN CHANNELIZATION
M-9.50 BICYCLE LANE SYMBOL LAYOUT
M-9.60 SHARED - USE PATH MARKINGS
M-11.10 RAILROAD CROSSING LAYOUT
M-12.10 ROUNDABOUT PAVEMENT MARKINGS
M-20.10 LONGITUDINAL MARKING PATTERNS
M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS ~ TURN LANES
M-20.20 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS
M-24.60 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON
THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON
CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL
WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL.
SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 50° F.
DocuSign Envelope ID: FFA9ADCA-D050-445F-B750-15F9271FC791
4/4/2024 | 4:24 PM PDT
VARIES: 4.5' MIN.
LANE LINE
MARKING SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
5EE NOTE 2) EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN. MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95 MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD 5PECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0
FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95
PASSING A #4 SIEVE AND LESS THAN 5 PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTWG PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL " PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL " PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS TNAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRNEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH
S"PD. PLAN - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1'R ;1;D
DEPARTMENT
RIGID PAVEMENT WITH OVERLAY
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB
7/30/2018 | 4:09 PM PDT
FRAME AND VANED GRATE
ADJUSTMENT SECTION
NOTES:
1.THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3.
2.SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3.A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4.ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 12 BOND.
5.BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6.MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7.PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8.MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
BASE SECTION
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION
CATCH BASIN INSTALLATION
STD. PLAN - 202.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
1.THIS FRAME IS DESIGNED TO ACCOMMODATE 20" × 24" GRATES OR COVERS,SEE
STANDARD PLANS 204.10, 204.20, 204.30, AND 204.40.2.
BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS,
UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME
THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.THE
FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING
TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-
DOWN HOLES VARIES BY MANUFACTURER.3.
REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS.
GRATE
FRAME
SEE
NOTE 2 RECESSED
ALLEN HEAD
CAP SCREW 5/
8" - 11 NC x 2"SECTION
A DETAIL
TOP
ISOMETRIC
VIEW BOLT-
DOWN HOLE (TYP.) ~ 5/8",11
NC, SEE DETAIL AND NOTE 2 29
1/4"25
1/4"SECTION
BOLT-DOWN DETAIL 24
1/4"SEE
DETAIL 3/
4"4
1/2"1
5/8"2
1/2"1
5/8"1
1/4"3/
4"7/
8"1/
8"ARECTANGULAR
FRAME STD.
PLAN - 204.00 PUBLIC
WORKS DEPARTMENT
APPROVED:
DATEGregg
ZimmermanPublic
Works Administrator UNLESS
OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)DocuSign
Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/
28/2018 | 9:45 AM PDT
NOTES:
ISOMETRIC
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
DIRECTION OF FLOW
24"
7 OR 8 EQUAL SPACES
1 5/8" MAX.
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR VANED GRATE
STD. PLAN - 204.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
1.CONDITIONS OF USE
1.1.SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2.SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2.DESIGN AND INSTALLATION SPECIFICATIONS
2.1.THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
2.2.STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3.WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4.IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5.FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3.MAINTENANCE STANDARDS
3.1.ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2.IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3.IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4.SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5.IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
NOTES:
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT
POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
2' MIN.
12" MIN.
4"x4" MIN. TRENCH
BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
6' MAX.
POST SPACING MAY BE INCREASED
TO 8' IF WIRE BACKING IS USED
AOS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)0.02 SEC-1 MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)70% MIN.
SILT FENCE
STD. PLAN - 214.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
SECTION VIEW
ISOMETRIC VIEW
DRAINAGE GRATE TRIM
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN)RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
1.PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2.INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3.THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8.ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
5" MAX.
CATCH BASIN INSERT
STD. PLAN - 216.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
FLEXIBLE PIPE NOTES:
1.PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2.HAND TAMP UNDER HAUNCHES.
3.DIRECTLY OVER PIPE, HAND TAMP ONLY.
4.SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5.PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-03.17.
SEE NOTE 4,
LIMIT OF PIPE ZONE
6"
O.D.
6"
FOUNDATION
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 5
FLEXIBLE PIPE
PIPE TYPE
MINIMUM
COVER (FT)PUBLIC?PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
LINE CORRUGATED POLYETHYLENE
PIPE (LCPE)
2.0 YES YES YES
CORRUGATED POLYETHYLENE PIPE
CPE) - TRIPLE WALL
2.0 YES YES YES
POLYVINYL CHLORIDE PIPE (PVC)3.0 YES YES YES
SOLID WALL HIGH DENSITY
POLYETHYLENE PIPE (HDPE)
2.0 YES YES YES
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"12"
30" TO 96"DIAMETER / 3
102" TO 180"48"
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
PIPE ZONE BEDDING AND
COMPACTION - FLEXIBLE PIPE
STD. PLAN - 220.10
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
12" MIN.
6" MIN. , SEE NOTE 4
EXISTING PAVEMENT SURFACE
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
PIPE
NEAT LINE TRENCH
UNPAVED AREAS PAVED AREAS
SEE NOTE 1
NOTES:
1.SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2.EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3.MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4.IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
TYPICAL TRENCH AND BACKFILL
STD. PLAN - 220.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
SURFACE WATER STANDARD PLAN
NOTES (1 OF 2)
STD. PLAN - 267.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEMartinPastucha
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND
220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN
204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE:
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
DocuSign Envelope ID: 3B1B34D3-7E0A-476C-ADB3-4329FFE0C108
8/13/2020 | 8:48 AM PDT
SURFACE WATER STANDARD PLAN
NOTES (2 OF 2)
STD. PLAN - 267.10
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEMartinPastucha
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
SURFACE WATER STANDARD PLAN NOTES:
DocuSign Envelope ID: 3B1B34D3-7E0A-476C-ADB3-4329FFE0C108
8/13/2020 | 8:48 AM PDT
EROSION AND SEDIMENT CONTROL
STANDARD PLAN NOTES
STD. PLAN - 268.00
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN.
12" MAX
FINISH GRADE
z ¢ TOUCHREAD WATER
METER TO BE
o 0 SUPPLIED BY THE
12 z Q bj
36" MIN COVER N 7 CITY >
TYPE "
K" SOFT c 0
22-1/2°
COPPER TUBING V u
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
Z_LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
AA
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7F—"—T;
2-1/2" MIN. FROM NEAREST
FAND FRONT EDGE OF PIT LID
71
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
ZY
Oer< PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN — 320.1
DEPARTMENT
N,yp NOVEMBER 2009
J I IN UNIMPROVED RIGHT OF JfWAYINSTALLMETERBOXAT
PROPERTY LINE WITH 12"
w LONG COPPER TAILPIECE, w
aI SIDEWALK
m
z ¢ TOUCHREAD WATER
METER TO BE
o 0 SUPPLIED BY THE
12 z Q bj
36" MIN COVER N 7 CITY >
TYPE "
K" SOFT c 0
22-1/2°
COPPER TUBING V u
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
Z_LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
AA
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7F—"—T;
2-1/2" MIN. FROM NEAREST
FAND FRONT EDGE OF PIT LID
71
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
ZY
Oer< PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN — 320.1
DEPARTMENT
N,yp NOVEMBER 2009
i.-•=.-vm.,,,^J..,-.a;e-m r'.'.+—!^-^-+rrc-^vn3-x_._.. r ,.fie. ,_.3`-+F.r-,.,..._,.e,-„......
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MAILBOX PLACEMENT. SECTIONS
eNeOx S101 1,1A OR] (TYPU
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i us ua ua ' ua ua
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NOTES:
1. An mfu.hble platform may be used In Ocu of Cha platform design shown on
Rtis nlan. Adjustable platforms must fit Ue bracket design drown on gds plan.
required. required. seeeresulted for all single post inslellalfons. Field adtag may be
2. A Type 2 support is requlmd when 2 of more mares em to be Installed on
one support A meKimum of 6 mailboxes may be installed on a Type 2 suppartSeeStd. Spec. 932.7.
3. Attach as crews r box to a steeligsstwhit two 170 Muller Clem stated
lag both m
aFie
7refnlholesinspf box
mai n the Newspaperepamorotlwmust• M& affiM beyond the tramof the
4. rng of mallson mounting holes varies among manufa haves. AttachmentoMemailboxtogreWatlortnmayrequiredMingadddionalholesthroughthe
mallbai to at the platform
S. Comer the maiDox on the plaUpm to ensure apace far Ne msExar door.to
open and to albw spam far Igshging the fostoem.
S. A Socket endSnoring system may be 6ubsgWteci M fieu of me =IL
twist Dlate assemb for single steel posts shown on this plan. The socket and
wedge anchoring system shag meet NCHRP 360 cash teat afteria. Anb-teht
replatesanot mqu tar wood post insfagatans.
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ET+ovamaE,s `
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o+ . LASTDATE 05(09!2002.
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TYPE 1 S TYPE 2 _ -,-
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ET+ovamaE,s `
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eT CITY.OF.RENTON' r--
O oT STANDARD PIANS - • .`
o+ . LASTDATE 05(09!2002.
SP PAGE=HO29
City of Renton
Contract Provisions for
Cedar Ave Sidewalk
______________________________________________________________________________
APPENDIX C. WSDOT STANDARD PLANS
....1
....1 w c c
::::i
z
0:: w
L1..
FACE OF CURB VARIES 12" TO 24"
VARIES
10" TO 22"
(SEE CONTRACT)
FACE OF CURB
1/2" (IN) R.
FACE OF CURB
1" (IN) R. /:1_ '2: \"h ~tci~~ ROADWAY Co/ I ~2" (IN) ROADWAY
I> .•
~· . I>·~ :r .. , .. '~
, • 1' -:.' • • .I ~ I.
6 1/2"
1/2" (IN) R.
FACE OF CURB
FLUSH WITH GUTTER PAN AT CURB 0 RAMP ENTRANCE -1/2" (IN) VERTICAL
LIP AT DRIVEWAY ENTRANCE
DUA~FACEDCEMENTCONCRETE
TRAFFIC CURB AND GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
DEPRESSED CURB SECTION
AT CURB RAMPS AND
DRIVEWAY ENTRANCES
b
' .....
~-
3/8" (IN) PREMOLDED JOINT FILLER
(WHEN ADJACENT TO CEMENT
CONCRETE SIDEWALK)
CEMENT CONCRETE PEDESTRIAN CURB
1/2" (IN) R.
VARIES FROM t . 6" (IN) TO 0" (IN) •
6" I>
.____....____,
CEMENT CONCRETE
CURB RAMP, LANDING,
OR DRIVEWAY
ENTRANCE
I> .•
~-
3/8" (IN) PREMOLDED
JOINT FILLER
CEMENT CONCRETE PEDESTRIAN CURB
AT CURB RAMPS, LANDINGS,
AND DRIVEWAY ENTRANCES
NOTE
1. See Standard Plan F-30.1 0 for Curb Expansion and
Contraction Joint spacing and see Standard
Specification Sections 8-04 and 9-04 for
additional requirements.
FACE OF CURB FACE OF CURB
1" (IN) R.
DUAL-FACED CEMENT
CONCRETE TRAFFIC CURB
ROADWAY
FACE OF CURB
CEMENT CONCRETE
TRAFFIC CURB
ROADWAY
1/2" (IN) R.
I> .•
"'" ~ . . . .
I> .•
MOUNTABLE CEMENT
CONCRETE TRAFFIC CURB
ROADWAY
CEMENT CONCRETE CURBS
STANDARD PLAN F-10.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7
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*PIQMRK (EXI
(EXI
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