HomeMy WebLinkAboutDW Excavating - Columbia East Forcemain 17003CONTRACT DOCUMENTS
COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
VOLUME 1 of 2
PROJECT NO. 17003
EDA NO. 07-01-07483
COPY____
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 4
Project No. 17003, EDA No. 07-01-07483 Page 1
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 4
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
PROJECT NO. 17003
EDA No. 07-01-07483
FEBRUARY 17, 2021
Addendum No. 4 Acknowledgment Page
This addendum includes:
1 – 8½” x 11” Acknowledgment Page
1 – Bid Date – No Extension
2 – Bidder Questions and Answers
4 Total Pages
**************************************************************************************************
NOTICE is hereby given that this acknowledgment page must be signed and enclosed
with the sealed bid for the 17003 COLUMBIA EAST FORCEMAIN IMPROVEMENTS,
EDA No. 07-01-07483 as evidence that the bidder has familiarized themselves with all
information incorporated herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
Company Name
Name (Please Print) Title
Signature
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 4
Project No. 17003, EDA No. 07-01-07483 Page 2
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
The Bid Opening Schedule is NOT EXTENDED.
Bids are due on:
FRIDAY, FEBRUARY 19, 2021, AT 2:00 PM
This addendum will be sent through the City of Pasco Plan Room Only.
It can be accessed at www.cityofpascoplanroom.com
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 4
Project No. 17003, EDA No. 07-01-07483 Page 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Bidder Questions and Answers:
Questions from Contractors are provided below with the City’s response in Bold.
1. Along the corridor of the twin single forcemains on N. Capitol and the amended corridor
along Foster Wells, is it the intent of the contract to pay for hot mix asphalt in areas
depicted as “Asphalt Roadway Restoration”?
Response: New hot mix asphalt required for road restoration after pavement
removal will be paid under the bid item “HMA Cl. 1/2 PG 64-22” for areas indicated
in the hatching for “Asphalt Roadway Restoration” and areas shown as “Asphalt
Removal and Replacement” areas.
2. Along the same corridors in Question 1, is it the intent of the contract in the areas
depicted as “Asphalt Removal and Replacement” for cost of the removal and
replacement to be incidental to the other items of work?
Response: Removal of the paving for this item is incidental to other items of work
per Specification section 5-04.4. For the new HMA required to be placed after
removal, that will be paid per the response to item 1.
3. Along the corridor of the single forcemains on N. Capitol, can we make the assumption
that the entire road from outside edge of forcemain to outside edge of the other
forcemain will eventually be repaved, either via “Asphalt Roadway Restoration” or
“Asphalt Removal and Replacement”?
Response: Yes. Also note that in some areas, a small ‘orphan’ width of paving
will also be replaced outside of the standard width trench to not leave a small strip
of paving at the existing paving edge. This area is also is shown on the plans in
Addendum #3.
4. On spec page SP-14, in lieu of Addendum #3, does the asphalt removal quantity need to
be adjusted up?
Response: Yes, in Section 2-02 referred to in the question, there will be additional
asphalt pavement removal required beyond that listed on that specification page
as shown on the Drawings issued with Addendum #3.
5. Can the City clarify the authorization of award and agency execution/NTP date?
Response: The City anticipates award of contract at Council Regular meeting on
3/1/2021. Contract documents for Contractor’s signature are typically available
the day after council award. Contractor typically is allowed 10 working days (2
weeks) to return partially signed documents. Internal routing for execution of
contract at the City takes typically 2 to 3 weeks, but all efforts will be made to
expedite this process. A Pre-construction meeting and issuance of NTP will be
coordinated with the contractor after execution of contract.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 4
Project No. 17003, EDA No. 07-01-07483 Page 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
6. What gauge of stainless steel should the stiffeners be for detail 8 on sheet 70?
Response: The pipe stiffeners should be 12 gage stainless steel.
7. Is the city going to be responsible for the materials testing work on the Project?
Response: The Inspection of work is described in section 1-05.6 of the Pasco
Amendments to the standard specifications.
This addendum will be sent through City of Pasco’s Plan Room Only.
Robin Nelson, PE,
Principal Engineer
Maria Serra, PE
CIP Manager
2/17/21
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 1
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 3
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
PROJECT NO. 17003
EDA No. 07-01-07483
FEBRUARY 12, 2021
Addendum No. 3 Acknowledgment Page
This addendum includes:
1 – 8½” x 11” Acknowledgment Page
1 – 8½” x 11” Bid Date Extension
5 – 8½” x 11” Amendments to Contract Documents and Special Provisions
5 – Bidder Questions and Answers
1 – Engineer Certification of Addendum
3 – Replacement proposal pages P-3 through P-5
5 – Section 7-21 Valves for Forcemains
1 – EDA Sign Requirements Graphic
2 – Franklin County Right-of-Way Permit
2 – Replacement Schedule of Prices Excel Spreadsheet (separate file)
13 – 22” x 34” Plan Sheets
39 Total Pages including Attachments and Plan Sheets
**************************************************************************************************
NOTICE is hereby given that this acknowledgment page must be signed and enclosed
with the sealed bid for the 17003 COLUMBIA EAST FORCEMAIN IMPROVEMENTS,
EDA No. 07-01-07483 as evidence that the bidder has familiarized themselves with all
information incorporated herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
Company Name
Name (Please Print) Title
Signature
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 2
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
The Bid Opening Schedule is EXTENDED.
Bids are now due on:
FRIDAY, FEBRUARY 19, 2021, AT 2:00 PM
This addendum will be sent through the City of Pasco Plan Room Only.
It can be accessed at www.cityofpascoplanroom.com
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
VOLUME 1: CONTRACT DOCUMENTS AND SPECIFICATIONS
Item 1: Information for Bidders, page IB-7
BID SCHEDULES:
Replace the paragraph with the following:
The proposal contains two (2) bid schedules. The determination of the low bid will be based on
the total of Schedule A.
Item 2: Bid Proposal
Replace the bid proposal pages P-3 through P-4 with the attached Excel spreadsheet Schedule
of Prices pages P-3 through P-4 attached to this addendum. This proposal replaces all
previously issued proposals. The basis of award will be based on the total for Schedule A , not
including Schedule B Additive bid. All bids will be submitted electronically and are to include the
Excel Bid Schedules. It is the Contractor’s responsibility to verify that the information in the Bid
Proposal accurately reflects the Contractor’s Bid. Contractors must submit the most up-to-date
bid proposal provided and issued via Addendum No. 3.
Replace the bid proposal page P-5 with the attached revised signature page which includes the
new construction schedule and project completion timeline.
Item 3: Division 2
2-02.3(5) Removal and/or Resetting of Miscellaneous Items
Add the following paragraph to Section 2-02.3(5):
Private Improvements
The Contractor will be required to temporarily remove and relocate private improvements
(landscaping, irrigation sprinklers, fences, etc.) as required to conduct construction
activities and after completion, reinstall private improvements. The Contractor is
responsible for coordinating with property owners to identify improvements required to
be removed by property owner ahead of construction. The location of these reinstalled
improvements will be coordinated during construction. Payment for this work is included
in some specific bid items and also in section 1-07 for property restoration. The
Contractor is responsible for locating private improvements installed within the right of
way and identifying them for removal and relocation in advance of construction, and all
coordinating with private land owners.
Item 4: Division 2
2-09.1 Description
At the end of the second paragraph of this section, add the sentence
Controlled Density Fill Material (also CLSM) shall be as specified in section 2-09.3(1)E
of the Standard Specifications.”
Item 5: Division 2
2-09.3(1) General Requirements:
Add the following sentence to the end of the Preparatory Work paragraph:
To determine the location of private utilities, the Contractor shall coordinate locates on
private properties
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Item 6: Division 2
2-09.4 Measurement
Add the following paragraph to this section:
“Shoring and Trench Safety” for Schedule B – Additive Bid shall be per lump sum. Work
includes all shoring as necessary for excavation at all 10 sites for plug valve and
appurtenance installation as shown on the Drawings.
Item 7: Division 2
2-09.6 Payment
Add the following bid item to this section:
Shoring and Trench Safety Lump Sum
The lump sum price for “Shoring and Trench Safety” shall be considered full payment for all
Work, labor, materials, and equipment necessary to furnish, install, and remove shoring and
cribbing for all excavation, backfill, compaction and other work required when extra
excavation is used in lieu of shoring and cribbing for compliance with WISHA requirements.
Item 8: Division 4
4-04.3(5) Shaping and Compaction:
Delete the last line in this section regarding the 300’ of open trench before paving.
Item 9: Division 4
4-04.3(8) Weather Limitations:
Delete the last line in the second paragraph of this section regarding the 300’ of open trench
before paving.
Item 10: Division 5
5-04.3(4)C Pavement Repair:
Delete the fourth sentence of the first paragraph regarding removal of more paved surface than
can be finished in a shift.
The second paragraph is revised to read:
Restoration of asphalt within roadways shall be performed prior to 5:00 PM on each Friday
during construction, weather permitting.
Item 11: Division 7
7-20.3(2) Trench Excavation:
The first paragraph is revised to read:
Clearing and grubbing where required shall be performed within the easement or public
right-of-way as permitted by the city and/or governing agencies, as necessary to construct
improvements. Excess debris resulting from the clearing and grubbing shall be disposed
of by the contractor in accordance with the terms of all applicable permits.
In native restoration areas, the top 4 inches+/- can be removed, stockpiled and reused
as a base for the hydroseed after construction. In areas where crops are actively
farmed (crop circle areas), topsoil is to be removed to a depth of 18-inches and
stockpiled and reinstalled after trench backfill, compaction and pressure testing.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 5
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
The fourth paragraph is revised to read:
Trenching and shoring operations shall be in conformance with Washington Industrial Safety
and Health Administration (WISHA) and Office of Safety and Health Administration (OSHA)
safety standards.
The fifth paragraph is revised to read:
The bottom of the trench shall be finished to grade with hand tools or other methods that
results in uniform foundation support of the pipe to the springline in such a manner
that the pipe will have bearing along the entire length of the barrel.
Item 12: Division 7
7-20.3(3) Bedding the Pipe
The first paragraph is revised to read:
Bedding material shall be as specified on the Drawings and shall conform to section
9--03.9(3) of the Standard Specifications. Native Bedding Material is to be used to the
maximum extent feasible and Crushed Surfacing Top Course is to be used only in areas
where native material is deemed to be unsuitable. If imported Crushed Surfacing Top
Course is needed for bedding material, the material will be paid for under the
“Crushed Surfacing Top Course” bid item. The bedding shall be placed from a
minimum of four (4) inches and max (1) foot below the pipe barrel to the spring line of
the pipe as shown on the Standard Details. Bedding material shall be worked by hand
or other methods such that pipe is not damaged or compressed under, around and
over the pipe to the depths required for the full width of the trench. If sand is used, it
shall be hand compacted around the sides of the pipe to ensure uniform support under
the pipe.
Item 13: Division 7
7-20.3(4) Backfilling the Pipe
The first sentence is revised to read:
Backfilling and surface restoration shall closely follow installation of pipe.
Add the following sentence to the end of the paragraph:
If imported material is required, it will be paid for under the bid item “Removal and
Replacement of Unsuitable Materials.”
Item 14: Division 7
7-20.3(8) Hydrostatic Pressure Test
The fifth sentence of paragraph A is revised to read:
The main shall be tested between valves or at convenient lengths described in an
approved testing plan.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 6
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
In paragraph B, second sentence, delete “all connections have been made and,” so it now
reads:
Tests shall be made after the roadway section is constructed to subgrade.
Paragraph C is replaced with the following:
C. Testing against existing valves shall not be allowed except as approved by the
City.
Item 15: Division 7
7-20.5 Payment:
In the second paragraph, second line, delete the words “plug valve, “
Item 16: Division 7
Because of the plug valve lead time uncertainty, the City is omitting furnishing and installing of
plug valves on the forcemain in the initial construction covered in the Schedule A bid schedule.
The Contractor will still need to provide temporary equipment that provides a method for
pressure testing sections of the forcemains. The new Additive bid schedule (Schedule B)
includes furnishing and cutting in/installing the plug valves and appurtenances at a later date,
anticipated winter 2021.
Item 17: Division 7
Delete Section 7-21 Valves for Forcemains and replace with the revised 7-21 Valves for
Forcemains which is attached to this addendum.
Item 18: Division 8
8-19.1 Description
In the first sentence, delete the following words at the end of the sentence “OMB Number 0610-
0096, Expiration date 11/30/2021” and replace with “below.”
Item 19: Division 8
8-19.2 Materials
Delete Items D. and E.
Add new Item D. as follows:
D. The EDA sign layout, dimensions, etc. shall be per the EDA sign requirement graphic
included in Addendum 3 attachments.
Item 20: Appendix A – Permits:
Insert the issued ROW permit for Franklin County (1 page) behind the Appendix A cover page.
(Attached to this Addendum)
Item 21: Appendix D – Easements:
The City is pursuing select extensions to the temporary easements. The Contractor can
assume for bid purposes that the easements for Craft and Oxarc will be extended to
July 16, 2021.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
VOLUME 2: CONSTRUCTION DRAWINGS
Item 22: Drawings:
Replace Sheets 1, 13, 18, 40, 50, 62, 63, 64, 65, 66, 67, 68, and 70 with new sheets included
with this Addendum.
The major modifications are deleting two (2) air and vacuum valve assemblies, a horizontal
alignment change on sheets 64 through 67, and a vertical alignment change on sheets 63
through 68. The two (2) plug valves associated with the deleted air and vacuum assemblies
were also relocated to sheet 63. A new detail illustrating the concept for the Additive bid item is
added to sheet 70. Modifications to the drawing sheets where future plug valves will be located
are also modified to refer to the new Additive bid item concept. See new drawings for specific
information.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 8
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Pre-Bid Meeting Questions and Answers:
The questions asked at the pre-bid meeting held on February 5, 2021, are listed below, with City
responses shown in bold to follow.
1. There is a low area along the West of the former air-vac valve location on Foster Wells
Road, which does not appear to have been picked up by the pipe profile. Check the project
drawings and confirm if revisions are required.
Response: The alignment has been revised to shift away from sloping shoulder and
into Foster Wells Road. The area of pavement restoration is identified on the plans
and the bid quantities adjusted accordingly. Sheet(s) 64-67 have been revised and
reissued with this addendum.
2. The 300’ maximum open trench length will likely be problematic given the project schedule.
a. Confirm if this applies to the entire length of the forcemain (including the crop
circles), or if it is intended to only apply in areas where the alignment is along a
roadway.
b. Could this requirement be modified or fully eliminated, if provisions were made by the
Contractor to maintain access for businesses?
Response: There will be no maximum open trench length. The trench in the paved
areas is required to be backfilled each day and topped off with gravel but not
paved. Paving is required to be completed by 5:00 PM each Friday that construction
work is occurring. In unpaved areas, the trench is not required to be backfilled each
day but any open trench that is publicly accessible is required to be protected
overnight for public safety. Additional Franklin County requirements are shown on
the issued ROW permit included with this Addendum. The Contractor is responsible
for site safety.
3. Does the pavement repair location provide provision to maintain the roadway crown at all
locations along the alignment?
Response: The pavement repair requires that the grade of the existing roadway be
maintained, including crowns at the center of the roads.
4. Do standard city hours of construction apply or could work in the industrial areas and crop
circles be performed outside of these hours?
Response: City hours of construction apply. Note that the sound ordinances in the
Pasco Municipal code are relevant to work that would cause complaints from
residents in residential districts. For work within Franklin County, Standard City and
Franklin County hours of construction apply.
5. Will the Contractor need to pay for construction water, or will it be provided free of charge by
the City?
Response: Per page IB-1 in the Specifications, the Contractor shall be charged for
water in addition to the other charges outlined on that page per PMC 13.20.080, Tank
Water (https://pasco.municipal.codes/PMC/13.20.080) and PMC 3.35.160, Water Utility
(https://pasco.municipal.codes/PMC/3.35.160).
6. Will the topsoil in the trenching areas within crop circles need to be removed (the top 1’ or
so), then replaced after trenching is complete?
Response: Yes. Remove and reserve the top 18 inches of soil and stockpile.
Replace upon completing trench backfill and compaction.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 9
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
7. What types of traffic control measures will be required (flaggers, etc.)?
Response: Traffic control requirement provisions are provided in the Standard
Specifications with modifications primarily in Section 1-10 on page SP-10 and
Specification Section 1-07.23(1) on Page SS-22. The contractor shall develop a traffic
control plan per the Specifications.
8. How will private utility locates be provided? A Contractor understood there to be a private
sewer line near the Columbia East pumpstation, and anticipated that there are private
water/electrical utilities in the crop circles.
Response: Contractor shall coordinate with utilities to locate on private property.
The information that was provided is shown on the Drawings.
9. Is the Contractor required to pothole some distance ahead of construction?
Response: In Keynote 3 on the Drawings plan and profile sheets, there is a
requirement to pothole 200’ ahead of construction. This is a minimum and the intent
is that the Contractor will pothole sufficiently in advance to avoid any construction
delays and/or slope issues.
10. The Contractors expressed concern regarding the homeowners who have installed
improvements (fences, landscaping, irrigation, etc.) within the right-of-way. The contractor
wanted to know what was going to be done to alert homeowners in these areas (the North
stretch of Capitol, and Foster Wells Road) of the upcoming project and give them adequate
notice to prepare for construction.
Response: The Contractor will be required to temporarily remove and relocate
private improvements (landscaping, irrigation sprinklers, fences, etc.) as required to
conduct construction activities and after completion, reinstall private improvements.
The Contractor is responsible for coordinating with property owners to identify
improvements required to be removed by property owner ahead of construction. The
location of these reinstalled improvements will be coordinated during construction.
Payment for this work is included in some specific bid items and also in section 1-07
for property restoration. The Contractor is responsible for locating private
improvements installed within the right of way and identifying them for removal and
relocation in advance of construction, and all coordinating with private land owners.
Additional Clarifications:
1. What kind of Backing Rings are to be used for connecting to Plug Valves? ,DI, SS
Response: Stainless Steel backing rings are required. Furnishing and installing the
plug valve and appurtenances is now an Additive bid item. See related information
included with this addendum.
2. What type of Flange Gaskets are to be used?
Response: Flange Gaskets are to be Gylon Style 3545 or approved equal consistent
with valve manufacturers’ recommendation.
3. Plan Sheet 69 shows an Infiltration Detail. What plan sheet shows the Infiltration Trenches?
Response: The location of new infiltration trenches is not known and will only be
required if an existing infiltration facility is disturbed. The location will be worked out
in the field between the Contractor and Engineer. The City has completed research
on its records to identify the current locations of infiltration facilities based on City
records (not guaranteed to be accurate).
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 10
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
4. In regard to Detail 2, Plan Sheet 69, can you clarify outlet connection of Air/Vac Valve ? Is
this a Hose connection or to be hard piped outside of Valve?
Response: Per Drawing sheet 69 detail 2, the outlet connection will be hard piped
outside of the vault.
5. Will an Isolation Valve be required at inlet of Air/Vac Valve ?
Response: A 2” gate valve for isolation is shown on the Detail on Drawing sheet 69 to
be located outside of the vault. The other isolation valve (1”) will be provided with the
Air and Vacuum Valve Assembly.
6. Reviewing the Temporary Easements, we noticed that these Easements terminate prior to
the completion of the work.
a. Craft Enterprises, LLC, ends 4/1/21
b. Oxarc, Inc., ends 3/16/21
c. Frank Tiegs, LLC, ends 7/1/21
What does the City plan to do about the termination of these Temporary Easements for
Construction during this project?
Response: The City is in the process of extending the end dates of the Craft and
Oxarc easements. The Bidder can assume for the purpose of bidding that these two
easements will be updated to terminate on July 16, 2021.
7. Per Addendum #1, the City modified the language to Proposal Sheet P-5, does the City plan
to issue a new sheet, since this form is anticipated to be used for submission of Bids?
Would you have us note the change on this sheet, or how would you like us to proceed
marking up the proposal sheets?
Response: A revised proposal page P-5 is included in this addendum. To assist the
City in tabulating bids, Contractors are asked to complete the Excel bid proposal
sheet (pages P-3 and P-4), and submit it for informational purposes along with their
bid.
8. The City has provided Amendments to the Standard Specifications, on sheet SS-6, 1-02.6,
requested the “Bidder shall list all Subcontractors who perform work on the Subcontract
Disclosure Form.” The proposal sheet SD-1 only allows room for the typical required listings
per the State’s Standards; however, the City is Requesting ALL Subcontractors who perform
work, what does the City wish we do about the form provided that we must use for bid
submission not allowing space for other work types, or does the City only Require the
Standard Scopes to be listed? Please clarify.
Response: Additional pages can be attached by the bidder as necessary to describe
the subcontractors required.
9. For the bid package, are we required to turn in a bid online and into the city hall before bid
time?
Response: The bid package must be submitted electronically at
www.cityofpascoplanroom.com. Please refer to Information for Bidders for other
submittals that are required in original form within 48 hours of bid opening.
10. The specs state that we are not allowed to have more than three hundred feet of trench line
open at a time. Also no more than three hundred feet to be unpaved. This will make it very
difficult. Is the city open to allowing more to be open at a time? Or are the intentions to
have the roadway sections paved back every night?
Response: The City will require crushed rock backfill at the surface during each work
week, with permanent paving required at the end of each week by 5:00 PM Friday and
no limit to the amount of open or unpaved trench.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 11
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
11. The pipe bedding spec states to use native to bed the pipe with. However, it says when
native material is not suitable, the contractor is to use CSTC. How will the contractor get
paid for the import of the CSTC?
Response: If imported CSTC is required, it will be paid for under the Crushed
Surfacing Top Course bid item.
12. The removal and replacement of unsuitable material pay item states that it is for all material
deemed unsuitable below the pipe zone bedding when removed in excess of one foot.
Does that mean after a foot below the pipe zone the city will pay for the unsuitables and
everything else is on the contractor?
Response: Yes.
13. The specs also state that bank run gravel for trench backfill will not be measured and will be
considered incidental to force main piping. It also states that native material can be used for
trench backfill. If the material is deemed unsuitable for trench backfill, how will the
contractor get paid for this if it is incidental to the pipe items? Or will the contractor get paid
using the unsuitable pay item if the engineer deems it unsuitable regardless of where the
material is within the trench section?
Response: If the material is deemed unsuitable, the contractor will be paid for the
imported material under bid item 22.
14. Are there any temporary connections that will need to be completed on this project?
Response: No connections to other systems are required as this is a new pipeline,
and the existing portions that have been previously constructed are not in use.
15. Are we required to clear and grub the ROW? If so, will the organics need to be hauled off or
can we reuse them after pipeline installation?
Response: The requirement is to excavate the areas indicated on the drawings with
hatching as necessary for pipe installation/backfill. The top approximately 4” can be
removed, and stockpiled and reinstalled in areas designated for “Surface Restoration
Off Roadway.” The organics generally do not need to be hauled off.
16. Are we required to place topsoil & seed wherever the area gets cleared & grubbed?
Response: Hydroseeding is required in the “Surface Restoration Off Roadway”
restoration areas. Contractor shall use native material for “topsoil” layer under
hydroseed as described in response above. Imported topsoil is not required,
17. Are there any mandatory DBE requirements?
Response: For this project there are Affirmative Action Requirements (Goals). There
is a 5.4% Goal for minority participation for each trade. There is also a 6.9% Goal for
female participation for each trade. This can be found on the ‘NOTICE OF
REQUIREMENTS FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT
OPPORTUNITY (EXECUTIVE ORDER 11246 AND 41 CRF PART 604). This document
is a part of the Proposal portion of the bid documents and can be found before Page
AA/EEO-2.
18. One more set of questions regarding HMA restoration:
a. Detail 1, Plan Sheet 70, Note 3; Temporary Patch shall occur if Permanent Patch
cannot be installed immediately.
b. Special Provisions 5-04.3(4)C states “Restoration of asphalt within roadways shall be
performed prior to 8 AM on each Saturday during construction.”
Is it the intent of the City for the contractor to provide temporary HMA or cold mix asphalt
daily as we progress the pipe for the entire length of the installation in public roadways?
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 12
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Or is it the intent that contractor backfill to the surface with crushed rock, then each Friday,
permanently patch the roadway as noted in the Special Provisions noted above (public
would drive on crushed rock until Friday restoration)?
Response: It is the intent of the City to require crushed rock backfill at the surface for
the week, with permanent paving required at the end of each week by 5:00 PM on
Fridays.
19. Clarification regarding bedding and backfill materials:
a. Section 7-20.3(3), 7-20.3(4) of the Special Conditions and the Geotechnical Report
appear to generally support the likelihood that the native soils will be suitable for
bedding and backfill.
b. Section 7-20.3(3) of the Special Provisions notes that “Native Bedding Material is to
be used to the maximum extent feasible and Crushed Surfacing Top Course is to be
used only in areas where native material is deemed to be unsuitable”.
c. Section 7-20.3(4) states that “If suitable backfill material is not available from
trenching operations, the city may order the placing of backfill conforming to Section
9-03.19 of the Standard Specifications.”
d. Section 7-20.4 of the Special Provisions notes that imported Bank Run Gravel for
Trench Backfill is considered incidental.
These specifications, as written, essentially require the bidders to speculate on the exact
conditions that will be encountered and to what degree the City will determine the native
soils acceptability as bedding or backfill. Thus, requiring the bidder to speculate what the
City might require.
We respectfully request the City to consider adding two additional bid items (Imported Pipe
Bedding and Imported Bank Run Gravel) with a quantity determined by the City. As the
project progresses; if no import is determined needed by the City, no cost to the City is
encountered. If select areas are determined to require imported gravels, the City pays only
for amounts it determines necessary.
Response: No bid items have been added for this purpose. There is a clarification
that if imported CSTC is needed for bedding it will be paid per the unit bid price for
Crushed Surfacing Top Course.
20. Please clarify if this is a Buy America or Buy American project.
Response: The project is federally funded, and the funding imposes the following
restrictions:
Recipients are hereby notified that they are encouraged, to the greatest extent
practicable, to purchase American-made equipment and products with funding
provided under this Award.
City interpretation of this requirement: If American-made equipment and products
exist, and are available within the lead-times required for the project, the Contractor is
to purchase American-made equipment and products.
21. The specs require that soil be hand-tamped around haunches of the pipe, can we clarify
what a standard procedure would be for fused HDPE pipe?
Response: Modifications have been made to some specification sections to clarify.
Other methods may be used with care to provide uniform support around the pipe to
the spring line of the pipe. HDPE is a flexible pipe so subject to compression if care
is not taken.
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 3
Project No. 17003, EDA No. 07-01-07483 Page 13
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
This addendum will be sent through City of Pasco’s Plan Room Only.
Robin Nelson, PE,
Principal Engineer
Maria Serra, PE
CIP Manager
2/12/21
CITY OF PASCO ADDENDUM NO. 3
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
A-1 1-04.4 Minor Changes 1 FA $25,000.00 $25,000.00
A-2 1-05.4 Roadway Survey 1 LS
A-3 1-05.16 Record Drawings (Minimum $5,000) 1 LS
A-4 1-07.15
Spill Prevention, Control and Countermeasures
(SPCC) Plan 1LS
A-5 1-07.17 (2)Resolution of Conflicts with Exisiting Utilities 1 FA $75,000.00 $75,000.00
A-6 1-07.17 (2) Potholing 90 EA
A-7 1-09.7 Mobilization (5% max. bid) 1 LS
A-8 1-10.5 (1) Project Temporary Traffic Control 1 LS
A-9 2-02.5 Removal of Structures and Obstructions 1 LS
A-10 2-09.5
Shoring or Extra Excavation Class B – Single
Forcemains 11,415 LF
A-11 2-09.5
Shoring or Extra Excavation Class B – Dual
Forcemains 19,800 LF
A-12 2-09.5 Controlled Density Fill 200 CY
A-13 4-04.5 Crushed Surfacing Base Course 4,700 TN
A-14 4-04.5 Crushed Surfacing Top Course 1,600 TN
A-15 5-04.5 HMA Cl. 1/2 PG 64-22 5,750 TN
A-16 7-14.5 Resetting Existing Hydrant. Sta 4+36 1 EA
A-17 7-20.5
Single Forcemain HDPE, DR 11, 20-inch Diam.
(IPS) with inside diameter of 16.146 inches –
East, Station 169+00 to 224+72.30
5,700 LF
A-18 7-20.5
Single Forcemain HDPE, DR 11, 20-inch Diam.
(IPS) with inside diameter of 16.146 inches –
West, Station 169+00 to 224+72.30
5,715 LF
A-19 7-20.5
Dual Forcemain HDPE, DR 11, 20-inch Diam.
(IPS) with inside diameter of 16.146 inches –
Station -1+39.39 to 169+00 and 224+72.30 to
250+81.57
19,800 LF
A-20 7-20.5 Connection to Existing PWRF Influent Piping 1 LS
A-21 7-20.5 Connection to Columbia East Pump Station 1 LS
A-22 7-20.5
Removal and Replacement of Unsuitable
Materials 1,000 CY
A-23 7-21.5 Comb. Air Valve Assembly 8 EA
DIVISION 1 GENERAL REQUIREMENTS
DIVISION 2 EARTHWORK
DIVISION 4 BASES
DIVISION 5 SURFACE TREATMENT
SCHEDULE OF PRICES
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
Unit prices for all items, all extensions, and total amount of bid must be shown.
ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID .
BASIS OF AWARD FOR THIS PROJECT IS THE TOTAL OF SCHEDULE A ONLY .
SCHEDULE A - BASE BID SCHEDULE
DIVISION 7 DRAINAGE STRUCTURES, SANITARY SEWERS AND CONDUITS
JANUARY 2021 P – 3 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTSt
CITY OF PASCO ADDENDUM NO. 3
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
A-24 8-01.5 Water Pollution and Erosion Control 1 LS
A-25 8-04.5 Cement Concrete Traffic Curb and Gutter 100 LF
A-26 8-18.5 Mailbox Relocation 3 EA
A-27 8-19.5 EDA Project Sign 1 EA
A-28 8-22.5 Paint Line 11,700 LF
A-29 8-22.8 Plastic Stop Bar 20 LF
A-30 8-26.5 Infiltration Facility Relocation 2 EA
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
B-1 1-09.7 Mobilization (5% max. bid) 1 LS
B-2 2-09.5 Shoring and Trench Safety 1 LS
B-3 7-21.5
Furnish and Install 10 Plug Valves and
Appurtenances 1LS
The Proposal Form, Bid Bond, Non-Collusion Declaration, Subcontract Disclosure, and
Acknowledgement of all Addenda shall be submitted as a complete integral bid package.
SCHEDULE A SUBTOTAL
SALES TAX (8.6%)
SCHEDULE A TOTAL
DIVISION 8 MISCELLANEOUS CONSTRUCTION
SCHEDULE B – ADDITIVE BID SCHEDULE
ADDITIVE BID SUBTOTAL
SALES TAX (8.6%)
ADDITIVE BID TOTAL
JANUARY 2021 P – 4 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTSt
CITY OF PASCO
ADDENDUM NO. 3
JANUARY 2021 SP – 5 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
17003 – COLUMBIA EAST FORCEMAIN IMPROVEMENTS
The undersigned hereby agrees that the CIP Manager for the City of Pasco shall determine the
actual amount of quantities and materials to be paid under the Contract for which this Proposal
is made and that all material furnished and all work performed shall be strictly in accordance
with the plans and specifications.
The undersigned agrees that if awarded the contract, they will commence Schedule A work on
the date indicated on the written Notice to Proceed. This contract requires that the west
forcemain be physically completed, tested, and operational on or before July 2, 2021, or ninety
(90) working days, whichever comes first, and the east forcemain to be completed, and the
remaining work physically completed within an additional forty (40) working days after the initial
ninety (90) working days. The new Additive Bid Schedule B includes furnishing and cutting
in/installing the plug valves and appurtenances at a later date, anticipated winter 2021. This
work, if awarded, will be completed within 120 working days after notice to proceed is provided
for Schedule B work.
The undersigned further agrees to pay as liquidated damages for each consecutive working day
thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal
Construction Section 1-08.9.
The undersigned Bidder hereby certifies that, within the three-year period immediately
preceding the bid solicitation date for this Project, the bidder is not a “willful” violator, as defined
in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by
a final and binding citation and notice of assessment issued by the Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction.
I certify (or declare) under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
Accompanying this Proposal is a certified check, cashier’s check, bid bond, or money order
payable to the City of Pasco being an amount not less than 5% of the total bid based upon the
estimate of quantities at the above prices according to the conditions of the Information for
Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to
execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto
attached, within ten (10) calendar days from the date of notice of award, then the City may, at its
option, determine that the undersigned has abandoned the contract and thereupon this proposal
shall be null and void and the certified check, bid bond, or money order accompanying this
proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the
certified check, cashier’s check, bid bond, or money order accompanying this proposal shall be
returned to the undersigned.
Receipt is hereby acknowledged of addendum(s) No.(s) ______, ______, ______, and ______.
DATED AT THIS DAY OF , 2021.
SIGNED: TITLE:
PRINTED NAME:
NAME OF COMPANY:
ADDRESS:
TELEPHONE:
STATE CONTRACTOR’S LICENSE NO.:
CITY OF PASCO DIVISION 7
ADDENDUM NO. 3 DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
7-21 VALVES FOR FORCEMAINS
(Special Provision) New
7-21.1 Description
The Work covered in the Schedule A consists of installing air valves on industrial sewer
forcemains in accordance with the plans and these specifications.
Due to long lead times, the plug (isolation) valves will not be installed with the Schedule A.
If the Work associated with the Additive Bid Schedule B is awarded with this contract, the
plug valves and appurtenances will be installed after physical completion of the force main.
An additive bid schedule is provided for furnishing an installing the plug valve and
appurtenances. The work included in the additive bid schedule includes separate bid items
for Mobilization and Trench Safety Systems related to the plug valve installations in addition
to the “Furnish and Install 10 Plug Valves and Appurtenances”. Once plug valves and other
required materials are available to the Contractor, the Contractor shall have 30 working days
to complete the installation, including restoration.
7-21.2 Materials
7-21.2(1) Plug Valves
A. Scope
This specification is intended to cover the design, manufacture, and testing for the 20
inch plug valves identified on the contract plans and consistent with the following
specifications.
B. Standards, Approvals and Verifications
The valve manufacturer shall have ISO 9001 certification
C. Design
1. Plug Valves shall be a rectangular ported eccentric plug valve with port area of
not less than 80% of pipe area, compliant to AWWA C517 and equipped with top
and bottom grit seals, adjustable packing, and stainless steel fasteners. The
plug valve shall be suitable for pumped media that contains high concentrations
of abrasive suspended solids and low pH at working pressures greater than
150 psi.
2. Valves greater than 14 inches shall be suitable for flanged connection compliant
with ANSI B16.1, Class 125.
3. Provided with adjustable packing that allows for maintenance and replacement of
the packing without removal of the actuator from the valve.
4. Provided with Stainless Steel bearings T316.
5. Body shall be ductile iron ASTM A536, Grade 65-45-12 and fusion bonded epoxy
coated inside and out. The coating shall be between 6 – 8 mils in thickness in
accordance with NSF/ANSI 61 approved fusion bonded epoxy.
6. Plug shall be of one-piece construction and made of ASTM A536 Grade 65-45-
12 ductile iron and fully encapsulated with resilient facing per ASTM D2000-BG
and ANSI/AWWA C517 requirements.
7. Plug seat shall be equipped with stainless steel seat ring and stainless steel plug
seat.
CITY OF PASCO DIVISION 7
ADDENDUM NO. 3 DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
8. Plug valve shall be installed with the seat end towards the pump station or
against the direction of flow.
D. Actuator
1. Plug valve shall be equipped with totally enclosed and sealed worm gear
actuator. Worm gear shall be ASTM A536 Grade 65-45-12 ductile iron and
suitable for buried service.
2. Valve shall be installed with the actuator shaft horizontal and the actuator nut
turned upwards and the extension stem shall turn freely.
3. Exposed worm shafts shall be stainless steel.
4. Equipped with 2 inch square operating nut suitable for extended “T” handles
E. Manufacturer
1. Suggested Manufacturers or “approved equal”
a. Val-Matic Series 5800HP
b. Crispin/K-Flo 900 series
c. J & S Valves Series 4800
2. Plug Valve manufacturer shall demonstrate a minimum of ten (10) years’
experience in the manufacture of plug valves.
3. All plug valves shall be accompanied by a written Five (5) year warranty.
F. Testing
1. Working pressures shall range from 1.5 psi to 105 psi.
2. All valves supplied under this section shall be hydraulically tested to a minimum
pressure of 1.5 times working pressure or 150 psi. Valves which are not tested
to a minimum pressure of 150 psi shall not be considered equal or acceptable.
G. Valve Box.
All valves shall have a standard cast iron valve box and be set to grade. If valves
are not set in paved area, a three-foot by three-foot by four-inch concrete pad shall
be set around each valve box at finished grade. In areas where valve box falls in
road shoulder, the ditch and shoulder shall be graded before placing asphalt or
concrete pad. Valve Box Lid shall be labeled “Forcemain” and the notches to
accommodate the valve box lid in the box are to be aligned parallel with the pipe
below it in order to show the direction of the pipe.
H. Valve Marker Post.
Valve marker posts shall be four-inch by four-inch reinforced concrete or schedule 40
steel posts 5 feet long stamped with “FM” and distance to valve. Post shall be
painted with one base coat and two coats blue oil-base enamel and installed back of
curb and gutter or 10 feet from edge of travelled lane.
I. Gaskets.
Gaskets shall be Grylon Style 3545 or approved equal or approved equal as
recommended by Valve Manufacturer.
CITY OF PASCO DIVISION 7
ADDENDUM NO. 3 DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
J. HDPE Flanged Couplings and SS backing rings.
HDPE Flanged 20” IPS HDPE DR 11 by Plain End fittings shall be provided for
connections with Plug Valves. Bolt pattern shall be consistent with Class 125
flanges. Stainless Steel Backing Rings shall also be provided with the flanged
fittings. Fittings shall be a minimum of 2 feet long.
K. 316 Stainless Steel Stiffeners for HDPE pipe for use with Romac Couplings
316 Stainless Steel Stiffeners for 20” IPS SDR 11 HDPE pipe shall be provided
consistent with the recommendations of the HDPE pipe manufacturer and Coupling
Supplier for Romac Couplings.
L. Romac Couplings.
Couplings to join the existing force main to the new plug valve assembly shall be 20”
ROMAC 501 couplings as recommended to join HDPE to HDPE pipe.
7-21.2(2) Combination Air Valves for Wastewater
A. Scope
1. This specification is intended to cover the design, manufacture, and testing of 2
in through 8 in. Combination Wastewater Air Valves for working pressures up to
150 psig designed specifically for use in sewage applications.
2. Combination Air Valves shall be float operated valves designed to release
accumulated air or gas from a piping system while the system is in operation and
under pressure. In addition the valves shall discharge large quantities of air
during pipe filling operations and intake large quantities of air during pipe draining
and water column separation.
B. Standards, Approvals and Verification
The valve manufacturer shall have ISO 9001 and ISO 14001 & OHAS 18001
certifications.
C. Design
1. The valve body shall be conical in shape to maintain maximum air gap between
the wastewater and the sealing mechanism. Wastewater shall not come in
contact with the sealing mechanism at any time during normal operation at the
valve’s working pressure. The valve shall have a single float design. The float
shall be located in the main body of the valve. The valve shall be designed to
ensure a drip tight sealing at back pressure as low as 1.5 psi.
2. A spring cushioned joint between the sealing mechanism and float/stainless steel
rod assembly shall perform without jamming or allowing air escape under
vibrations or float bouncing related to the turbulence from pump start and stop or
flow fluctuations. High velocity air will not shut the valve.
3. The resilient seal shall provide smooth positive opening, closing, and leak free
sealing over the range of pressures 1.5 psi and higher, that the system will
experience including static system pressure.
4. The valve shall have 1 inch ball valve connected to the lower valve body to
relieve internal pressure for cleaning and for use in flushing the valve, furnished
with the valve assembly.
CITY OF PASCO DIVISION 7
ADDENDUM NO. 3 DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
5. The valve shall have a funnel shaped lower body to automatically drain
wastewater and other debris from the valve.
6. The working pressure shall range from 1.5 to 105 psi and the valve shall be
tested to 150 psi. Air valves which are not rated for minimum sealing pressure of
1.5 psi or less and maximum working pressure of 150 psi shall not be considered
equal or acceptable. The maximum working temperature shall be 140°F with
maximum intermittent temperatures of up to 194°F.
7. The valve shall have an optional Non-Slam (NS) or anti surge device which can
be connected to the discharge of the air valve to throttle the air discharge to
prevent surge or hammer during a vacuum or water column separation event.
8. The valves shall be designed and tested in accordance to AWWA C512-15
9. The float shall operate in concert with a spring/lever guided seal design that
creates the closure of the valve preventing water from escaping the valve at
system operation under pressure of 1.5 psig and higher, while being able to
automatically adjust its position to allow for controlled intermittent air release.
Valves that do not incorporate this seal solution shall not be considered equal or
acceptable. Valve designs that do not intentionally allow for intermittent release
of air during operation shall not be considered equal or acceptable.
D. Materials
1. The body, lower flange, drainage cover shall be constructed of ductile iron
ASTMA536 60-40-18 and provided with a fusion bonded epoxy coating per DIN
30677-2 or equal.
2. The float shall be constructed of polypropylene and shall have a minimum
clearance of 1” from each side wall to prevent blockage of the float.
3. All inner metal hardware shall be 316 stainless steel. The sealing disc shall be
E.P.D.M. All O-rings shall be of BUNA-N with pressure ratings equivalent to the
overall working pressure of the valve.
E. Testing
1. All valves supplied under this section shall be hydraulically tested to a minimum
pressure of 150 psi. Valves which are not tested to a minimum pressure of 150
psi shall not be considered equal or acceptable.
F. Manufacturer
1. All valve manufacturers shall have a minimum of ten (10) years’ experience in
manufacturing air valves for water and waste water applications.
2. All air valves shall be accompanied by a written One (1) year warranty for epoxy
coated ductile iron.
3. All combination air valves shall be model ARI D26 as manufactured by ARI or
approved equal.
4. All valves shall be installed in accordance with the manufacturers’
recommendations and the installation shall include an isolation valve for control
and valve maintenance.
CITY OF PASCO DIVISION 7
ADDENDUM NO. 3 DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
7-21.3 Construction Requirements
All valves shall be installed in accordance with Standard Specification section 7-12.3.
7-21.4 Measurement
Section 7-22.4 is supplemented with the following:
Schedule B – Additive Bid Schedule bid item for “Furnishing and Installing 10 Plug
Valves and Appurtenances” per Lump Sum includes but is not limited to excavation to
expose the existing Wastewater Force Main in each of ten (10) locations shown on the
drawings, cutting into the HDPE piping, furnishing HDPE flanged x plain end fittings and
backing rings, gaskets, Romac Couplings and stainless steel stiffeners. “Furnishing and
Installing 10 Plug Valves and Appurtenances” shall also include the bedding, native
backfill, compaction, and surface restoration, valve extensions where required, valve box
installation and valve marker post.
Combination Air Valve Assembly shall be measured per each valve and assembly
installed.
7-21.5 Payment
Section 7-22.5 is revised with the following section:
Furnish and Install 10 Plug Valves and
Appurtenances Lump Sum
Comb. Air Valve Assembly Each
The Lump Sum price for “Furnish and Install 10 Plug Valves and Appurtenances” shall be
full compensation for the valves and other materials described related to the installation
complete, tested, installed with all materials, tools, labor and equipment necessary for
construction. The Contractor is reminded that specifically included in, but not limited to, the
unit prices for Plug Valve are all costs for the furnishing and placing of all materials shown
on the plans for these assemblies including HDPE flanged fittings, gaskets, Romac
Couplings, cutting the existing HDPE pipe, bedding modifications to provide uniform support
for the pipe and valve assembly, backfill with native material per other sections of this
specification and surface restoration per the details on the Drawings for different types of
restoration. The bid item also includes sawcutting the existing pavement where present to
provide a minimum size excavation sufficient to perform the work and to provide a T-patch
per City requirements.. The price also includes valve extensions where required, valve
boxes, valve markers, and painting valve markers.
The unit price per each for Comb. Air Valve Assembly shall be full compensation for the
valves complete, tested, installed with all materials, tools, labor and equipment necessary
for construction. The Contractor is reminded that specifically included in, but not limited to,
the unit prices for Comb. Air Valve Assembly are all costs for the furnishing and placing of all
materials shown on the plans for these assemblies: valve extensions where required, valve
boxes, valve markers, and painting valve markers.
PWWPPCPPGRIMMWAY
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14
PLAN AND PROFILE 3 13
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
MATCHLINE - SEE SHEET 12
MATCHLINE - SEE SHEET 14GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
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MATCHLINE STA. 29+00MATCHLINE STA. 33+00Profile - (64) (1) (2) (2) (2) (2) (2) (2) (2) (1)
19
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PLAN AND PROFILE 8 18
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811MATCHLINE - SEE SHEET 17MAT
C
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S
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KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
CDNR
KINGS CORNER
PROPERTIES
MATCHLINE STA. 124+20MATCHLINE STA. 127+20Profile - (32)
39
40
41
PLAN AND PROFILE 30 40
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
MATCHLINE - SEE SHEET 41 MATCHLINE - SEE SHEET 39GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
MATCHLINE STA. 166+20MATCHLINE STA. 170+80Profile - (49)
KATHERINE,
ASHLEY MILLER
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49
50
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PLAN AND PROFILE 40 50
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 51MATCHLINE, SEE SHEET 49LEGEND
MATCHLINE STA. 221+40MATCHLINE STA. 225+20Profile - (61)PPPPCOX, HAROLDS
RICHARDSON,
MARK D,
SHANNON K
BLASDEL FAMILY
LLC
COX
FAMILY
LAND LLC
N CAPITOL AVE
E FOSTER WELLS RD61
62
63
PLAN AND PROFILE 52 62
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Kirkland, WA 98033
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FORCEMAIN - PROFILE
FORCEMAIN - PLAN
MATCHLINE, SEE SH
E
E
T
63
MATCHLINE, SEE SHEET 61LEGEND
RICHARDSON,RICHARDSON,
MARK D,
SHANNON K
JONES, TODD P;
COLLETTE,
LINDSEY A
BLASDEL FAMILY
LLC
BLASDEL FAMILY
LLC
E FOSTER WELLS RD
MATCHLINE STA. 225+20MATCHLINE STA. 229+80Profile - (62)
62
63 64
An Engineering Services Company
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PLAN AND PROFILE 53 63
18424
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 64MATCHLINE, SEE SHEET 62LEGEND
MATCHLINE STA. 229+80MATCHLINE STA. 234+40Profile - (63)
RICKMAN,
ROBERT L &
JENNIFER L
BLASDEL FAMILY
LLC
E FOSTER WELLS RD
63 64 65
PLAN AND PROFILE 54 64
18424
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11255 Kirkland Way, Suite 300
Kirkland, WA 98033
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......................................................
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FORCEMAIN - PLANMATCHLINE, SEE SHEET 65MATCHLINE, SEE SHEET 63LEGEND
MATCHLINE STA. 234+40MATCHLINE STA. 239+00Profile - (64)
THANKSGIVING
LTD PRTNRSHP
BLASDEL FAMILY
LLC
THANKSGIVING
LTD PRTNRSHP
E FOSTER WELLS RD
64 65 66
PLAN AND PROFILE 55 65
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
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......................................................
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MATCHLINE STA. 239+00MATCHLINE STA. 243+60Profile - (65)
THANKSGIVING
LTD PRTNRSHP
BLASDEL FAMILY
LLC
SCHMIDLI, MAURICE
& EREANI
E FOSTER WELLS RD
65 66 67
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FORCEMAIN - PLANMATCHLINE, SEE SHEET 67MATCHLINE, SEE SHEET 65LEGEND
MATCHLINE STA. 243+60MATCHLINE STA. 248+20Profile - (66)
BLASDEL FAMILY
LLC
SCHMIDLI, MAURICE
& EREANI
TIPPETT, TIM &
MARLENE
BLASDEL FAMILY
LLC SCHMIDLI, MAURICE& EREANIE FOSTER WELLS RD
66 67 68
PLAN AND PROFILE 57 67
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MATCHLINE STA. 248+20Profile - (67)
BLASDEL FAMILY
LLC
TIPPETT, TIM &
MARLENE
TIPPETT, TIM &
BLASDEL FAMILY
GAMACHE
E FOSTER WELLS RD
67 68
PLAN AND PROFILE 58 68
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R/W LINEHYDRANT - PAINTED OSHA
SAFETY YELLOW
5" STORZ ADAPTER WITH
CAP PER SPECIFICATIONS
COMPACTED BACK FILL
TO 95% (ASTM D698)
PLACE MINIMUM OF 2 C.F.
OF 2" MINUS DRAIN ROCK
FILTER FABRIC
SEPARATING DRAIN ROCK
AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4"
WEEP HOLE, DO
NOT COVER WITH
CONCRETE BASE
6" PIPE, ROMAC GRIP
RINGS AT ALL JOINTS
6" GATE VALVE MJxFL
BOLT TO TEE OR
TAPPING SLEEVE
WATER MAIN
THRUST BLOCK PER DWG. NO. W-8
VARIABLE
SEE NOTE 2
VALVE BOX EXTENSION
SEE DWG. NO. W-4TYPICAL CURB
AND GUTTER
VALVE BOX PER
DWG. NO. W-4
TYPICAL SIDEWALK
SEE NOTE 5
12"
HYDRANT PLACEMENT
WITHIN CITY R/W OR
WITHIN UTILITY
EASEMENT
24"
MAX.
3' - 6" MIN.
3-6" DIAMETER AROUND
HYDRANT MUST BE LEVEL
EXCAVATION LIMITS
2"-8" ABOVE ADJACENT
GROUND ELEVATION
ROMAC GRIP RING
MJ ACCESSORY KIT
ROMAC GRIP RING
MJ ACCESSORY KIT
NOTES:
1.HYDRANTS SHALL BE PER THE SPECIFICATIONS.
2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS).
3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL.
4.HYDRANTS SHALL FACE THE STREET UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE
INSULATION)
6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN
WRITING BY THE CITY ENGINEER. NOT TO BE USED IN
NEW INSTALLATIONS.
7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12.
8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN.
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COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 2
Project No. 17003, EDA No. 07-01-07483 Page 1
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 2
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
PROJECT NO. 17003
EDA No. 07-01-07483
JANUARY 29, 2021
Addendum No. 2 Acknowledgment Page
This addendum includes:
1 – 8½” x 11” Acknowledgment Page
1 – 8½” x 11” Amendments to Contract Documents and Special Provisions
20 – 8½” x 11” Modifications to Appendix D – Easements
22– Total Pages
*************************************************************************************************
* NOTICE is hereby given that this acknowledgment page must be signed and
enclosed with the sealed bid for the 17003 COLUMBIA EAST FORCEMAIN
IMPROVEMENTS, EDA No. 07-01-07483 as evidence that the bidder has familiarized
themselves with all information incorporated herein.
Do NOT include the entire contents of
this Addendum in your bid submission.
Only this signed acknowledgment page is required.
Company Name
Name (Please Print) Title
Signature
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 2
Project No. 17003, EDA No. 07-01-07483 Page 2
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
VOLUME 1: CONTRACT DOCUMENTS AND SPECIFICATIONS
Item 1: INFORMATION FOR BIDDERS
A NON-MANDATORY PRE-BID MEETING (site visit) for this project will be held on Friday,
February 5, 2021, at 9:00 a.m. beginning at the Columbia East Pump Station located at
801 N. Commercial Drive, Pasco, WA, and driving to public portions of the forcemain
route. Representatives of the City will be available to discuss the project, address questions,
and conduct a site visit with potential bidders and subcontractors. If deemed appropriate,
questions that cannot be addressed by direct reference to the bidding documents will be the
subject of an addendum issued to all plan holders.
Due to Governor Jay Inslee’s proclamation No. 20-25, City of Pasco buildings remain closed to
the public. This meeting will take place outdoors only, and no access will be granted to the
inside of City of Pasco facilities. Additionally, while onsite, the attendees will need to implement
social distancing measures by keeping no less than 6’ between participants at all times, and
masks shall be worn at all times, per Governor Jay Inslee’s Proclamation 20-25. Transportation
of any kind will not be provided by the City.
Item 2: Appendix D – Easements:
Replace list of easements with attached sheet (1 page) and add an additional Easement issued
for Department of Natural Resources property access as described therein (19 pages).
This addendum will be sent through City of Pasco’s Plan Room Only.
Laurie Fulton, PE,
Principal Engineer
Maria Serra, PE
CIP Manager
1/29/2021
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX D
EASEMENTS
GRANTOR PARCEL #
TEMPORARY CONSTRUCTION EASEMENTS
Craft Enterprises LLC 113-510-093
Oxarc, Inc. 113-510-092
Frank Tiegs, LLC 113-510-091
PERMANENT EASEMENTS
Dept. of Natural Resources 113-210-016
Craft Enterprises LLC 113-510-093
Oxarc, Inc. 113-510-092
Frank Tiegs, LLC 113-510-091
Cittagazze, LLC 113-510-088
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 1
Project No. 17003, EDA No. 07-01-07483 Page 1
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 1
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
PROJECT NO. 17003
EDA No. 07-01-07483
JANUARY 19, 2021
Addendum No. 1 Acknowledgement Page
This addendum includes:
1 – 8½” x 11” Acknowledgement Page
2 – 8½” x 11” Amendments to Contract Documents and Special Provisions
2 – Replacement Schedule of Prices
8 – Replacement Division 9
2 – 22” x 34” Plan Sheets
15 Total Pages including Attachments and Plan Sheets
**************************************************************************************************
NOTICE is hereby given that this acknowledgement page must be signed and
enclosed with the sealed bid for the 17003 COLUMBIA EAST FORCEMAIN
IMPROVEMENTS, EDA No. 07-01-07483 as evidence that the bidder has familiarized
themselves with all information incorporated herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
Company Name
Name (Please Print) Title
Signature
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 1
Project No. 17003, EDA No. 07-01-07483 Page 2
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
VOLUME 1: CONTRACT DOCUMENTS AND SPECIFICATIONS
Item 1: Invitation for Bids
Revise the fourth line of the fourth paragraph to read “. . . an additional forty (40) working days
after the initial ninety (90) working days.”
Item 2: Schedule of Prices:
Replace the Schedule of Prices, pages P-3 through P-4, with new pages P-3 through P-4
attached.
Item 3: Proposal, Page P-5
Volume 1, Proposal, page P-5, second paragraph, fifth line (east forcemain time allotment),
replace the second sentence with the following:
“This contract requires that the west forcemain be physically completed, tested, and operational
on or before July 2, 2021, or ninety (90) working days, whichever comes first, and the east
forcemain to be completed, and the remaining work physically completed, within an additional
forty (40) working days after the initial ninety (90) working days.
Item 4: Special Provisions, Section 1-05.16, Page SP-6
Section 1-05.16 Record Drawings, Page SP-6 –
Delete the last paragraph in the section and replace with:
“The Contractor must bid at least the minimum bid amount listed.”
Item 5: Special Provisions, Section 1-08.9, Page SP-10
Section 1-08.9 Liquidated Damages, Page SP-10 –
Delete the last sentence and replace with the following language:
“An additional forty (40) days beyond the initial contract time is allowed for completion of the
east forcemain work. Liquidated damages in the amount of $1,600 dollars per day beyond the
40 additional days will be assessed for each day that the east forcemain is not physically
complete, tested, and operational.”
Item 6: Special Provisions, Section 1-09.7, Page SP-10
Add the following Section 1-09.7 after section 1-09.6, page SP-10, as shown below:
1-09.7 Mobilization
The lump sum amount bid for Mobilization shall not be greater than five (5) percent of the total
of the other bid items including sales tax.
Item 7: Special Provisions, Section 7-20, Page SP-35
Section 7-20.4 Measurement, Page SP-35, delete the first paragraph and the table following the
paragraph and replace with the following:
“Single Forcemain HDPE, DR 11, 20-inch Outside Diameter (IPS) shall be measured as the
lineal feet of completed installation measured along the invert and will include the length
through elbows, tees, and fittings. Each Single Forcemain will be measured separately for
payment, as they have slightly different alignments and thus do not have identical lengths.
Dual Forcemain HDPE, DR 11, 20-inch Outside Diameter (IPS) shall be measured as the
lineal feet of completed installation measured along the invert and will include the length
through elbows, tees, and fittings. The Dual Forcemain will include two forcemains in the
COLUMBIA EAST FORCEMAIN IMPROVEMENTS Addendum No. 1
Project No. 17003, EDA No. 07-01-07483 Page 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
bid item length measured, for example,100 LF of measured Dual Forcemain will contain 200
LF of HDPE piping, as 2 pipes are contained in the Dual Forcemain bid item as illustrated in
the detail on the Contract Drawings.
See the following table for stationing that clarifies the limits of Single and Dual Forcemain
bid items. Trench Excavation, Haul, and Disposal for the pipe trench will not be measured
for payment. Such excavation shall be included in the price bid per linear foot for pipe.
Forcemain pipe testing and inspection will not be measured for payment and all testing shall
be included in the cost for these bid items.”
Bid Item Lengths:
Single/Dual
Begin
Stationing
End
Stationing
Length
(LF)
Single FM - East 169+00 224+72.30 5,560
Single FM West 169+00 224+72.30 5,575
Dual FM 1+39.39 169+00 17,065
Dual FM 224+72.3 250+81.57 2,615
Item 8: Special Provisions, Division 9, Pages SP-55 through SP-62
Replace Division 9, Pages SP-55-SP-62 with new Division 9, Pages SP-55 through SP-62,
attached to this addendum.
VOLUME 2: CONSTRUCTION DRAWINGS
Replacement plan sheets 12 and 62 are included with this addendum.
Item 9: Volume 2 Construction Drawings, Sheet 12
Sheet 12 of 71, Plan and Profile 2:
Sewer crossing annotation added (previously omitted)
Item 10: Volume 2 Construction Drawings, Sheet 62
Sheet 62 of 71, Plan and Profile 52:
Removed conflicting keynote on signage, fixed error in survey label for SSMH Rim.
This addendum will be sent through City of Pasco’s Plan Room Only.
Maria Serra, PE
CIP Manager
Robin Nelson, PE
Principal Engineer
CITY OF PASCO ADDENDUM NO. 1
JANUARY 2021 P – 3 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
SCHEDULE OF PRICES
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
Unit prices for all items, all extensions, and total amount of bid must be shown.
ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID.
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
DIVISION 1 GENERAL REQUIREMENTS
1 1-04.4 Minor Changes 1 FA $25,000.00 $25,000.00
2 1-05.4 Roadway Surveying 1 LS
3 1-05.16 Record Drawings (Minimum $5,000) 1 LS
4 1-07.15 Spill Prevention, Control and
Countermeasures (SPCC) Plan 1 LS
5 1-07.17 Resolution of Conflicts with Existing
Utilities 1 FA $75,000.00 $75,000.00
6 1-07.17 Potholing 90 EA
7 1-09.7 Mobilization (Maximum 5%) 1 LS
8 1-10.5 Project Temporary Traffic Control 1 LS
DIVISION 2 EARTHWORK
9 2-02.5 Removal of Structures and Obstructions 1 LS
10 2-09.5 Shoring or Extra Excavation Class B –
Single Forcemains 11,415 LF
11 2-09.5 Shoring or Extra Excavation Class B –
Dual Forcemains 19,800 LF
12 2-09.5 Controlled Density Fill 200 CY
DIVISION 4 BASES
13 4-04.5 Crushed Surfacing Base Course 4,200 TN
14 4-04.5 Crushed Surfacing Top Course 1,300 TN
DIVISION 5 SURFACE TREATMENT
15 5-04.5 HMA Cl. 1/2 PG 64-22 5,300 TN
DIVISION 7 DRAINAGE STRUCTURES, SANITARY SEWERS AND CONDUITS
16 7-14.5 Resetting Existing Hydrant. Sta 4+36 1 EA
17 7-20.5
Single Forcemain HDPE, DR 11,
20-inch Diam. (IPS) with inside diameter
of 16.146 inches – East, Station 169+00
to 224+72.30
5,700 LF
CITY OF PASCO ADDENDUM NO. 1
JANUARY 2021 P – 4 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
18 7-20.5
Single Forcemain HDPE, DR 11,
20-inch Diam. (IPS) with inside diameter
of 16.146 inches – West, Station
169+00 to 224+72.30
5,715 LF
19 7-20.5
Dual Forcemain HDPE, DR 11, 20-inch
Diam. (IPS) with inside diameter of
16.146 inches – Station -1+39.39 to
169+00 and 224+72.30 to 250+81.57
19,800 LF
20 7-20.5 Connection to Existing PWRF Influent
Piping 1 LS
21 7-20.5 Connection to Columbia East Pump
Station 1 LS
22 7-20.5 Removal and Replacement of
Unsuitable Materials 1,000 CY
23 7-21.5 Plug Valve 10 EA
24 7-21.5 Comb. Air Valve Assembly 10 EA
DIVISION 8 MISCELLANEOUS CONSTRUCTION
25 8-01.5 Water Pollution and Erosion Control 1 LS
26 8-04.5 Cement Concrete Traffic Curb and
Gutter 100 LF
27 8-18.5 Mailbox Relocation 3 EA
28 8-19.5 EDA Project Sign 1 EA
29 8-22.5 Paint Line 10,000 LF
30 8-22.5 Plastic Stop Bar 20 LF
31 8-26.5 Infiltration Facility Relocation 2 EA
SUBTOTAL $
SALES TAX (8.6%) $
TOTAL $
The Proposal Form, Bid Bond, Non-collusion Declaration, Subcontract Disclosure, and
Acknowledgement of all Addenda shall be submitted as a complete integral bid package.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 55 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 9
MATERIALS
9-05 DRAINAGE STRUCTURES AND CULVERTS
9-05.23 High-Density Polyethylene (HDPE) Pipe
(Special Provision) Supplement
Section 9-05.23 is supplemented with the following:
9-05.23(1) High Density Polyethylene Pipe (HDPE)
A. PE4710 pipe and fitting material (compound):
1. PE4710 material (compound) shall conform to material requirements
specified in [AWWA C906 or ASTM D3261] as applicable for the pipe or
fitting. PE4710 material (compound) shall meet the requirements of ASTM
D3350 and shall meet or exceed a cell classification of 445574 per ASTM
D3350.
2. PE4710 material (compound) shall have a hydrostatic design stress (HDS)
rating for water at 73°F (23°C) of not less than 1000 psi that shall be listed in
PPI TR-4 in the name of the pipe manufacturer.
3. PE4710 material (compound) shall have a hydrostatic design basis (HDB)
rating at 140°F (60°C) of not less than 1000 psi that shall be listed in PPI TR-
4 in the name of the pipe manufacturer.
4. PE4710 pipe and fitting material (compound) in PE4710 pipe and fittings shall
contain color and ultraviolet (UV) stabilizer meeting the requirements of Code
C or E per ASTM D3350. Code C material shall contain 2 to 3 percent
carbon black to provide indefinite protection against UV degradation when
material from the pipe is tested in accordance with ASTM D1603 or ASTM
D4218. Code E material used for coextruded OD color stripes or a
coextruded ID color layer shall contain sufficient UV stabilizer to protect the
pipe against UV degradation for at least 24 months of unprotected outdoor
exposure. Coextruded color PE compound material shall be PE4710 pipe
material compound, varying only by color and UV stabilizer.
5. Clean rework materials derived from pipe production by the same
manufacturer are acceptable as part of a blend with new material for the
production of new pipe provided that the rework material is the same PE4710
material designation as the new material (compound) to which it is added.
Finished products containing rework material shall meet the requirements this
specification.
B. PE4710 pipe and butt fusion fittings shall have plain ends for butt fusion.
C. PE4710 pipe
1. Nominal straight lengths of 3 inch and larger pipe shall be 40 ft. or 50 ft.
2. Nominal coil lengths of 4-inch and smaller pipe shall be 500 ft. Longer or
shorter coils such as 800 ft for 4-inch pipe, 1000 ft for 3-inch pipe, or 2000 ft
for 2 inch or smaller pipe shall be acceptable. Pipe shall be black.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 56 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Coextruded lavender or purple stripes or a coextruded lavender or purple
layer shall be an acceptable option.
3. Pipe shall be permanently marked using heated indent printing in accordance
with [ASTM D3035] as applicable for the pipe size including:
a. Nominal size and sizing system, e.g., IPS or DIOD
b. DR or SDR
c. Standard Designation, [AWWA C906], material designation, and pressure
rating or pressure class for water at 73°F.
4. Marking the Standard Designation on the pipe shall serve as the
manufacturer’s certification that the pipe has been manufactured, sampled
and tested and has been found to comply with the requirements of the
standard.
5. The ASTM D3035 or ASTM F714 pipe pressure rating for water at 73°F shall
be “PE4710 PRXXX” where XXX = pressure rating in psi.
6. The AWWA C901 pipe pressure class for water at 73°F shall be “PE4710
PCXXX” where XXX = pressure class in psi.
7. The AWWA C906 pipe pressure class for water at 73°F shall be “PE3408
PCXXX” where XXX = pressure class in psi. Per AWWA C906, PE3408
marking and PE3408 PCXXX is required. Pipe may be manufactured using
PE4710 material (compound) that is listed in PPI TR-4 as meeting PE3408
requirements.
a. Extrusion production-record code
b. Manufacturer’s Trademark or trade name
9-05.23(2) Fittings
A. PE4710 Fittings
1. PE4710 butt fusion, saddle fusion, electrofusion and fabricated fittings shall
be manufactured from PE4710 material (compound) in accordance with this
specification.
2. PE4710 fittings shall comply with ASTM D3261 for molded butt fusion and
saddle fusion fittings, flange adapters and MJ adapters, or shall comply with
[AWWA C906] for fabricated butt fusion fittings, or shall comply with ASTM
F1055 for electrofusion fittings.
3. PE4710 fittings shall comply with the marking requirements of ASTM D3261
for molded butt and saddle fusion fittings, flange adapters and MJ adapters or
shall comply with the marking requirements of [AWWA C906] for fabricated
butt fusion fittings, or shall comply with the marking requirements of ASTM
F1055 for electrofusion fittings.
4. PE4710 fittings shall have pressure class ratings not less than the pressure
class rating of the pipe to which they are joined. (This clause may be omitted
for non-pressure service.)
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 57 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
B. Fusion Joints
1. Unless otherwise specified, PE4710 pipe and fittings shall be assembled in
the field with butt fusion, saddle fusion or electrofusion joints. ASTM F2620
and the pipe manufacturer’s recommended procedure (WL Plastics WL101)
shall be observed for butt fusion and saddle fusion joints. ASTM F1290 and
the electrofusion fitting manufacturer’s recommended joining procedure shall
be observed for electrofusion joints.
2. Field butt fusion, saddle fusion and electrofusion joints shall be made by
Fusion Technicians that are qualified in accordance with this specification to
make the specific fusion joint type.
3. Field fusion joints shall be recorded and documented in accordance with this
specification.
C. Connections and Fittings for Pressure Applications
1. Connections shall be defined in conjunction with the linking of project piping,
as well as the tie-ins to other piping systems.
2. Mechanical Fittings
a. Acceptable mechanical fittings for use with PE4710 pipe and fittings shall
be mechanical fittings that are qualified by the mechanical fitting
manufacturer for use with HDPE pipe and fittings.
b. Mechanical fittings for use with HDPE pipe shall provide restraint against
longitudinal separation that is inherent to the design of the joint.
Mechanical joints that do not provide restraint against pull-out or push-off
are prohibited.
c. Mechanical connections to non-HDPE devices and appurtenances shall
be by bolted flange adapter or MJ adapter. Flange adapter and MJ
adapter connections shall be assembled, installed and tightened in
accordance with flange adapter or MJ adapter manufacturer’s
instructions. Flange bolt tightening shall be in accordance with
PPI TN 38.
3. Gasketed, Push-On Fittings
a. Gasketed push-on fittings shall be fitted with external mechanical
restraints that span across the joint and are assembled in accordance
with restraint manufacturer’s instructions.
i. Thrust blocking does not provide acceptable restraint and is
prohibited.
ii. Where plain-end PE4710 pipe is assembled with push-on fittings, the
PE4710 pipe end shall be fitted with electrofusion restraints so that
external mechanical restraint may be secured to the PE4710 pipe.
b. Where PE4710 pipe is connected to gasketed mechanical joint fittings or
appurtenances, the connection shall be made by butt fusing a PE4710 MJ
Adapter to the PE4710 pipe and connecting the PE4710 MJ Adapter to
the mechanical joint fitting or appurtenance.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 58 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
4. Sleeve-Type Couplings
a. Sleeve-type mechanical couplings shall be manufactured for use with
HDPE pipe, and shall be restrained as indicated on the drawings and in
these specifications. Unrestrained sleeve-type couplings are prohibited.
5. Expansion and Flexible Couplings
a. Expansion-type mechanical couplings are prohibited.
6. Connection Hardware
a. Bolts and nuts for buried service shall be made of non-corrosive, high-
strength, low-alloy steel having the characteristics specified in
ANSI/AWWA C111/A21.11, regardless of any other protective coating.
9-14 EROSION CONTROL AND ROADSIDE PLANTING
The materials for roadside planting shall meet the requirements of Section 9-14 of the Standard
Specifications supplemented as follows. Irrigation water shall conform to the provisions of
Section 9-25.2.
9-14.2 Topsoil
9-14.2(1) Topsoil, Type A
(Special Provision) Replacement
Section 9-14.2(1) is replaced with the following:
A. Topsoil Type A shall be a two-way mix or approved equal, consisting of the
following:
1. Soil shall be a mixture of 50% pure compost, and 50% sand, sandy loam, or
silty sand. The compost shall be fully composted and mature organic
materials. No fresh sawdust or other fresh wood by-products shall be added
to extend the volume after the composting process. Refer to Section 9-
14.4(8) Compost, of the Standard Specifications.
2. Chemical/physical characteristics shall comply with the following:
Screen Size (approx. Particle size) 7/16” maximum
Total Nitrogen 0.25% minimum
Organic Matter 50%
pH Range 5.5-7.5
Conductivity 5 mmhos/cm maximum
3. Compost shall be 98% minimum material derived from the aerobic
decomposition of recycle plant waste and/or secondary sewage treatment. It
shall be free of viable weeds and other plant propagules and shall have a
moisture content that has no visible free water or dust produced when
handling the material.
4. Contractor shall provide a complete analysis of the Topsoil Type A, with a (1)
cubic foot sample for review and approval.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 59 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
9-14.3 Seed
(Special Provision) Supplement
Section 9-14.2 shall be supplemented with the following:
The dealer shall mix the grass seed for hydroseeding. The Contractor shall furnish to
the Engineer the dealer’s guaranteed statement of the composition of the mixture and
the percentage of purity and germination of each variety. Hydroseeded lawn shall be
composed of the following varieties mixed in the properties indicated.
Hydroseeded/Seeded Lawn Mix:
Kind and Variety of Seed in Mixture
% By
Weight % Pure Seed
Minimum %
Germination
Kentucky Bluegrass Blend (3 Varieties) 50% 99% weed free 90
Perennial Ryegrass 30% 99% weed free 90
Creeping Red Fescue 20% 99% weed free 90
Seed shall be applied at a rate of 6 lbs per 1,000 sq. ft. or 250 lbs pounds per acre on
areas requiring Seeded Lawn Installation.
All seed shall be Pure Live Seed. Inert and other crop material shall not exceed 5%,
noxious weeds not to exceed 0%.
“Erosion Control Seed Mix” shall be composed of the following varieties mixed in the
proportions indicated:
Name % By Weight
Durar Hard Fescue 25%
Covar Sheep Fescue 20%
Crested Wheatgrass 20%
Intermediate Wheatgrass 20%
Sherman Big Blue 5%
Basin Wildrye 5%
Seed shall be applied at a rate of 2 lbs per 1,000 sq. ft. or 80 lbs pounds per acre on
areas requiring erosion control seeding, fertilizing and mulching.
Wood fiber mulch and fertilizer shall be applied at rate and type per seed supplier’s
recommendations.
9-14.4 Fertilizer
(Special Provision) Supplement
Section 9-14.3 is supplemented with the following:
Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as
specified herein. All fertilizers shall be furnished in standard unopened containers with
weight, name of plant nutrients and manufacturer’s guaranteed statement of analysis
clearly marked, in accordance with State and Federal law.
Fertilizer provided for hydroseeding applications shall be 10-10-10, applied at a rate that
provides 1 pound of nitrogen per 1000 square feet.
Fertilizer for trees and shrubs shall be Best-Paks, Biodegradable Packet, 20-10-5
Fertilizer or approved equal.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 60 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
9-14.5 Mulch and Amendments
9-14.5(3) Bark or Wood Chip Mulch
(Special Provision) Supplement
Section 9.14.5(3) is supplemented with the following:
The Contractor shall provide “Bark mulch”, 100% medium grade composted ground
fir or hemlock bark
Bark shall be uniform in color, free from weed seeds, sawdust and splinters. Mulch
shall not contain resin, tannin, wood fiber or other compounds detrimental to plant
life. Moisture content of bagged mulch shall not exceed 22%. The acceptable size
range of bark mulch material is ½ inch with a maximum of 20% passing the ½ inch
screen.
9-14.6 Erosion Control Devices
9-14.6(2) Biodegradable Erosion Control Blanket
9-14.6(2)D Approval and Acceptance of Biodegradable Erosion Control
Blanket
(Special Provision) New
Add the following New Section:
For temporary erosion control blanket for Road embankment areas indicated on the
Plans, the Contractor shall submit product sample and technical data to the Engineer
for approval, prior to installation.
9-14.7 Plant Materials
9-14.7(2) Quality
(Special Provision) Supplement
Section 9-14.6(2) is supplemented with:
Plant material shall be free from disfiguring knots, swollen grafts, sunscale injuries,
bark abrasions, evidence of improper pruning or other objectionable disfigurement.
Potted and container stock shall be well rooted and vigorous enough to ensure
survival and healthy growth. Shrubs shall have full foliage (not leggy). Container
stock shall be grown in its delivery container for not less than six (6) months, but not
for more than two (2) years. Root bound or broken containers will not be accepted.
Bare root, liner and root stock with dried or shriveled roots from exposure will not be
accepted.
Trees will be provided with untapped, straight, single leaders, except for multiple
stem (clump) trees. Trees shall have full crowns and balanced branching.
9-14.7(3) Handling and Shipping
(Special Provision) Supplement
Section 9-14.6(3) is supplemented with:
All plant material shall be transported to planting locations with care to prevent
damage. Tie back branches as necessary and protect bark from chafing with burlap
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 61 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
bags. Do not drag plant materials along ground without proper protection of roots
and branches. Protect rootball from environmental or mechanical damage and water
as necessary to keep roots moist. Do not store plants for more than one week.
Within 14 days after award of this contract, the Contractor shall submit to the
Engineer written documentation that all specified plant material has been located:
1. List supplier’s names, addresses and phone numbers
2. List respective growing or storage locations
Plant delivery is to be scheduled as close to plant installation as possible to avoid
extended storage of materials on site.
9-14.7(5) Tagging
(Special Provision) New
Add the following New Section:
All plant material except ground cover shall be legibly tagged. Tagging may be by
specie or variety. Remove all tagging prior to final acceptance.
9-14.7(6) Inspection
(Special Provision) New
Add the following New Section:
The Project Engineer shall reserve the option of selecting and inspecting plant
material at the nursery. The contractor shall provide the Engineer with at least one
week notice prior to preparing plants for shipping and delivery. The Contractor shall
neither deliver to site nor install plant materials until authorized by the Project
Engineer.
Plants trimmed from larger sizes to meet the specified sizes will not be accepted.
Plants shall not have any cuts in excess of 0.75-inch in diameter that have not
completely healed over. Leaders shall be intact on all plants. Trees shall not be
pruned before delivery. Any plant that, in the opinion of the Engineer, does not
comply with these general conditions will be rejected.
The review and approval of all plant material by the Engineer prior to planting is
required. The Contractor is to immediately remove rejected plants from the site.
9-14.7(7) Substitution of Plants
(Special Provision) New
Section 9/14.6(6) is supplemented with:
No substitution of plant species, varieties, sizes or shapes will be allowed without
written authorization by the Project Engineer.
Contractor shall provide the Project Engineer with at least (3) nursery sources,
including phone numbers, showing material is unavailable before requesting a
substitute for specified plant material.
CITY OF PASCO DIVISION 9
ADDENDUM NO. 1 MATERIALS
JANUARY 2021 SP – 62 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
9-14.7(8) Temporary Storage
(Special Provision) New
Add the following New Section:
Cold storage of plants will not be permitted.
If planting is delayed more than 24 hours after delivery, set balled and burlapped
plants on the ground, well protected with soil or wet peat. Adequately cover all roots
of bare root material with soil or wet peat. Protect rootball from freezing, sun, drying
winds or mechanical damage. Water material as necessary until planted.
Plants shall not be stored for more than one week. Longer storage period at project
site will result in rejection of plant materials by the Project Engineer.
9-14.9 Landscape Miscellaneous Items
(Special Provision) New Section
The contractor shall provide the material submittals for approval by the Engineer for all
materials required.
Materials Required:
A. Decorative Rock with Landscape Fabric
Provide a material source and 2 pound sample of the decorative rock mulch
proposed for each property.
Provide a material source and product specification sheet for the proposed
landscape fabric. The product shall be a non-woven landscape fabric with a min.
weight of 4.0 oz / square yard and a tensile strength of MD 55 per ASTM D-4632
B. Landscape Border (Pressure Treated)
Materials detailed in the plans.
C. Concrete Lawn Edging
Match existing concrete lawn edging. Notify Engineer prior to substituting items.
D. Concrete Block Landscape Edging
Provide a material source and one concrete block representing the selected color
choice for approval by the Engineer. The block shall be a precast rounded face
concrete wall block measuring approximately 12-inch wide by 8-inch by 4-inch height
or similar.
E. Landscape Boulders
a. Provide material source with proposed size submittal for approval.
b. Landscape boulders shall conform to section 9-03.11(3).
END OF DIVISION 9
CP
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GRIMMWAY
MATCHLINE STA. 2+80MATCHLINE STA. 7+50Profile - (64) (1) (2) (1)
12
N COMMERCIAL AVEDIETRICH RD13
PLAN AND PROFILE 2 12
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811MATCHLINE - SEE SHEET 11MATCHLINE - SEE SHEET 13GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
MATCHLINE STA. 221+40MATCHLINE STA. 225+20Profile - (61)PPPPCOX, HAROLDS
RICHARDSON,
MARK D,
SHANNON K
BLASDEL FAMILY
LLC
COX
FAMILY
LAND LLC
N CAPITOL AVE
E FOSTER WELLS RD61
62
63
PLAN AND PROFILE 52 62
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
MATCHLINE, SEE SH
E
E
T
63
MATCHLINE, SEE SHEET 61LEGEND
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CONTRACT DOCUMENTS
COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
PROJECT CERTIFICATION
The technical material and data contained in this report was prepared by PACE Engineers, Inc.,
under the supervision of the below listed individuals. Those responsible staff members who are
registered professional engineers are licensed in the State of Washington.
Robin D. Nelson, PE
PACE Project No. 18424
PROJECT 17003
EDA No. 07-01-07483
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
TABLE OF CONTENTS
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
Project No. 17003
EDA No. 07-01-07483
INVITATION FOR BIDS ........................................................................................................ AD-1
VICINITY MAP
INFORMATION FOR BIDDERS:
Standard Specifications .............................................................................................. IB-1
Explanation of Contract Documents and Work Site .................................................... IB-1
Qualification of Bidders .............................................................................................. IB-1
Water .......................................................................................................................... IB-1
Submission of Bid Proposal ........................................................................................ IB-2
Mandatory Public Works Bidder Responsibility Criteria............................................... IB-3
Schedule of Events..................................................................................................... IB-3
Award of Contract ....................................................................................................... IB-3
EDA Requirements ..................................................................................................... IB-4
Prevailing Wage Requirements .................................................................................. IB-5
Bid Opening Procedure for COVID-19 Protective Measures ....................................... IB-6
Bid Schedules ............................................................................................................ IB-6
PROPOSAL:
Bid Proposal .............................................................................................................................. P-1
Schedule of Prices .................................................................................................................... P-3
Proposal Signature Page .......................................................................................................... P-5
Subcontract Disclosure ........................................................................................................... SD-1
Bid Bond .................................................................................................................................. BB-1
Non-Collusion Declaration ..................................................................................................... NC-1
Mandatory Bidder Responsibility Checklist ....................................................................... MBRC-1
EDA Certification Regarding Lobbying (CD-512 Form) ................................................... CD512-1
EDA Requirements for Affirmative Action ....................................................................... AA/EEO-1
Certification of Legal Work Status Form ........................................................................... CLWS-1
EDA Buy America .................................................................................................................... BA-1
CONTRACT:
Contract .................................................................................................................................. CO-1
Performance Bond .................................................................................................................. PB-1
Payment Bond ....................................................................................................................... PAB-1
Prevailing Wage Rate Requirements ................................................................................ PWRR-1
Certification of Compliance with Wage Payment Statutes .................................................. WPS-1
EDA Contracting Provisions for Construction Projects .................................................. EDA-CP-1
EDA Site Sign Written Specifications ......................................................................... EDA-SIGN-1
AMENDMENTS:
City of Pasco Amendment to the Standard Specifications, Division 1 .................................... SS-1
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
SPECIAL PROVISIONS:
Division 1 General Requirements ................................................................................... SP-1
Division 2 Earthwork .................................................................................................... SP-11
Division 4 Bases ........................................................................................................... SP-15
Division 5 Surface Treatment and Pavement ................................................................ SP-19
Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers,
Forcemains, and Conduits ........................................................................... SP-23
Division 8 Miscellaneous Construction ......................................................................... SP-39
Division 9 Materials ...................................................................................................... SP-53
APPENDIX A: PERMITS
APPENDIX B: PREVAILING WAGE RATES
APPENDIX C: EDA STANDARD TERMS AND CONDITIONS FOR
CONSTRUCTION PROJECTS
APPENDIX D: EASEMENTS
APPENDIX E: GEOTECHNICAL ENGINEERING REPORT
VOLUME 2: CONSTRUCTION DRAWINGS
JANUARY 2021 AD – 1 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
ATTENTION CONTRACTORS
INVITATION FOR BIDS
COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Project No. 17003
EDA No. 07-01-07483
The City of Pasco, Washington is inviting and requesting bid proposals for the Columbia East
Forcemain Improvements, Project No. 17003.
The Work of this Contract comprises the City of Pasco Columbia East Forcemain Improvements
follows:
This project consists of furnishing and installing approximately 50,500 total LF of HDPE, DR 11,
20-inch Outside Diameter Iron Pipe Size (IPS) Forcemain including prefabricated bends, in
single and dual pipe trench configurations, air/vacuum valve assemblies, connections to dry
forcemain pipes at the Columbia East Pump Station and the PWRF, roadway paving,
restoration, and associated items.
This contract requires that the west forcemain be physically completed, tested, and operational
on or before July 2, 2021, or ninety (90) working days from notice to proceed, whichever comes
first, and the east forcemain be completed, and the remaining work physically completed within
an additional twenty (20) working days after the initial ninety (90) working days. The City will
issue notice to proceed soon after the Construction contract has been awarded, based on
coordination with the Contractor.
Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s
Plan Room, beginning Thursday, January 14, 2021. Bidders may obtain digital files at no cost.
Printed documents are available, at bidders’ expense, by choosing the “Order” option.
In an effort to provide proper social distancing to Contractors and City Staff, the City of
Pasco is providing an option to submit bids for the project through an online bidding
process. The bidding may be done through City of Pasco’s Plan Room secure
network/platform: https://www.cityofpascoplanroom.com/jobs/public.
Sealed Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be
accepted up to the hour of 2:00 PM on Wednesday, February 17, 2021. The Contractor will
not be charged a fee to submit a bid.
Bids will be publicly opened and read aloud, via live stream webinar at the subsequent time
of 2:00 PM on Wednesday, February 17, 2021. To participate in the public webinar meeting
from a computer, tablet, or smartphone, please use the following information:
https://global.gotomeeting.com/join/681397037; OR, via telephone, United States +1 (312)
757-3121, Access Code: 681-397-037.
All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check,
Cashier’s Check or Bid Bond in the amount of not less than 5 percent (5%) of the total bid.
CITY OF PASCO
JANUARY 2021 AD – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be
submitted only on forms provided in the specifications.
Technical questions regarding the scope of this project should be put in writing and directed to
Jon Padvorac, P.E., Project Manager, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box
293, Pasco, WA 99301, email: padvoracj@pasco-wa.gov.
Bids will only be accepted from Contractors who are eligible to perform services as
governed by PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan
Holders list. Upon award, Contractor (and subcontractors) shall have a current City of
Pasco Business License.
The City of Pasco in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42
USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of
Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-
Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby
notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to
this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be
afforded full opportunity to submit bids in response to this invitation and will not be discriminated
against on the grounds of race, color, national origin, or sex in consideration for an award.
The City of Pasco is an equal opportunity and affirmative action employer. Small, minority, and,
women owned businesses are encouraged to submit bids. All work performed on this project will
be subject to prevailing wages and Contractor will be required to comply with the wage and
labor requirements to pay minimum wages in accordance with the Davis–Bacon Act of 1931.
This project is partially funded with Federal funds from a United States Department of
Commerce -- Economic Development Administration (EDA) and therefore is subject to the
Federal laws and regulations associated with that program.
The award of this contract is also subject to the following Federal Provisions: Buy America,
Foreign Trade Restrictions, Government-wide Debarment and Suspension, & Government-wide
Requirements for Drug-free workplace.
The City Council reserves the right to reject any and all bids and to waive technicalities or
irregularities, and after careful consideration of all bids and factors involved make the award to
best serve the interests of the City of Pasco.
DATED: January 5, 2021
Jon Padvorac, P.E.
Publish: Tri-City Herald Project Manager
January 14, 2021
January 21, 2021
January 28, 2021
February 4, 2021
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
VICINITY MAP
PROJECT LOCATION
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Information for Bidders
Standard Specifications ................................................................................................ IB-1
Explanation of Contract Documents and Work Site .................................................... IB-1
Qualification of Bidders ................................................................................................. IB-1
Water ............................................................................................................................. IB-1
Submission of Bid Proposal ......................................................................................... IB-2
Mandatory Public Works Bidder Responsibility Criteria.................................... IB-2
Schedule of Events ...................................................................................................... IB-3
Award of Contract ......................................................................................................... IB-3
EDA Requirements ....................................................................................................... IB-3
Prevailing Wage Requirements .................................................................................... IB-4
Bid Opening Procedure for COVID-19 Protective Measures ..................................... IB-6
Bid Schedule ................................................................................................................. IB-7
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 IB – 1 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
INFORMATION FOR BIDDERS
STANDARD SPECIFICATIONS
The Washington Department of Transportation 2021 Standard Specifications for Road, Bridge,
and Municipal Construction, hereinafter referred to as “Standard Specifications,” hereby
referenced, are made a part of this contract as amended by the WSDOT, the City of Pasco
Standard Amendments, and the APWA general special provisions as indicated and
supplemented by the Special Provisions. Copies of the Standard Specifications are available
for review and inspection at the office of the Engineer.
Any reference to the 20xx Standard Specifications for Road, Bridge, and Municipal Construction
shall read 2021 Standard Specifications for Road, Bridge, and Municipal Construction.
EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE
Bidders should carefully examine the Contract Documents and work site to fully acquaint
themselves with all the conditions and matters which can in any way affect the work or the cost
thereof. Any explanation regarding the meaning or interpretation of the Contract Documents
must be requested in writing, with sufficient allowance of time for receipt of reply before the time
of the bid opening. Any such explanations or interpretations shall be made in the form of
addenda to the documents and shall be furnished to all bidders, who shall submit all addenda
with their bids. Oral explanations and interpretations made prior to the bid opening shall not be
binding.
QUALIFICATION OF BIDDERS
All bidders must be qualified in accordance with Pasco Municipal Code Chapter 14.15
‘Qualification for Public Works Construction’ as well as meet the mandatory bidder responsibility
criteria in RCW 39.04.350(1). The City reserves the right to reject any bid of such bidder who is
not eligible to perform services as governed by PMC 14.15, who has not met the mandatory
bidder responsibility criteria in RCW 39.04.350(1), or who has not downloaded the Bid
Documents from www.cityofpascoplanroom.com.
WATER
If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve
will be furnished by the City of Pasco to be used specifically for this project. The Contractor
shall be charged an $800 return deposit plus a $50 non-refundable handling and processing fee
for the meter and valve. The City will charge the Contractor for any water used in the
construction of the project. Any water used for this project shall be considered incidental to
construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall
not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any
other City-owned valve. The Contractor shall provide the necessary backflow prevention device
when connecting to the water service. The Fire Hydrant Meter requirements and the Fire
Hydrant Meter Application are available at the Customer Service Window and the Engineering
Department.
Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall
be no specific measurement and payment for the use of water. All payments necessary to meet
the requirements of this provision shall be considered incidental to the work and included in the
Contract price.
CITY OF PASCO
JANUARY 2021 IB – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
SUBMISSION OF BID PROPOSAL
The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the
Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to
those Bidders in accordance with PMC 14.15 (Sec. 1- 02.1).
In an effort to provide proper social distancing to Contractors and City Staff, the City of
Pasco has opted to conduct the bidding of this project through an online bidding
process. The bidding will be done through a Plan Center Service, via
www.cityofpascoplanroom.com/jobs/public, a secure online bidding platform.
Sealed bids shall be submitted electronically via the City of Pasco’s secure Plan Room.
Any questions regarding bidding assistance or access/functionality shall be directed to Dustin
Wittman at the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov.
Bids will be opened in accordance with the section herein titled Bid Opening Procedure for
COVID-19 Protective Measures.
The proposal forms to be completed for the bid package include:
The Proposal (Sec. 1-02.6)
Subcontractor Disclosure (Sec. 1-02.6)
Bid Bond (surety bond),
Non-Collusion Declaration
Mandatory Bidder Responsibility Checklist
EDA Certification Regarding Lobbying (CD-512 Form)
Certification of Legal Work Status Form
EDA Requirements for Affirmative Action
EDA Buy America Sheet
Acknowledgement of any Addenda (Sec. 1-02.6)
All blank spaces for bid prices shall be completed either in ink or be type written and shall
contain the appropriate amounts in figures (Sec. 1-02.6). A scanned copy of these completed
proposal forms (Bid Package) shall be uploaded as part of the Bid via City of Pasco’s
Plan Room.
Either prior to or within 48 hours of the bid being due, an original copy of all original bid
documents, including the original Bid Security (surety bond), shall be received by either mail or
hand-delivered in a sealed envelope to the office of the City Clerk, City Hall 1st Floor, 525 North
3rd Avenue, Pasco, Washington, 99301, addressed to the City Clerk’s Office. The sealed
envelope shall clearly indicate the company name, and project (i.e., CITY OF PASCO –
COLUMBIA EAST FORCEMAIN PROJECT, PROJECT NO. 17003) for which they are
intended.
Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or money order
made payable to the ‘City of Pasco’ in the amount of equal to at least five percent (5%) of the
total amount of the bid. Security deposited by an unsuccessful bidder will be returned as soon
as practicable after the bid opening.
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Failure to submit a completed scanned copy of the proposal forms and/or delivery of the
originally signed required bid documents may be cause for rejection of the bid.
Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized
postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall
not be considered (Sec. 1-02.9). No bidder may withdraw a bid within sixty (60) days after the
actual date of the opening thereof (Sec. 1-03.2).
Bids will be accepted from Contractors who are eligible to perform services as governed by
PMC 14.15, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained
original bid documents from www.cityofpascoplanroom.com.
MANDATORY PUBLIC WORKS BIDDER RESPONSIBILITY CRITERIA
The Washington Legislature adopted Senate Bill 5301 that adds criterion to the list of mandatory
bidder responsibility criteria that public agencies must verify and document before awarding any
public works project, regardless of cost. This law establishes criterion relating to the contractor's
compliance with the state's minimum wage laws. It also dictates that, prior to award, the
contractor must sign a statement that they have not violated the law within a three year period.
The bidder certifies that, within the three-year period immediately preceding the bid solicitation
date for this Project, the bidder is not a “willful” violator, as defined in RCW 49.48.082, of any
provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation
and notice of assessment issued by the Department of Labor and Industries or through a civil
judgment entered by a court of limited or general jurisdiction.
The proposal forms to be completed for the bid package include: the Proposal (Sec. 1-02.6),
the Bid Bond, the Non-Collusion Declaration (Sec. 1-02.8(1)), the Subcontract Disclosure
(Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid
prices shall be completed either in ink or be type written and shall contain the appropriate
amounts in figures (Sec. 1-02.6).
Bid Security (surety bond) shall be submitted with the proposal and failure to submit same shall
be cause for rejection of the bid. Bid Security shall be in the form of a certified check, cashier’s
check, bid bond, or money order made payable to the ‘City of Pasco’ in the amount of equal to
at least five percent (5%) of the total amount of the bid. Security deposited by an unsuccessful
bidder will be returned as soon as practicable after the bid opening.
Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized
postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall
not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actual
date of the opening thereof (Sec. 1-03.2).
Bids will be accepted from Contractors who are on the City maintained list of responsible
contractors eligible to perform services as governed by PMC 14.15, and who have obtained bid
documents directly from the City of Pasco Plan Room.
The Washington Legislature adopted Senate Bill 5301 that adds criterion to the list of mandatory
bidder responsibility criteria that public agencies must verify and document before awarding any
CITY OF PASCO
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public works project, regardless of cost. This law establishes criterion relating to the contractor's
compliance with the state's minimum wage laws. It also dictates that, prior to award, the
contractor must sign a statement that they have not violated the law within a three year period.
The bidder certifies that, within the three-year period immediately preceding the bid solicitation
date for this Project, the bidder is not a “willful” violator, as defined in RCW 49.48.082, of any
provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation
and notice of assessment issued by the Department of Labor and Industries or through a civil
judgment entered by a court of limited or general jurisdiction.
SCHEDULE OF EVENTS
Once the lowest responsible bidder has been determined and the City Council has authorized
award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary
Contract Documents for execution. The Contractor will have a maximum of twenty (20)
calendar days from the date of award in which to complete and return the Contract Documents
along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the
contract documents have been returned, a Pre-Construction Conference will be held and the
Notice to Proceed will be issued (Sec. 1-08.4).
AWARD OF CONTRACT
The award of the contract is contingent upon approval by the Pasco City Council. It is the intent
of the City to award a contract to the lowest responsible bidder provided the bid has been
submitted in accordance with the requirements of the bidding documents and does not exceed
the funds available.
The City reserves the right to (Sec. 1-03.1):
Waive any informality in bids received when such waiver is in the best interest of the
City.
Accept Alternates in any order or combination, unless otherwise specifically provided in
the bidding documents, and to determine the low bidder on the basis of the sum of the
Base Bid and the Alternates accepted.
Reject any and all bids.
Republish the invitation for bids.
EDA REQUIREMENTS
EDA REQUIREMENTS
The Contractor is advised this project is funded by the U.S. Department of Commerce –
Economic Development Administrations (EDA). In order to meet the requirements of EDA for
this funding assistance, the Contractor is required to follow all EDA regulations contained in this
contract. The Contractor is advised to thoroughly acquaint themselves with the information
contained in the EDA Contracting Provisions for Construction Projects section of this document,
which include but are not limited to the Davis-Bacon Act, wage reporting and contracting with
small, minority and women owned businesses.
The Contractor must agree to comply with all applicable standards, orders and/or regulations
issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution
Control Act (33 U.S.C. 1251-1387), as amended; and Executive Order 11738. Violations must
CITY OF PASCO
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be reported to the Federal awarding agency and the Regional Office of the Environmental
Protection Agency
The Contractor must file the required Anti-Lobbying Amendment Certification (CD-512 Form)
pursuant to (31 U.S.C. 1352). Each tier certifies to the tier above that it will not and has not
used Federal appropriated funds to pay any person or organization for influencing or attempting
to influence an officer or employee of an agency, a member of Congress, officer or employee of
Congress, or an employee of a member of Congress in connection with obtaining any Federal
contract, grant, or other award covered by (31 U.S.C. 1352). In addition each tier must also
disclose any lobbying with non-Federal funds that takes place in connection with obtaining any
Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award.
The Contractor will be required to compute the wages of every mechanic and/or laborer on the
basis of a standard work week of forty (40) hours. Work in excess of the standard work week is
permissible provided that the worker is compensated at a rate of not less than one and a half
(1.5x) the basic rate of pay for all hours worked in excess of 40 hours in the work week. These
requires are pursuant to (40 U.S.C. 3704) and are applicable to construction work and provide
that no laborer and/or mechanic must be required to work in surroundings or under working
conditions which are unsanitary, hazardous, or dangerous.
The Contractor agrees to facilitate the preservation and enhancement of structures and objects
of historical, architectural or archaeological significance and when such items are found and/or
unearthed during the course of project construction. Any excavation by the Contractor that
uncovers an historical or archaeological artifact shall be immediately reported to the Owner and
a representative of EDA. Construction shall be temporarily halted pending the notification
process and further directions issued by EDA after consultation with the State Historic
Preservation Officer (SHPO) for recovery of the items. See the National Historic Preservation
Act of 1966 (80 Stat 915, 16 U.S.C. § 470) and Executive Order No. 11593 of May 31, 1971.
The Contractor shall comply with all standards and policies relating to energy efficiency which
are contained in the energy conservation plan issued in compliance with the Energy Policy and
Conservation Act (Public L. No. 94-163) for the State in which the Work under the Contract is
performed.
The Contractor shall supply, erect, and maintain in good condition a Project sign according to
the specifications provided by EDA. To the extent practical, the sign should be a free standing
sign. Project signs shall not be located on public highway rights-of-way. Location and height of
signs will be coordinated with the local agency responsible for highway or street safety in the
Project area, if any possibility exists for obstructing vehicular traffic line of sight. Whenever the
EDA site sign specifications conflict with State law or local ordinances, the EDA Regional
Director will permit such conflicting specifications to be modified so as to comply with State law
or local ordinance.
To the greatest extent practicable, contractors are encouraged to purchase American-made
equipment and products (Buy American Act) with funding provided under EDA financial
assistance awards.
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This project is partially funded with Federal funds from a United States Department of
Commerce -- Economic Development Administration (EDA) and therefore is subject to the
Federal laws and regulations associated with that program.
PREVAILING WAGE REQUIREMENTS
As this job is considered Public Works contract, the Contractor and all sub-contractors must
comply and follow all laws associated with the Davis-Bacon Act of 1931. The Contractor must
submit the Intent and Affidavit forms, approved by the Department of Labor and Industries.
Contractors and subcontractors must pay laborers and mechanics employed directly upon the
site of the work at least the locally prevailing wages (including fringe benefits), listed in the
Davis-Bacon wage determination in the contract, for the work performed. Davis-Bacon labor
standards clauses must be included in covered contracts.
The Davis-Bacon "prevailing wage" is the combination of the basic hourly rate and any fringe
benefits listed in a Davis-Bacon wage determination. The contractor’s obligation to pay at least
the prevailing wage listed in the contract wage determination can be met by paying each laborer
and mechanic the applicable prevailing wage entirely as cash wages or by a combination of
cash wages and employer-provided bona fide fringe benefits. Prevailing wages, including fringe
benefits, must be paid on all hours worked on the site of the work.
Apprentices or trainees may be employed at less than the rates listed in the contract wage
determination only when they are in an apprenticeship program registered with the Department
of Labor or with a state apprenticeship agency recognized by the Department.
Contractors and subcontractors are required to pay covered workers weekly and submit weekly
certified payroll records to the contracting agency. They are also required to post the applicable
Davis-Bacon wage determination with the Davis-Bacon poster (WH-1321) on the job site in a
prominent and accessible place where they can be easily seen by the workers.
Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after
completion of the work. The City may not make any payments where the Contractor and all sub-
contractors have not submitted the approved Intent form; nor may not release retainage until the
Contractor and all sub-contractors have submitted the approved Affidavit forms.
The City requests that certified payroll for the Contractor and all sub-contractors be provided on
a weekly basis.
BID OPENING PROCEDURE FOR COVID-19 PROTECTIVE MEASURES
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall and other
certain City of Pasco public facilities are temporarily closed. These orders will remain in effect
for the duration of Proclamation No. 20-25, requiring the aforementioned temporary closure
ordered by the Office of the Governor, as amended, unless extended or terminated by separate
written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations and provisions in
accordance with the closure of Pasco City Hall. As a safety precaution during the temporary
closure, Bidders will not be granted access into City Hall to attend the Bid Opening.
CITY OF PASCO
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However, the Bid Opening will remain open to the public, and has been modified to take place
at 2:00 PM on Wednesday, February 17, 2021, via public webinar.
All remote attendees will be given an opportunity to ask questions towards the end of the
webinar session.
To participate in the public Bid Opening, please join the public webinar meeting from your
computer, tablet or smartphone using the information below:
City of Pasco Bid Opening – Columbia East Forcemain Improvements, Project 17003 –
Wednesday, February 17, 2021 at 2:00 PM (PST)
https://global.gotomeeting.com/join/681397037
You can also dial in using your phone.
(For supported devices, tap a one-touch number below to join instantly.)
United States: +1 (312) 757-3121, Access Code 681-397-037
- One-touch tel: +13127573121,,681397037#
Access Code: 681-397-037
New to GoToMeeting? Get the app now and be ready when your first meeting starts:
https://global.gotomeeting.com/install/927549805
BID SCHEDULES
The proposal contains one (1) bid schedule. The determination of the low bid will be based on
the total sum of the schedule.
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CITY OF PASCO
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Proposal
Bid Proposal ..................................................................................................... P-1
Subcontract Disclosure .................................................................................. SD-1
Bid Bond ........................................................................................................ BB-1
Non-Collusion Declaration ............................................................................. NC-1
Mandatory Bidder Responsibility Checklist ............................................... MBRC-1
EDA Certification Regarding Lobbying (CD-512 Form) ............................ CD512-1
Certification of Legal Work Status Form ................................................... CLWS-1
EDA Requirements for Affirmative Action ............................................... AA/EEO-1
EDA Buy America Sheet ................................................................................ BA-1
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BID PROPOSAL
17003 – Columbia East Forcemain Improvements
HONORABLE MAYOR AND CITY COUNCIL
City Hall
Pasco, Washington 99301
Honorable Mayor and City Council:
The undersigned declares that they have carefully examined the project site for the Columbia
East Pump Station located at 525 N. 3rd Avenue, Pasco, WA 99301, and its associated
Forcemain Improvements to the Process Water Reuse Facility (PWRF).
This project consists of furnishing and installing approximately 50,500 total LF of HDPE, DR 11,
20-inch Outside Diameter Iron Pipe Size (IPS) Forcemain including prefabricated bends, in
single and dual pipe trench configurations, air/vacuum valve assemblies, connections to dry
forcemain pipes at the Columbia East Pump Station and the PWRF, roadway paving,
restoration and associated items.
In accordance with the terms, provisions, and requirements of the foregoing, the following prices
are tendered as an offer to furnish the equipment, materials, appurtenances, and guarantees,
where required, and to perform the work in place and in good working order.
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SCHEDULE OF PRICES
COLUMBIA EAST FORCEMAIN IMPROVEMENTS
Unit prices for all items, all extensions, and total amount of bid must be shown.
ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID.
Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
DIVISION 1 GENERAL REQUIREMENTS
1 1-04.4 Minor Changes 1 FA $25,000.00 $25,000.00
2 1-05.4 Roadway Surveying 1 LS
3 1-05.16 Record Drawings (Minimum $5,000) 1 LS
4 1-07.15 Spill Prevention, Control and
Countermeasures (SPCC) Plan 1 LS
5 1-07.17 Resolution of Conflicts with Existing
Utilities 1 FA $75,000.00 $75,000.00
6 1-07.17 Potholing 90 EA
7 1-09.7 Mobilization 1 LS
8 1-10.5 Project Temporary Traffic Control 1 LS
DIVISION 2 EARTHWORK
9 2-02.5 Removal of Structures and Obstructions 1 LS
10 2-09.5 Shoring or Extra Excavation Class B –
Single Forcemains 11,415 LF
11 2-09.5 Shoring or Extra Excavation Class B –
Dual Forcemains 19,800 LF
12 2-09.5 Controlled Density Fill 200 CY
DIVISION 4 BASES
13 4-04.5 Crushed Surfacing Base Course 4,200 TN
14 4-04.5 Crushed Surfacing Top Course 1,300 TN
DIVISION 5 SURFACE TREATMENT
15 5-04.5 HMA Cl. 1/2 PG 64-22 5,300 TN
DIVISION 7 DRAINAGE STRUCTURES, SANITARY SEWERS AND CONDUITS
16 7-14.5 Resetting Existing Hydrant. Sta 4+36 1 EA
17 7-20.5
Single Forcemain HDPE, DR 11,
20-inch Diam. (IPS) with inside diameter
of 16.146 inches – East, Station 169+00
to 224+72.30
5,700 LF
CITY OF PASCO
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Item
No.
Spec
Section Item Description QTY Unit Unit Price Total Price
18 7-20.5
Single Forcemain HDPE, DR 11,
20-inch Diam. (IPS) with inside diameter
of 16.146 inches – West, Station
169+00 to 224+72.30
5,715 LF
19 7-20.5
Dual Forcemain HDPE, DR 11, 20-inch
Diam. (IPS) with inside diameter of
16.146 inches – Station -1+39.39 to
169+00 and 224+72.30 to 250+81.57
19,800 LF
20 7-20.5 Connection to Existing PWRF Influent
Piping 1 LS
21 7-20.5 Connection to Columbia East Pump
Station 1 LS
22 7-20.5 Removal and Replacement of
Unsuitable Materials 1,000 CY
23 7-21.5 Plug Valve 10 EA
24 7-21.5 Comb. Air Valve Assembly 10 EA
DIVISION 8 MISCELLANEOUS CONSTRUCTION
25 8-01.5 Water Pollution and Erosion Control 1 LS
26 8-04.5 Cement Concrete Traffic Curb and
Gutter 100 LF
27 8-18.5 Mailbox Relocation 3 EA
28 8-19.5 EDA Project Sign 1 EA
29 8-22.5 Paint Line 10,000 LF
30 8-22.5 Plastic Stop Bar 20 LF
31 8-26.5 Infiltration Facility Relocation 2 EA
SUBTOTAL $
SALES TAX (8.6%) $
TOTAL $
The Proposal Form, Bid Bond, Non-collusion Declaration, Subcontract Disclosure, and
Acknowledgement of all Addenda shall be submitted as a complete integral bid package.
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17003 – COLUMBIA EAST FORCEMAIN IMPROVEMENTS
The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the
actual amount of quantities and materials to be paid under the Contract for which this Proposal
is made and that all material furnished and all work performed shall be strictly in accordance
with the plans and specifications.
The undersigned agrees that if awarded the contract, they will commence work on the date
indicated on the written Notice to Proceed. This contract requires that the west forcemain be
physically completed, tested, and operational on or before July 2, 2021, or ninety (90) working
days, whichever comes first, and the east forcemain be completed, and the remaining work
physically completed within an additional twenty (20) working days after the initial ninety (90)
working days.
The undersigned further agrees to pay as liquidated damages for each consecutive working day
thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal
Construction Section 1-08.9.
The undersigned Bidder hereby certifies that, within the three-year period immediately
preceding the bid solicitation date for this Project, the bidder is not a “willful” violator, as defined
in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by
a final and binding citation and notice of assessment issued by the Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction.
I certify (or declare) under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
Accompanying this Proposal is a certified check, cashier’s check, bid bond, cash or money
order payable to the City of Pasco being an amount not less than 5% of the total bid based upon
the estimate of quantities at the above prices according to the conditions of the Information for
Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to
execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto
attached, within ten (10) calendar days from the date of notice of award, then the City may, at its
option, determine that the undersigned has abandoned the contract and thereupon this proposal
shall be null and void and the certified check, bid bond, cash, or money order accompanying
this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the
certified check, cashier’s check, bid bond, cash or money order accompanying this proposal
shall be returned to the undersigned.
Receipt is hereby acknowledged of addendum(s) No.(s) ______, ______, ______, and ______.
DATED AT THIS DAY OF , 2021.
SIGNED: TITLE:
PRINTED NAME:
NAME OF COMPANY:
ADDRESS:
TELEPHONE:
STATE CONTRACTOR’S LICENSE NO.:
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CITY OF PASCO
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SUBCONTRACT DISCLOSURE
All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.15, at the time
of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will
not be accepted by the City of Pasco.
We, the undersigned, intend to employ the following subcontractors, in order to fully perform the
work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge
that qualification of subcontractors must be in place no later than when subcontractors are
required to perform any work on the project.
We intend to employ the firm(s) of:
NAME ADDRESS UBI # List Item Number
1)
2)
(Electrical)
3)
(Plumbing)
4)
(HVAC)
5)
(Structural Steel Installation)
6)
(Rebar Installation)
and represent and warrant that the work will be performed by said subcontractors in a good and
workmanlike manner and under our direct supervision. We further represent and warrant that the
work to be performed by them constitutes approximately percent of the total dollar value of said
contract.
Description of work to be performed by Prime Contractor:
FIRM:
NAME:
ADDRESS:
TELEPHONE:
EMAIL:
CITY OF PASCO
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CITY OF PASCO
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BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
_________________________________________________ as Principal, and
___________________________________ as Surety, are hereby held and firmly bound unto the
City of Pasco as OWNER in the penal sum of for
the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves,
successors and assigns.
Signed, this _____ day of , 20____.
The conditions of the above obligation is such that whereas the Principal has submitted to the
City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract
in writing, for the 17003 – COLUMBIA EAST FORCEMAIN IMPROVEMENTS.
NOW THEREFORE,
(a) If said BID shall be rejected, or
(b) If said BID shall be accepted and the principal shall execute and deliver a contract in the
Form of Contract attached hereto (properly completed in accordance with said BID) and
shall furnish a BOND for his faithful performance of said contract, and for the payment of
all persons performing work or furnishing materials in connections therewith, and shall in
all other respects perform the agreement created by the acceptance of said BID.
Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being
expressly understood and agreed that the liability of the Surety for any and all claims hereunder
shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extensions of the time within which
the OWNER may accept such BID; and said Surety does hereby waive notice of any such
extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,
and such of them as are corporations have caused their corporate seals to be hereto affixed
and these presents to be signed by their proper officers, the day and year first set forth above.
Principal Surety
By:
IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department’s
most current list (Circular 570 as amended) and be authorized to transact business in the State
of Washington.
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CITY OF PASCO
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NON-COLLUSION DECLARATION
I, by signing the proposal, 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 has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the project for which this
proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to have
signed and to have agreed to the provisions of this Declaration.
SIGNATURE DATE
CITY OF PASCO
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CITY OF PASCO
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Mandatory Bidder Responsibility Checklist
General Information
Project Name: Project Number:
Bidder’s Business Name: Bid Submittal Deadline:
Contractor Registration –
https://fortress.wa.gov/lni/bbip/
License Number: Status:
Active: Yes No
Effective Date (must be effective on or before Bid Submittal
Deadline):
Expiration Date:
Contractor and Plumber Infraction List –
http://www.lni.wa.gov/tradeslicensing/contractors/hirecon/infractions/
Is Bidder on Infraction List?
Yes No
Current UBI Number –
http://dor.wa.gov/content/doingbusiness/registermybusiness/brd/
UBI Number: Account Closed:
Open Closed
Industrial Insurance Coverage –
https://fortress.wa.gov/lni/crpsi/MainMenu.aspx
Account Number: Account Current:
Yes No
Employment Security Department Number –
Employment Security Department Number:
Has Bidder provided account number on the Bid Form? Yes No
And/or have you asked the Bidder for documentation from
Employment Security Department on account number? Yes No
State Excise Tax Registration Number –
http://dor.wa.gov/content/doingbusiness/registermybusiness/brd/
Tax Registration Number: Account Closed:
Open Closed
Not Disqualified from Bidding –
http://www.lni.wa.gov/TradesLicensing/PrevWage/AwardingAgencies/DebarredContractors/default.asp
Is the Bidder listed on the “Contractors Not Allowed to Bid” list of the Department of Labor and
Industries?
Yes No
Checked by:
Name of Employee: Date:
CITY OF PASCO
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FORM CD-512 U.S. DEPARTMENT OF COMMERC E
(REV 05-17)
CERTIFICATION REGARDING LOBBYING
LOWER TIER COVERED TRANSACTIONS
Applicants should review the instructions for certification included in the regulations before completing this form. Signature
on this form provides for compliance with certification requirements under 15 CFR Part 28, “New Restrictions on Lobbying.”
LOBBYING Statement for Loan Guarantees and Loan Insurance
As required by Section 1352, Title 31 of the U.S. Code, and The undersigned states, to the best of his or her knowledge
implemented at 15 CFR Part 28, for persons entering into a grant, and belief, that:
cooperative agreement or contract over $100,000 or a loan or loan
guarantee over $150,000 as defined at 15 CFR Part 28, Sections In any funds have been paid or will be paid to any person for
28.105 and 28.110, the applicant certifies that to the best of his or her influencing or attempting to influence an officer or employee
knowledge and belief, that: of any agency, a Member of Congress, an officer or employee
of Congress, or an employee of a Member of Congress in
(1) No Federal appropriated funds have been paid or will be paid, connection with this commitment providing for the United
by or on behalf of the undersigned, to any person for influencing or States to insure or guarantee a loan, the undersigned shall
attempting to influence an officer or employee of any agency, a complete and submit Standard Form-LLL, ‘‘Disclosure Form
Member of Congress in conncection with the awarding of any to Report Lobbying,’’ in accordance with its instructions.
Federal contract, the making of any Federal grant, the making of
any Federal loan, the entering into of any cooperative agreement, Submission of this statement is a prerequisite for making or
and the extension, continuation, renewal, amendment, or entering into this transaction imposed by section 1352, title
modification of any Federal contract, grant, loan, or cooperative 31, U.S. Code. Any person who fails to file the required state-
agreement. ment shall be subject to a civil penalty of not less than $10,000
and not more than $100,000 for each such failure occurring
(2) If any funds other than Federal appropriated funds have been on or before October 23, 1996, and of not less than $11,000
paid or will be paid to any person for influencing or attempting to and not more than $110,000 for each such failure occurring
influence an officer or employee of any agency, a Member of after October 23, 1996.
Congress, an officer or employee of Congress, or an employee of a
member of Congress in connection with this Federal contract, grant,
loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL, ‘‘Disclosure Form to Report Lobbying.’’
in accordance with its instructions.
(3) The undersigned shall require that the language of this
certification be included in the award documents for all subawards at
all tiers (including subcontracts, subgrants, and contracts under
grants, loans, and cooperative agreements) and that all subrecipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which
reliance was placed when this transaction was made or entered into.
Submission of this certification is a prerequisite for making or
entering into this transaction imposed by section 1352, title 31, U.S.
Code. Any person who fails to file the required certification shall be
subject to a civil penalty of not less than $10,000 and not more
than $100,000 for each such failure occurring on or before
October 23, 1996, and of not less than $11,000 and not more
than $110,000 for each such failure occurring after October 23,
1996.
As the duly authorized representative of the applicant, I hereby certify that the applicant will comply with the
above applicable certification.
NAME OF APPLICANT AWARD NUMBER AND/OR PROJECT NAME
PRINTED NAME AND TITLE OF AUTHORIZED REPRESENTATIVE
SIGNATURE DATE
CITY OF PASCO
JANUARY 2021 CD512 – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION
TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY
(EXECUTIVE ORDER 11246 AND 41 CFR PART 60-4)
The following Notice shall be included in, and shall be a part of all solicitations for offers and
bids on all Federal and federally assisted construction contracts or subcontracts in excess of
$10,000.
The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard
Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein.
The goals and timetables for minority and female participation, expressed in percentage terms for
the Contractor's aggregate workforce in each trade on all construction work in the covered area,
are as follows:
Timetables Goals for minority Goals for female
participation for each trade participation for each trade
% 6.9%
These goals are applicable to all the Contractor's construction work (whether or not it is
Federal or federally assisted) performed in the covered area. If the contractor performs
construction work in a geographical area located outside of the covered area, it shall
apply the goals established for such geographical area where the work is actually
performed. With regard to this second area, the contractor also is subject to the goals for
both its federally involved and non federally involved construction.
The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part
60-4 shall be based on its implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the specifications set forth in 41 CFR 60-
4.3(a), and its efforts to meet the goals. The hours of minority and female employment
and training must be substantially uniform throughout the length of the contract, and in
each trade and the contractor shall make a good faith effort to employ minorities and
women evenly on each of its projects. The transfer of minority or female employees or
trainees from Contractor to Contractor or from project to project for the sole purpose of
meeting the Contractor's goals shall be a violation of the contract, the Executive Order,
and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured
against the total work hours performed.
The Contractor shall provide written notification to the Director of the Office of Federal
Contract Compliance Programs within 10 working days of award of any construction
subcontract in excess of $10,000 at any tier for construction work under the contract
resulting from this solicitation. The notification shall list the name, address and telephone
number of the subcontractor; employer identification number of the subcontractor;
estimated dollar amount of the subcontract; estimated starting and completion dates of the
subcontract; and the geographical area in which the subcontract is to be performed.
As used in this Notice, and in the contract resulting from this solicitation, the "covered
area" is:
State of
County of
City of
CITY OF PASCO
JANUARY 2021 AA/EEO – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 CLWS – 1 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Project No. 17003
EDA No. 07-01-07483
CERTIFICATION OF LEGAL WORK STATUS
COMPANY NAME: ______________________________
By submitting a proposal or by signing this certification and a contract with the City, Contractor
certifies that it does not and will not during the performance of this contract knowingly employ,
or subcontract with any entity which employs workers in violation of 8 USC § 1324a. Contractor
agrees to require all subcontractors at the time they are hired for this project to sign a
Certification of Legal Work Status and submit the Certification to the City prior to any work
being performed by the subcontractors. Contractor agrees to produce, at the City’s request,
documents to verify compliance with applicable State and Federal laws. If Contractor knowingly
employs workers or subcontractors in violation of 8 USC § 1324a, such violation shall be
cause for unilateral cancellation of the contract between Contractor and City. In addition,
Contractor may be suspended from participating in future projects with the City for a period of
one (1) year. In the event this contract is terminated due to a violation of 8 USC § 1324a by
Contractor or a subcontractor of Contractor, Contractor shall be liable for any and all costs
associated with such termination, including, but not limited to, any damages incurred by the
City as well as attorney fees. For purposes of compliance, the City requires Contractor and
subcontractors to use E-Verify to verify the employment eligibility of all employees as allowed
by law and the E-Verify procedures. Contractor and subcontractors must maintain authorized
documentation of the E-Verify.
I certify that I have read, understand and agree to comply with the requirements herein.
Contractor Name:
Company Address:
Signature Date
Official Title
CITY OF PASCO
JANUARY 2021 CLWS – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 BA – 1 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
EDA
BUY AMERICA
To the greatest extent practicable, bidders/contractors are encouraged to purchase American-
made equipment and products with funding provided under EDA financial assistance awards.
CITY OF PASCO
JANUARY 2021 BA – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Contract
Contract ....................................................................................................................... CO-1
Performance Bond ....................................................................................................... PB-1
Payment Bond ........................................................................................................... PAB-1
Prevailing Wage Rate Requirements ................................................................... PWRR-1
Certification of Compliance with Wage Payment Statutes...................................WPPS-1
EDA Contracting Provisions For Construction Projects ................................... EDA-CP-1
EDA Site Sign Written Specifications ............................................................ EDA-SIGN-1
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 EDA-CP – 1 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
U. S. DEPARTMENT OF COMMERCE
ECONOMIC DEVELOPMENT ADMINISTRATION
EDA CONTRACTING PROVISIONS
FOR CONSTRUCTION PROJECTS
CITY OF PASCO
JANUARY 2021 EDA-CP – 2 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
Economic Development Administration
Contracting Provisions for Construction Projects
U. S. DEPARTMENT OF COMMERCE
ECONOMIC DEVELOPMENT ADMINISTRATION
EDA CONTRACTING PROVISIONS
FOR CONSTRUCTION PROJECTS
These EDA Contracting Provisions for Construction Projects (EDA Contracting Provisions) are
intended for use by recipients receiving federal assistance from the U. S. Department of
Commerce - Economic Development Administration (EDA). They contain provisions specific to
EDA and other federal provisions not normally found in non-federal contract documents. The
requirements contained herein must be incorporated into all construction contracts and
subcontracts funded wholly or in part with federal assistance from EDA.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-1
Economic Development Administration
Contracting Provisions for Construction Projects
TABLE OF CONTENTS
1.Definitions
2.Applicability
3.Federally Required Contract Provisions
4.Required Provisions Deemed Inserted
5.Inspection by EDA Representatives
6.Examination and Retention of Contractor’s Records
7.Construction Schedule and Periodic Estimates
8.Contractor’s Title to Material
9.Inspection and Testing of Materials
10.“OR EQUAL" Clause
11.Patent Fees and Royalties
12.Claims for Extra Costs
13.Contractor’s and Subcontractor’s Insurance
14.Contract Security Bonds
15.Labor Standards - Davis-Bacon and Related Acts
16.Labor Standards - Contract Work Hours and Safety Standards Act
17.Equal Employment Opportunity
18.Contracting with Small, Minority and Women’s Businesses
19.Health, Safety and Accident Prevention
20.Conflict of Interest and Other Prohibited Interests
21.New Restrictions on Lobbying
22.Historical and Archaeological Data Preservation
23.Clean Air and Water
24.Use of Lead-Based Paints on Residential Structures
25.Energy Efficiency
26.Environmental Requirements
27.Debarment, Suspension, Ineligibility and Voluntary Exclusions
28.EDA Project Sign
29.Buy America
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-2
Economic Development Administration
Contracting Provisions for Construction Projects
1.DEFINITIONS
Agreement – The written instrument that is evidence of the agreement between the Owner and
the Contractor overseeing the Work.
Architect/Engineer - The person or other entity engaged by the Recipient to perform
architectural, engineering, design, and other services related to the work as provided for in the
contract.
Contract – The entire and integrated written agreement between the Owner and the Contractor
concerning the Work. The Contract supersedes prior negotiations, representations, or
agreements, whether written or oral.
Contract Documents – Those items so designated in the Agreement. Only printed or hard copies
of the items listed in the Agreement are Contract Documents.
Contractor – The individual or entity with whom the Owner has entered into the Agreement.
Drawings or Plans – That part of the Contract Documents prepared or approved by the
Architect/Engineer that graphically shows the scope, extent, and character of the Work to be
performed by the Contractor.
EDA - The United States of America acting through the Economic Development Administration
of the U.S. Department of Commerce or any other person designated to act on its behalf. EDA
has agreed to provide financial assistance to the Owner, which includes assistance in financing
the Work to be performed under this Contract. Notwithstanding EDA’s role, nothing in this
Contract shall be construed to create any contractual relationship between the Contractor and
EDA.
Owner – The individual or entity with whom the Contractor has entered into the Agreement and
for whom the Work is to be performed.
Project – The total construction of which the Work to be performed under the Contract
Documents may be the whole, or a part.
Recipient – A non-Federal entity receiving a Federal financial assistance award directly
from EDA to carry out an activity under an EDA program, including any EDA-approved
successor to the entity.
Specifications – That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards, and workmanship as applied to the Work, and certain
administrative requirements and procedural matters applicable thereto.
Subcontractor – An individual or entity having direct contract with the Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-3
Economic Development Administration
Contracting Provisions for Construction Projects
Work – The entire construction or the various separately identifiable parts thereof required to be
provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction and
furnishing, installing, and incorporating all materials and equipment into such construction, all as
required by the Contract Documents.
2.APPLICABILITY
The Project to which the construction work covered by this Contract pertains is being assisted by
the United States of America through federal assistance provided by the U.S. Department of
Commerce - Economic Development Administration (EDA). Neither EDA, nor any of its
departments, entities, or employees is a party to this Contract. The following EDA Contracting
Provisions are included in this Contract and all subcontracts or related instruments pursuant to
the provisions applicable to such federal assistance from EDA.
3.FEDERALLY REQUIRED CONTRACT PROVISIONS
(a) All contracts in excess of the simplified acquisition threshold - currently fixed at $150,000
(see 41 U.S.C. §§ 134 and 1908) must address administrative, contractual, or legal remedies in
instances where contractors violate or breach contract terms, and provide for such sanctions
and penalties as may be appropriate.
(b) All contracts in excess of $10,000 must address termination for cause and for convenience
by the Recipient including the manner by which it will be effected and the basis for settlement.
(c) All construction contracts awarded in excess of $10,000 by recipients of federal assistance
and their contractors or subcontractors shall contain a provision requiring compliance with
Executive Order 11246 of September 24, 1965, Equal Employment Opportunity, as amended
by Executive Order 11375 of October 13, 1967, and Department of Labor implementing
regulations at 41 C.F.R. part 60.
(d) All prime construction contracts in excess of $2,000 awarded by Recipients must include a
provision for compliance with the Davis-Bacon Act (40 U.S.C. §§ 3141-3148) as supplemented
by Department of Labor regulations at 29 C.F.R. part 5. The contracts must also include a
provision for compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. § 874 and 40
U.S.C. § 3145) as supplemented by Department of Labor regulations at 29 C.F.R. part 3.
(e) All contracts awarded by the Recipient in excess of $100,000 that involve the employment of
mechanics or laborers must include a provision for compliance with 40 U.S.C. §§ 3702 and 3704
(the Contract Work Hours and Safety Standards Act) as supplemented by Department of Labor
regulations at 29 C.F.R. part 5.
(f) All contracts must include EDA requirements and regulations that involve a requirement on
the contractor or sub-contractor to report information to EDA, the Recipient or any other federal
agency.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-4
Economic Development Administration
Contracting Provisions for Construction Projects
(g) All contracts must include EDA requirements and regulations pertaining to patent rights
with respect to any discovery or invention which arises or is developed in the course of or
under such contract.
(h) All contracts must include EDA requirements and regulations pertaining to copyrights and
rights in data.
(i) All contracts and subgrants in excess of $150,000 must contain a provision that requires
compliance with all applicable standards, orders, or requirements issued under the Clean Air Act
(42 U.S.C. § 7401 et seq.) and the Federal Water Pollution Control Act (Clean Water Act) (33
U.S.C. § 1251 et seq.), and Executive Order 11738, Providing for Administration of the Clean
Air Act and the Federal Water Pollution Control Act With Respect to Federal Contracts, Grants,
or Loans.
(j) Contracts must contain mandatory standards and policies relating to energy efficiency which
are contained in the state energy conservation plan issued in compliance with the Energy Policy
and Conservation Act (42 U.S.C.§ 6201).
(k) Contracts must contain a provision ensuring that contracts are not to be made to parties on the
government wide Excluded Parties List System in the System for Award Management (SAM), in
accordance with the OMB guidelines at 2 C.F.R. part 180.
(l) Contracts must contain a provision ensure compliance with the Byrd Anti-Lobbying
Amendment (31 U.S.C. § 1352) under which contractors that apply or bid for an award of
$100,000 or more must file the required certification. Each tier certifies to the tier above that it
will not and has not used Federal appropriated funds to pay any person or organization for
influencing or attempting to influence an officer or employee of any agency, a member of
Congress, officer or employee of Congress, or an employee of a member of Congress in
connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. §
1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in
connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up
to the non-Federal award.
(m) If the Recipient is a state agency or agency of a political subdivision of a state, any
contract awarded must contain a provision ensuring compliance with section 6002 of the Solid
Waste Disposal Act (42 U.S.C. § 6962), as amended by the Resource Conservation and
Recovery Act related to the procurement of recovered materials.
4.REQUIRED PROVISIONS DEEMED INSERTED
Each and every provision of law and clause required by law to be inserted in this contract shall
be deemed to be inserted herein and the contract shall be read and enforced as though it were
included herein, and if through mistake or otherwise any such provision is not inserted, or is not
correctly inserted, then upon the application of either party the contract shall forthwith be
physically amended to make such insertion of correction.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-5
Economic Development Administration
Contracting Provisions for Construction Projects
5.INSPECTION BY EDA REPRESENTATIVES
The authorized representatives and agents of EDA shall be permitted to inspect all work,
materials, payrolls, personnel records, invoices of materials, and other relevant data and records.
6.EXAMINATION AND RETENTION OF CONTRACTOR’S RECORDS
(a)The Owner, EDA, or the Comptroller General of the United States, or any of their duly
authorized representatives shall, generally until three years after final payment under this
contract, have access to and the right to examine any of the Contractor’s directly pertinent books,
documents, papers, or other records involving transactions related to this contract for the purpose
of making audit, examination, excerpts, and transcriptions.
(b)The Contractor agrees to include in first-tier subcontracts under this contract a clause
substantially the same as paragraph (a) above. “Subcontract,” as used in this clause, excludes
purchase orders that do not exceed $10,000.
(c)The periods of access and examination in paragraphs (a) and (b) above for records relating to
(1)appeals under the disputes clause of this contract, (2) litigation or settlement of claims arising
from the performance of this contract, or (3) costs and expenses of this contract to which the
Owner, EDA, or Comptroller General or any of their duly authorized representatives has taken
exception shall continue until disposition of such appeals, litigation, claims, or exceptions.
7.CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES
Immediately after execution and delivery of the contract, and before the first partial payment is
made, the Contractor shall deliver to the Owner an estimated construction progress schedule in a
form satisfactory to the Owner, showing the proposed dates of commencement and completion
of each of the various subdivisions of work required under the Contract Documents and the
anticipated amount of each monthly payment that will become due to the Contractor in
accordance with the progress schedule. The Contractor also shall furnish the Owner (a) a
detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized
estimates of work done for the purpose of making partial payments thereon. The costs employed
in making up any of these schedules will be used only to determine the basis of partial payments
and will not be considered as fixing a basis for additions to or deductions from the contract price.
8.CONTRACTOR'S TITLE TO MATERIAL
No materials, supplies, or equipment for the work shall be purchased by the Contractor or by any
subcontractor that is subject to any chattel mortgage or under a conditional sale contract or other
agreement by which an interest is retained by the seller. The Contractor warrants and guarantees
that he/she has good title to all work, materials, and equipment used by him/her in the Work, free
and clear of all liens, claims, or encumbrances.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-6
Economic Development Administration
Contracting Provisions for Construction Projects
9.INSPECTION AND TESTING OF MATERIALS
All materials and equipment used in the completion of the Work shall be subject to adequate
inspection and testing in accordance with accepted standards. The laboratory or inspection
agency shall be selected by the Owner. Materials of construction, particularly those upon which
the strength and durability of any structure may depend, shall be subject to inspection and testing
to establish conformance with specifications and suitability for intended uses.
10."OR EQUAL" CLAUSE
Whenever a material, article, or piece of equipment is identified in the Contract Documents by
reference to manufacturers’ or vendors’ names, trade names, catalogue numbers, etc., it is
intended merely to establish a standard. Any material, article, or equipment of other
manufacturers and vendors that will perform adequately the duties imposed by the general design
will be considered equally acceptable provided the material, article, or equipment so proposed is,
in the opinion of the Architect/Engineer, of equal substance and function. However, such
substitution material, article, or equipment shall not be purchased or installed by the Contractor
without the Architect/Engineer's written approval.
11.PATENT FEES AND ROYALTIES
(a)Contractor shall pay all license fees and royalties and assume all costs incident to the use in
the performance of the Work or the incorporation in the Work of any invention, design,
process, product, or device that is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of Owner or
Architect/Engineer, its use is subject to patent rights or copyrights calling for the payment of
any license fee or royalty to others, the existence of such rights shall be disclosed by the Owner
in the Contract Documents.
(b)To the fullest extent permitted by Laws and Regulations, the Contractor shall indemnify and
hold harmless the Owner and the Architect/Engineer, and the officers, directors, partners,
employees, agents, consultants, and subcontractors of each and any of them from and against all
claims, costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to any infringement of patent rights or copyrights
incident to the use in the performance of the Work or resulting from the incorporation in the
Work of any invention, design, process, product, or device not specified in the Contract
Documents.
12.CLAIMS FOR EXTRA COSTS
No claims for extra work or cost shall be allowed unless the same was done in pursuance of a
written order from the Architect/Engineer approved by the Owner.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-7
Economic Development Administration
Contracting Provisions for Construction Projects
13.CONTRACTORS AND SUBCONTRACTORS INSURANCE
(a)The Contractor shall not commence work under this Contract until the Contractor has
obtained all insurance reasonably required by the Owner, nor shall the Contractor allow any
subcontractor to commence work on his/her subcontract until the insurance required of the
subcontractor has been so obtained and approved.
(b)Types of insurance normally required are:
(1)Workers' Compensation
(2)Contractor's Public Liability and Property Damage
(3)Contractor's Vehicle Liability
(4)Subcontractors' Public Liability, Property Damage and Vehicle Liability
(5)Builder's Risk (Fire and Extended Coverage)
(c)Scope of Insurance and Special Hazards: The insurance obtained, which is described
above, shall provide adequate protection for the Contractor and his/her subcontractors,
respectively, against damage claims that may arise from operations under this contract, whether
such operations be by the insured or by anyone directly or indirectly employed by him/her and
also against any of the special hazards that may be encountered in the performance of this
Contract.
(d)Proof of Carriage of Insurance: The Contractor shall furnish the Owner with certificates
showing the type, amount, class of operations covered, effective dates, and dates of expiration of
applicable insurance policies.
14.CONTRACT SECURITY BONDS
(a)If the amount of this Contract exceeds $150,000, the Contractor shall furnish a performance
bond in an amount at least equal to one hundred percent (100%) of the Contract price as security
for the faithful performance of this Contract and also a payment bond in an amount equal to one
hundred percent (100%) of the Contract price or in a penal sum not less than that prescribed by
State, Territorial, or local law, as security for the payment of all persons performing labor on the
Work under this Contract and furnishing materials in connection with this Contract. The
performance bond and the payment bond may be in one or in separate instruments in accordance
with local law. Before final acceptance, each bond must be approved by EDA. If the amount of
this Contract does not exceed $150,000, the Owner shall specify the amount of the payment and
performance bonds.
(b)All bonds shall be in the form prescribed by the Contract Documents except as otherwise
provided in applicable laws or regulations, and shall be executed by such sureties as are named
in the current list of Companies Holding Certificates of Authority as Acceptable Sureties on
Federal Bonds and as Acceptable Reinsuring Companies as published in Treasury Circular 570
(amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the
Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent’s
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-8
Economic Development Administration
Contracting Provisions for Construction Projects
authority to act. Surety companies executing the bonds must also be authorized to transact
business in the state where the Work is located.
15.LABOR STANDARDS - DAVIS-BACON AND RELATED ACTS
(as required by section 602 of PWEDA)
(a)Minimum Wages
(1)All laborers and mechanics employed or working upon the site of the Work in the
construction or development of the Project will be paid unconditionally and not less often
than once a week, and without subsequent deduction or rebate on any account (except
such payroll deductions as are permitted by regulations issued by the Secretary of Labor
under the Copeland Act at 29 C.F.R. part 3, the full amount of wages and bona fide fringe
benefits (or cash equivalents thereof) due at the time of payment computed at rates not
less than those contained in the wage determination of the Secretary of Labor, which is
attached hereto and made a part hereof, regardless of any contractual relationship that
may be alleged to exist between the Contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under
Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provisions of 29 C.F.R.
§ 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly
period (but not less often than quarterly) under plans, funds, or programs, which cover
the particular weekly period, are deemed to be constructively made or incurred during
such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate
and fringe benefits on the wage determination for the classification of work actually
performed, without regard to skill, except as provided in 29 C.F.R. § 5.5(a)(4). Laborers
or mechanics performing work in more than one classification may be compensated at the
rate specified for each classification for the time actually worked therein, provided that the
employer's payroll records accurately set forth the time spent in each classification in
which work is performed. The wage determination (including any additional
classification and wage rates determined under 29 C.F.R. § 5.5(a)(1)(ii) and the Davis-
Bacon poster (WH-1321) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and accessible place where it can be
easily seen by the workers.
(2)(i) Any class of laborers or mechanics to be employed under the Contract, but not
listed in the wage determination, shall be classified in conformance with the wage
determination. EDA shall approve an additional classification and wage rate and fringe
benefits therefore only when the following criteria have been met:
(A)The work to be performed by the classification requested is not performed by
a classification in the wage determination;
(B)The classification is utilized in the area by the construction industry; and
(C)The proposed wage rate, including any bona fide fringe benefits, bears a
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-9
Economic Development Administration
Contracting Provisions for Construction Projects
reasonable relationship to the wage rates contained in the wage determination.
(ii) If the Contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and EDA or its designee agree on the
classification and wage rate (including the amount designated for fringe benefits
where appropriate), a report of the action taken shall be sent by EDA or its designee to
the Administrator of the Wage and Hour Division, Employment Standards
Administration, U.S. Department of Labor, Washington, D.C. 20210.
(iii) In the event the Contractor, the laborers or mechanics to be employed in the
classification or their representatives, and EDA or its designee do not agree on the
proposed classification and wage rate (including the amount designated for fringe
benefits, where appropriate), EDA or its designee shall refer the questions, including
the views of all interested parties and the recommendation of EDA or its designee, to
the Administrator for determination.
(iv) The wage rate (including fringe benefits where appropriate) determined pursuant
to paragraphs (a)(2)(ii) or (iii) of this section, shall be paid to all workers performing
work in the classification under this contract from the first day on which work is
performed in the classification.
(3) Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the
Contractor shall either pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent thereof.
(4) If the Contractor does not make payments to a trustee or other third person, the
Contractor may consider as part of the wages of any laborer or mechanic the amount of
any costs reasonably anticipated in providing bona fide fringe benefits under a plan or
program, provided, that the Secretary of Labor has found, upon the written request of the
Contractor, that the applicable standards of the Davis-Bacon Act have been met. The
Secretary of Labor may require the Contractor to set aside in a separate account assets for
the meeting of obligations under the plan or program.
(b) Withholding
EDA or its designee shall upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be withheld from the Contractor
under this Contract or any other federal contract with the same prime Contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held
by the same prime contractor so much of the accrued payments or advances as may be
considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers,
employed by the Contractor or any subcontractor the full amount of wages required by the
Contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee
or helper employed or working on the site of the Work in the construction or development of the
Project, all or part of the wages required by the Contract, EDA or its designee may, after written
notice to the Contractor, sponsor, applicant, or owner, take such action as may be necessary to
cause the suspension of any further payment, advance, or guarantee of funds until such violations
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have ceased. EDA or its designee may, after written notice to the Contractor, disburse such
amounts withheld for and on account of the Contractor or subcontractor to the respective
employees to whom they are due. The Comptroller General shall make such disbursements in the
case of direct Davis-Bacon Act contracts.
(c) Payrolls and basic records
(1) Payrolls and basic records relating thereto shall be maintained by the Contractor
during the course of the Work and preserved for a period of three years thereafter for
all laborers and mechanics working at the site of the Work in the construction or
development of the Project. Such records shall contain the name, address, and social
security number of each such worker, his or her correct classification, hourly rates of
wages paid (including rates of contributions or costs anticipated for bona fide fringe
benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of
the Davis-Bacon Act), daily and weekly number of hours worked, deductions made
and actual wages paid. Whenever the Secretary of Labor has found under 29 C.F.R.
§ 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any
costs reasonably anticipated in providing benefits under a plan or program described
in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records
which show that the commitment to provide such benefits is enforceable, the plan or
program is financially responsible, and the plan or program has been communicated
in writing to the laborers or mechanics affected, and provide records that show the
costs anticipated or the actual cost incurred in providing such benefits. Contractors
employing apprentices or trainees under approved programs shall maintain written
evidence of the registration of apprenticeship programs and certification of trainee
programs, the registration of the apprentices and trainees, and the ratios and wage
rates prescribed in the applicable programs.
(2) (i) For each week in which Contract work is performed, the Contractor shall submit a
copy of all payrolls to the Owner for transmission to EDA or its designee. The payrolls
submitted shall set out accurately and completely all of the information required to be
maintained under 29 C.F.R. part 5.5(a)(3)(i). This information may be submitted in any
form desired. Optional Form WH-347 is available for this purpose. It may be purchased
from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S.
Government Printing Office, Washington, D.C. 20402; or downloaded from the U.S.
Department of Labor’s website at https://www.dol.gov/whd/forms/wh347.pdf. The prime
Contractor is responsible for the submission of copies of payrolls by all subcontractors
(ii) Each payroll submitted shall be accompanied by a “Statement of Compliance,”
signed by the Contractor or subcontractor or his or her agent who pays or supervises
the payment of the persons employed under the Contract and shall certify the
following:
(A) That the payroll for the payroll period contains the information required to be
maintained under 29 C.F.R. § 5.5(a)(3)(i) and that such information is correct and
complete;
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(B) That each laborer or mechanic (including each helper, apprentice, and
trainee) employed on the Contract during the payroll period has been paid the full
weekly wages earned, without rebate, either directly or indirectly, and that no
deductions have been made either directly or indirectly from the full wages
earned, other than permissible deductions as set forth in 29 C.F.R. part 3; and
(C) That each laborer or mechanic has been paid not less than the applicable
wage rates and fringe benefits or cash equivalents for the classification of work
performed, as specified in the applicable wage determination incorporated into the
Contract.
(iii)The weekly submission of a properly executed certification set forth on the
reverse side of Optional Form WH-347 shall satisfy the requirement for submission
of the “Statement of Compliance” required by paragraph 15(c)(2)(ii) of this section.
(iv) The falsification of any of the above certifications may subject the Contractor or
subcontractor to civil or criminal prosecution under section 1001 of Title 18 and
section 3729 of Title 31 of the U.S. Code.
(3) The Contractor or subcontractor shall make the records required under paragraph
15(c)(1) of this section available for inspection, copying, or transcription by authorized
representatives of EDA or its designee or the Department of Labor, and shall permit such
representatives to interview employees during working hours on the job. If the
Contractor or subcontractor fails to submit the required records or to make them
available, EDA or its designee may, after written notice to the Contractor or Owner, take
such action as may be necessary to cause the suspension of any further payment, advance,
or guarantee of funds. Furthermore, failure to submit the required records upon request
or to make such records available may be grounds for debarment action pursuant to 29
C.F.R. § 5.12.
(d) Apprentices and Trainees.
(1) Apprentices. Apprentices will be permitted to work at less than the predetermined
rate for the work they performed when they are employed pursuant to and individually
registered in a bona fide apprenticeship program registered with the U.S. Department of
Labor, Employment and Training Administration, Bureau of Apprenticeship and
Training (Bureau), or with a State Apprenticeship Agency recognized by the Bureau, or if
a person is employed in his or her first 90 days of probationary employment as an
apprentice in such an apprenticeship program, who is not individually registered in the
program, but who has been certified by the Bureau of Apprenticeship and Training or a
State Apprenticeship Agency (where appropriate) to be eligible for probationary
employment as an apprentice. The allowable ratio of apprentices to journeymen on the
job site in any craft classification shall not be greater than the ratio permitted to the
Contractor as to the entire work force under the registered program. Any worker listed
on a payroll at an apprentice wage rate who is not registered or otherwise employed as
stated above, shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any
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apprentice performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. Where a Contractor is performing
construction on a Project in a locality other than that in which its program is registered,
the ratios and wage rates (expressed in percentages of the journeyman's hourly rate)
specified in the Contractor's or subcontractor's registered program shall be observed.
Every apprentice must be paid at not less than the rate specified in the registered program
for the apprentice's level of progress, expressed as a percentage of the journeymen hourly
rate specified in the applicable wage determination. Apprentices shall be paid fringe
benefits in accordance with the provisions of the apprenticeship program. If the
apprenticeship program does not specify fringe benefits, apprentices must be paid the full
amount of fringe benefits listed on the wage determination for the applicable
classification. If the Administrator determines that a different practice prevails for the
applicable apprentice classification, fringes shall be paid in accordance with that
determination. In the event the Bureau of Apprenticeship and Training, or a State
Apprenticeship Agency recognized by the Bureau, withdraws approval of an
apprenticeship program, the Contractor will no longer be permitted to utilize apprentices
at less than the applicable predetermined rate for the work performed until an acceptable
program is approved.
(2) Trainees. Except as provided in 29 C.F.R. § 5.16, trainees will not be permitted to
work at less than the predetermined rate for the work performed unless they are employed
pursuant to and individually registered in a program that has received prior approval,
evidenced by formal certification by the U.S. Department of Labor, Employment and
Training Administration. The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the Employment and Training
Administration. Every trainee must be paid at not less than the rate specified in the
approved program for the trainee's level of progress, expressed as a percentage of the
journeyman's hourly rate specified in the a pplicable wage determination. Trainees shall
be paid fringe benefits in accordance with the provisions of the trainee program. If the
trainee program does not mention fringe benefits, trainees shall be paid the full amount of
fringe benefits listed on the wage determination unless the Administrator of the Wage
and Hour Division determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which provides for less
than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee
rate who is not registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less than the applicable wage
rate on the wage determination for the classification of work actually performed. In
addition, any trainee performing work on the job site in excess of the ratio permitted
under the registered program shall be paid not less than the applicable wage rate on the
wage determination for the work actually performed. In the event the Employment and
Training Administration withdraws approval of a training program, the Contractor will no
longer be permitted to utilize trainees at less than the applicable predetermined rate for
the work performed until an acceptable program is approved.
(3) Equal employment opportunity. The utilization of apprentices, trainees and
journeymen under this part shall be in conformity with the equal employment opportunity
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requirements of Executive Order 11246, Equal Employment Opportunity, as amended,
and 29 C.F.R. part 30.
(e) Compliance with Copeland Anti-Kickback Act Requirements. The Contractor shall
comply with the Copeland Anti-Kickback Act (18 U.S.C. § 874 and 40 U.S.C. § 3145) as
supplemented by Department of Labor regulations (29 C.F.R. part 3, “Contractors and
Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or
Grants of the United States”). The Act provides that the Contractor and any subcontractors shall
be prohibited from inducing, by any means, any person employed in the construction,
completion, or repair of public work, to give up any part of the compensation to which they are
otherwise entitled. The Owner shall report all suspected or reported violations to EDA.
(f) Subcontracts. The Contractor and any subcontractors will insert in any subcontracts the
clauses contained in 29 C.F.R. §§ 5.5(a)(1) through (10) and such other clauses as EDA or its
designee may require, and also a clause requiring the subcontractors to include these clauses in
any lower tier subcontracts. The prime Contractor shall be responsible for the compliance by
any subcontractor or lower tier subcontractor with all the contract clauses in 29 C.F.R. § 5.5.
(g) Contract termination; debarment. The breach of the contract clauses in 29 C.F.R. § 5.5
may be grounds for termination of the contract, and for debarment as a Contractor and a
subcontractor as provided in 29 C.F.R. § 5.12.
(h) Compliance with Davis-Bacon and Related Act Requirements. All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 C.F.R. parts 1, 3, and 5 are
herein incorporated by reference in this contract.
(i) Disputes concerning labor standards. Disputes arising out of the labor standards
provisions of this Contract shall not be subject to the general disputes clause of this Contract.
Such disputes shall be resolved in accordance with the procedures of the Department of Labor
set forth in 29 C.F.R. parts 5, 6, and 7. Disputes within the meaning of this clause include
disputes between the contractor (or any of its subcontractors) and EDA or its designee, the U.S.
Department of Labor, or the employees or their representatives.
(j) Certification of Eligibility.
(1)By entering into this Contract, the Contractor certifies that neither it nor any person or
firm that has an interest in the Contractor's firm is a person or firm ineligible to be
awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29
C.F.R. § 5.12(a)(1).
(2) No part of this Contract shall be subcontracted to any person or firm ineligible for
award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29
C.F.R. § 5.12(a)(1).
(3) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18
U.S.C. § 1001.
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16.LABOR STANDARDS - CONTRACT WORK HOURS AND SAFETY
STANDARDS ACT
As used in this paragraph, the terms “laborers” and “mechanics” include watchmen and guards.
(a) Overtime requirements. No Contractor or subcontractor contracting for any part of the
Contract work, which may require or involve the employment of laborers or mechanics, shall
require or permit any such laborer or mechanic in any workweek in which that person is
employed on such work to work in excess of forty hours in such workweek unless such laborer
or mechanic receives compensation at a rate not less than one and one-half times the basic rate
of pay for all hours worked in excess of forty hours in such workweek.
(b) Violation; liability for unpaid wages, liquidated damages. In the event of any violation of
the clause set forth in paragraph (a) of this section, the Contractor and any subcontractor
responsible therefore shall be liable for the unpaid wages. In addition, such Contractor and
subcontractor shall be liable to the United States (in the case of work done under contract for the
District of Columbia or a territory, to such District or to such territory), for liquidated damages.
Such liquidated damages shall be computed with respect to each individual laborer or mechanic,
including watchmen and guards, employed in violation of the clause set forth in paragraph (a) of
this section, in the sum of $10 for each calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty hours without payment of the
overtime wages required by the clause set forth in paragraph (a) of this section.
(c) Withholding for unpaid wages and liquidated damages. EDA or its designee shall upon
its own action or upon written request of an authorized representative of the Department of Labor
withhold or cause to be withheld, from any monies payable on account of work performed
by the Contractor or subcontractor under any such Contract or any other federal contract with the
same prime Contractor, or any other federally-assisted contract subject to the Contract Work
Hours and Safety Standards Act, which is held by the same prime Contractor such sums as may
be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for
unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b) of this
section.
(d) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set
forth in paragraphs (a) through (c) of this section and also a clause requiring the subcontractors to
include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for
compliance by any subcontractor or lower tier subcontractor with the clauses set forth in
paragraphs (a) through (c) of this section.
17.EQUAL EMPLOYMENT OPPORTUNITY
(a) The Recipient hereby agrees that it will incorporate or cause to be incorporated into any
contract for construction work, or modification thereof, as defined in the regulations of the
Secretary of Labor at 41 C.F.R. chapter 60, which is paid for in whole or in part with funds
obtained from EDA, the following equal opportunity clause:
During the performance of this contract, the Contractor agrees as follows:
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(1) The Contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, sexual orientation, gender identity, or
national origin. The Contractor will take affirmative action to ensure that applicants are
employed, and that employees are treated during employment without regard to their
race, color, religion, sex, sexual orientation, gender identity, or national origin. Such
action shall include, but not be limited to the following: Employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates
of pay or other forms of compensation; and selection for training including
apprenticeship. The Contractor agrees to post in conspicuous places available to
employees and applicants for employment notices to be provided setting forth the
provisions of this nondiscrimination clause.
(2) The Contractor will, in all solicitations or advertisements for employees placed by or
on behalf of the Contractor state that all qualified applicants will receive consideration
for employment without regard to race, color, religion, sex, sexual orientation, gender
identity, or national origin.
(3) The contractor will not discharge or in any other manner discriminate against any
employee or applicant for employment because such employee or applicant has inquired
about, discussed, or disclosed the compensation of the employee or applicant or another
employee or applicant. This provision shall not apply to instances in which an employee
who has access to the compensation information of other employees or applicants as a
part of such employee's essential job functions discloses the compensation of such other
employees or applicants to individuals who do not otherwise have access to such
information, unless such disclosure is in response to a formal complaint or charge, in
furtherance of an investigation, proceeding, hearing, or action, including an investigation
conducted by the employer, or is consistent with the contractor's legal duty to furnish
information.
(4) The Contractor will send to each labor union or representative of workers with which
it has a collective bargaining agreement or other contract or understanding, a notice to be
provided advising the said labor union or workers representatives of the Contractor's
commitments hereunder, and shall post copies of the notice in conspicuous places
available to employees and applicants for employment.
(5) The Contractor will comply with all provisions of Executive Order 11246 of
September 24, 1965 and of the rules, regulations, and relevant orders of the Secretary of
Labor.
(6) The Contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to its books, records, and accounts by
EDA and the Secretary of Labor for purposes of investigation to ascertain compliance
with such rules, regulations, and orders.
(7) In the event of the Contractor's noncompliance with the nondiscrimination clauses of
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this Contract or with any of the said rules, regulations, or orders, this Contract may be
canceled, terminated, or suspended in whole or in part and the Contractor may be
declared ineligible for further Government contracts or federally-assisted construction
contracts in accordance with procedures authorized in Executive Order 11246 of
September 24, 1965, and such other sanctions may be imposed and remedies invoked as
provided in Executive Order 11246 of September 24, 1965, or by rule, regulation or
order of the Secretary of Labor, or as otherwise provided by law.
(8) The Contractor will include the portion of the sentence immediately preceding
paragraph 17(a)(1) and the provisions of paragraphs 17(a)(1) through (8) in every
subcontract or purchase order unless exempted by rules, regulations, or orders of the
Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of
September 24, 1965, so that such provisions will be binding upon each subcontractor or
vendor. The Contractor will take such action with respect to any subcontract or purchase
order as EDA or the Secretary of Labor may direct as a means of enforcing such
provisions, including sanctions for noncompliance. Provided, however, that in the event
the Contractor becomes involved in or is threatened with litigation with a subcontractor
or vendor as a result of such direction by EDA or the Secretary of Labor, the Contractor
may request the United States to enter into such litigation to protect the interests of the
United States.
(9) The Recipient further agrees that it will be bound by the above equal opportunity
clause with respect to its own employment practices when it participates in federally-
assisted construction work. Provided, however, that if the Recipient so participating is a
State or local government, the above equal opportunity clause is not applicable to any
agency, instrumentality, or subdivision of such government that does not participate in
work on or under the Contract.
(10) The Recipient agrees that it will assist and cooperate actively with EDA and the
Secretary of Labor in obtaining the compliance of contractors and subcontractors with the
equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of
Labor, that it will furnish EDA and the Secretary of Labor such information as they may
require for the supervision of such compliance, and that it will otherwise assist EDA in
the discharge of the EDA’s primary responsibility for securing compliance.
(11) The Recipient further agrees that it will refrain from entering into any contract or
contract modification subject to Executive Order 11246 of September 24, 1965, with a
Contractor debarred from, or who has not demonstrated eligibility for, Government
contracts and federally assisted construction contracts pursuant to the Executive Order
and will carry out such sanctions and penalties for violation of the equal opportunity
clause as may be imposed upon contractors and subcontractors by EDA or the Secretary
of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the Recipient
agrees that if it fails or refuses to comply with these undertakings, EDA may take any or
all of the following actions: Cancel, terminate, or suspend in whole or in part this EDA
financial assistance; refrain from extending any further assistance to the applicant under
the program with respect to which the failure or refund occurred until satisfactory
assurance of future compliance has been received from such applicant; and refer the case
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to the Department of Justice for appropriate legal proceedings.
(b) Exemptions to Above Equal Opportunity Clause (41 C.F.R. chapter 60):
(1) Contracts and subcontracts not exceeding $10,000 (other than Government bills of
lading, and other than contracts and subcontracts with depositories of Federal funds in
any amount and with financial institutions which are issuing and paying agents for U.S.
savings bonds and savings notes) are exempt. The amount of the Contract, rather than
the amount of the federal financial assistance, shall govern in determining the
applicability of this exemption.
(2) Except in the case of subcontractors for the performance of construction work at the
site of construction, the clause shall not be required to be inserted in subcontracts below
the second tier.
(3) Contracts and subcontracts not exceeding $10,000 for standard commercial supplies
or raw materials are exempt.
18.CONTRACTING WITH SMALL, MINORITY AND WOMEN’S BUSINESSES
(a) If the Contractor intends to let any subcontracts for a portion of the work, the Contractor
shall take affirmative steps to assure that small, minority and women’s businesses are used when
possible as sources of supplies, equipment, construction, and services.
(b) Affirmative steps shall consist of:
(1) Placing qualified small and minority businesses and women’s business enterprises on
solicitation lists;
(2) Ensuring that small and minority businesses and women’s business enterprises are
solicited whenever they are potential sources;
(3) Dividing total requirements, when economically feasible, into smaller tasks or
quantities to permit maximum participation by small and minority businesses and
women’s business enterprises;
(4) Establishing delivery schedules, where the requirements of the contract permit, which
encourage participation by small and minority businesses and women’s business
enterprises;
(5) Using the services and assistance of the U.S. Small Business Administration, the
Minority Business Development Agency of the U.S. Department of Commerce, and State
and local governmental small business agencies;
(6) Requiring each party to a subcontract to take the affirmative steps of this section; and
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Contracting Provisions for Construction Projects
(7) The Contractor is encouraged to procure goods and services from labor surplus area
firms.
19.HEALTH, SAFETY, AND ACCIDENT PREVENTION
(a) In performing this contract, the Contractor shall:
(1) Ensure that no laborer or mechanic shall be required to work in surroundings or
under working conditions which are unsanitary, hazardous, or dangerous to their health
and/or safety as determined under construction safety and health standards promulgated
by the Secretary of Labor by regulation;
(2) Protect the lives, health, and safety of other persons;
(3) Prevent damage to property, materials, supplies, and equipment; and
(4) Avoid work interruptions.
(b) For these purposes, the Contractor shall:
(1) Comply with regulations and standards issued by the Secretary of Labor at 29 C.F.R.
part 1926. Failure to comply may result in imposition of sanctions pursuant to the
Contract Work Hours and Safety Standards Act (40 U.S.C. §§ 3701 – 3708); and
(2) Include the terms of this clause in every subcontract so that such terms will be
binding on each subcontractor.
(c) The Contractor shall maintain an accurate record of exposure data on all accidents incident to
work performed under this Contract resulting in death, traumatic injury, occupational disease, or
damage to property, materials, supplies, or equipment, and shall report this data in the manner
prescribed by 29 C.F.R. part 1904.
(d) The Owner shall notify the Contractor of any noncompliance with these requirements and of
the corrective action required. This notice, when delivered to the Contractor or the Contractor’s
representative at the site of the Work, shall be deemed sufficient notice of the noncompliance
and corrective action required. After receiving the notice, the Contractor shall immediately take
corrective action. If the Contractor fails or refuses to take corrective action promptly, the Owner
may issue an order stopping all or part of the Work until satisfactory corrective action has been
taken. The Contractor shall not base any claim or request for equitable adjustment for additional
time or money on any stop order issued under these circumstances.
(e) The Contractor shall be responsible for its subcontractors’ compliance with the provisions of
this clause. The Contractor shall take such action with respect to any subcontract as EDA, or the
Secretary of Labor shall direct as a means of enforcing such provisions.
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20.CONFLICT OF INTEREST AND OTHER PROHIBITED INTERESTS
(a) No official of the Owner who is authorized in such capacity and on behalf of the Owner to
negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or
approving any architectural, engineering, inspection, construction or material supply contract or
any subcontract in connection with the construction of the Project, shall become directly or
indirectly interested personally in this Contract or in any part hereof.
(b) No officer, employee, architect, attorney, engineer, or inspector of or for the Owner who is
authorized in such capacity and on behalf of the Owner to exercise any legislative, executive,
supervisory or other similar functions in connection with the construction of the Project, shall
become directly or indirectly interested personally in this Contract or in any part thereof, any
material supply contract, subcontract, insurance contract, or any other contract pertaining to the
Project.
(c) The Contractor may not knowingly contract with a supplier or manufacturer if the individual
or entity who prepared the Contract Documents has a corporate or financial affiliation with the
supplier or manufacturer.
(d) The Owner’s officers, employees, or agents shall not engage in the award or administration
of this Contract if a conflict of interest, real or apparent, may be involved. Such a conflict may
arise when: (i) the employee, officer or agent; (ii) any member of their immediate family; (iii)
their partner or (iv) an organization that employs, or is about to employ, any of the above, has a
financial interest in the Contractor. The Owner’s officers, employees, or agents shall neither
solicit nor accept gratuities, favors, or anything of monetary value from the Contractor or
subcontractors.
(e) If the Owner finds after a notice and hearing that the Contractor, or any of the Contractor’s
agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or
otherwise) to any official, employee, or agent of the Owner or EDA in an attempt to secure this
Contract or favorable treatment in awarding, amending, or making any determinations related to
the performance of this Contract, the Owner may, by written notice to the Contractor, terminate
this Contract. The Owner may also pursue other rights and remedies that the law or this Contract
provides. However, the existence of the facts on which the Owner bases such findings shall be
an issue and may be reviewed in proceedings under the dispute resolution provisions of this
Contract.
(f) In the event this Contract is terminated as provided in paragraph (e) of this section, the
Owner may pursue the same remedies against the Contractor as it could pursue in the event of a
breach of this Contract by the Contractor. As a penalty, in addition to any other damages to
which it may be entitled by law, the Owner may pursue exemplary damages in an amount (as
determined by the Owner) which shall not be less than three nor more than ten times the costs the
Contractor incurs in providing any such gratuities to any such officer or employee.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-20
Economic Development Administration
Contracting Provisions for Construction Projects
21.RESTRICTIONS ON LOBBYING
(a) This Contract, or subcontract is subject to 31 U.S.C. § 1352, regarding lobbying restrictions.
The section is explained in the common rule, 15 C.F.R. part 28 (55 FR 6736-6748, February 26,
1990). Each bidder under this Contract or subcontract is generally prohibited from using federal
funds for lobbying the Executive or Legislative Branches of the Federal Government in
connection with this EDA Award.
(b) Contract Clause Threshold: This Contract Clause regarding lobbying must be included in
each bid for a contract or subcontract exceeding $100,000 of federal funds at any tier under the
EDA Award.
(c) Certification and Disclosure: Each bidder of a contract or subcontract exceeding $100,000
of federal funds at any tier under the federal Award must file Form CD-512, Certification
Regarding Lobbying – Lower Tier Covered Transactions, and, if applicable, Standard Form-
LLL, Disclosure of Lobbying Activities, regarding the use of any nonfederal funds for lobbying.
Certifications shall be retained by the Contractor or subcontractor at the next higher tier. All
disclosure forms, however, shall be forwarded from tier to tier until received by the Recipient of
the EDA Award, who shall forward all disclosure forms to EDA.
(d) Continuing Disclosure Requirement: Each Contractor or subcontractor that is subject to
the Certification and Disclosure provision of this Contract Clause is required to file a disclosure
form at the end of each calendar quarter in which there occurs any event that requires disclosure
or that materially affects the accuracy of the information contained in any disclosure form
previously filed by such person. Disclosure forms shall be forwarded from tier to tier until
received by the Recipient of the EDA Award, who shall forward all disclosure forms to EDA.
(e) Indian Tribes, Tribal Organizations, or Other Indian Organizations: Indian tribes,
tribal organizations, or any other Indian organizations, including Alaskan Native organizations,
are excluded from the above lobbying restrictions and reporting requirements, but only with
respect to expenditures that are by such tribes or organizations for lobbying activities permitted
by other federal law. An Indian tribe or organization that is seeking an exclusion from
Certification and Disclosure requirements must provide EDA with the citation of the provision or
provisions of federal law upon which it relies to conduct lobbying activities that would otherwise
be subject to the prohibitions in and to the Certification and Disclosure requirements of 31
U.S.C. § 1352, preferably through an attorney's opinion. Note, also, that a non-Indian
subrecipient, contractor, or subcontractor under an award to an Indian tribe, for example, is
subject to the restrictions and reporting requirements.
22.HISTORICAL AND ARCHAEOLOGICAL DATA PRESERVATION
The Contractor agrees to facilitate the preservation and enhancement of structures and objects of
historical, architectural or archaeological significance and when such items are found and/or
unearthed during the course of project construction. Any excavation by the Contractor that
uncovers an historical or archaeological artifact shall be immediately reported to the Owner and
a representative of EDA. Construction shall be temporarily halted pending the notification
process and further directions issued by EDA after consultation with the State Historic
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-21
Economic Development Administration
Contracting Provisions for Construction Projects
Preservation Officer (SHPO) for recovery of the items. See the National Historic Preservation
Act of 1966 (54 U.S.C. § 300101 et seq., formerly at 16 U.S.C. § 470 et seq.) and Executive
Order No. 11593 of May 31, 1971.
23.CLEAN AIR AND WATER
Applicable to Contracts in Excess of $150,000
(a) Definition. “Facility” means any building, plant, installation, structure, mine, vessel, or
other floating craft, location, or site of operations, owned, leased, or supervised by the Contractor
or any subcontractor, used in the performance of the Contract or any subcontract. When a
location or site of operations includes more than one building, plant, installation, or structure, the
entire location or site shall be deemed a facility except when the Administrator, or a designee, of
the United States Environmental Protection Agency (EPA) determines that independent facilities
are collocated in one geographical area.
(b) In compliance with regulations issued by the EPA, 2 C.F.R. part 1532, pursuant to the Clean
Air Act, as amended (42 U.S.C. § 7401 et seq.); the Federal Water Pollution Control Act, as
amended (33 U.S.C. § 1251 et seq.); and Executive Order 11738, the Contractor agrees to:
(1) Not utilize any facility in the performance of this contract or any subcontract which is
listed on the Excluded Parties List System, part of the System for Award Management
(SAM), pursuant to 2 C.F.R. part 1532 for the duration of time that the facility remains on
the list;
(2) Promptly notify the Owner if a facility the Contractor intends to use in the
performance of this contract is on the Excluded Parties List System or the Contractor
knows that it has been recommended to be placed on the List;
(3) Comply with all requirements of the Clean Air Act and the Federal Water Pollution
Control Act, including the requirements of section 114 of the Clean Air Act and section
308 of the Federal Water Pollution Control Act, and all applicable clean air and clean
water standards; and
(4) Include or cause to be included the provisions of this clause in every subcontract and
take such action as EDA may direct as a means of enforcing such provisions.
24.USE OF LEAD-BASED PAINTS ON RESIDENTIAL STRUCTURES
(a) If the work under this Contract involves construction or rehabilitation of residential structures
over $5,000, the Contractor shall comply with the Lead-based Paint Poisoning Prevention Act
(42 U.S.C. § 4831). The Contractor shall assure that paint or other surface coatings used in a
residential property does not contain lead equal to or in excess of 1.0 milligram per square
centimeter or 0.5 percent by weight or 5,000 parts per million (ppm) by weight. For purposes
of this section, “residential property” means a dwelling unit, common areas, building exterior
surfaces, and any surrounding land, including outbuildings, fences and play equipment
affixed to the land, belonging to an owner and available for use by residents, but not
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-22
Economic Development Administration
Contracting Provisions for Construction Projects
including land used for agricultural, commercial, industrial or other non-residential purposes,
and not including paint on the pavement of parking lots, garages, or roadways.
(b) As a condition to receiving assistance under PWEDA, recipients shall assure that the
restriction against the use of lead-based paint is included in all contracts and
subcontracts involving the use of federal funds.
25.ENERGY EFFICIENCY
The Contractor shall comply with all standards and policies relating to energy efficiency which
are contained in the energy conservation plan issued in compliance with the Energy Policy and
Conservation Act (42 U.S.C. § 6201) for the State in which the Work under the Contract is
performed.
26.ENVIRONMENTAL REQUIREMENTS
When constructing a Project involving trenching and/or other related earth excavations, the
Contractor shall comply with the following environmental constraints:
(1) Wetlands. When disposing of excess, spoil, or other construction materials on
public or private property, the Contractor shall not fill in or otherwise convert wetlands.
(2) Floodplains. When disposing of excess, spoil, or other construction materials on
public or private property, the Contractor shall not fill in or otherwise convert 100 year
floodplain areas delineated on the latest Federal Emergency Management Agency
(FEMA) Floodplain Maps, or other appropriate maps, i.e., alluvial soils on Natural
Resource Conservation Service (NRCS) Soil Survey Maps.
(3) Endangered Species. The Contractor shall comply with the Endangered Species
Act, which provides for the protection of endangered and/or threatened species and
critical habitat. Should any evidence of the presence of endangered and/or threatened
species or their critical habitat be brought to the attention of the Contractor, the
Contractor will immediately report this evidence to the Owner and a representative of
EDA. Construction shall be temporarily halted pending the notification process and
further directions issued by EDA after consultation with the U.S. Fish and Wildlife
Service.
27.DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY
EXCLUSIONS
As required by Executive Orders 12549 and 12689, Debarment and Suspension, 2 C.F.R. Part 180
and implemented by the Department of Commerce at 2 C.F.R. part 1326, for prospective
participants in lower tier covered transactions (except subcontracts for goods or services under the
$25,000 small purchase threshold unless the subrecipient will have a critical influence on or
substantive control over the award), the Contractor agrees that:
(1) By entering into this Contract, the Contractor and subcontractors certify, that neither
it nor its principals is presently debarred, suspended, proposed for debarment, declared
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-23
Economic Development Administration
Contracting Provisions for Construction Projects
ineligible, or voluntarily excluded from participation in this Contract by any federal
department or agency.
(2) Where the Contractor or subcontractors are unable to certify to any of the statements
in this certification, the Contractor or subcontractors shall attach an explanation to this
bid.
See also 2 C.F.R. part 180 and 2 C.F.R. § 200.342.
28.EDA PROJECT SIGN
The Contractor shall supply, erect, and maintain in good condition a Project sign according to the
specifications provided by EDA. To the extent practical, the sign should be a free standing sign.
Project signs shall not be located on public highway rights-of-way. Location and height of signs
will be coordinated with the local agency responsible for highway or street safety in the Project
area, if any possibility exists for obstructing vehicular traffic line of sight. Whenever the EDA
site sign specifications conflict with State law or local ordinances, the EDA Regional Director
will permit such conflicting specifications to be modified so as to comply with State law or local
ordinance.
29.BUY AMERICA
To the greatest extent practicable, contractors are encouraged to purchase American-
made equipment and products with funding provided under EDA financial assistance
awards.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
EDA-CP-24
EDA PROJECT SIGN
The Contractor shall supply, erect, and maintain in good condition a project sign according to the
specifications set forth below:
EDA SITE SIGN SPECIFICATIONS
Size: 4' x 8' x ¾"
Materials: Exterior grade/MDO plywood (APA rating A-B)
Supports: 4" x 4" x 12' posts with 2" x 4" cross branching
Erection: Posts shall be set a minimum of three feet deep in concrete footings that are at least 12"
Paint:
Colors:
diamin eter.
Outdoor enamel
Jet Black, Blue (PMS300), and Gold (PMS7406). Specifically, on white background
the following will be placed:
The U. S. Department of Commerce seal in blue, black, and gold;
“EDA” in blue;
“U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT
ADMINISTRATION” in black;
“In partnership with” in blue;
(Actual name of the) “EDA Grant Recipient” in black;
“Joseph R. Biden, Jr., President of the United States” in black.
Lettering: Specific fonts are named below; positioning will be as shown on the attached illustration.
“U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT
ADMINISTRATION” use Bank Gothic Medium -
“In partnership with” use UniversTM 55 Oblique -
OMB Number: 0610-0096
Expiration Date: 11/30/2021
(Name of) “EDA Grant Recipient” use UniversTM Extra Black 85
“Joseph R. Biden, Jr., President of the United States” use UniversTM 55 Oblique -
Project signs will not be erected on public highway rights-of-way. If any possibility exists for
obstruction to traffic line of sight, the location and height of the sign will be coordinated with the agency
responsible for highway or street safety in the area.
The EDA Regional Director may permit modifications to these specifications if they conflict with state
law or local ordinances.
OMB Number: 0610-0096
Expiration Date: 11/30/2021
OMB Number: 0610-0096
Expiration Date: 11/30/2021
Joseph R. Biden, Jr.,
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
CITY OF PASCO
AMENDMENTS TO THE STANDARD SPECIFICATIONS
DIVISION 1
City of Pasco Special Provisions ....................................................................................................... SS-1
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
SPECIAL PROVISIONS
DIVISIONS 1 THROUGH 9
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
CITY OF PASCO
JANUARY 2021 SP – i 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
TABLE OF CONTENTS
SECTION # TITLE PAGE #
DIVISION 1 GENERAL REQUIREMENTS
1-02 Bid Procedures and Conditions ................................................................................. SP-1
1-02.4 Examination of Plans, Specifications, and Site of Work ....................................... SP-1
1-02.4(2) Subsurface Information .................................................................................. SP-1
1-04 Scope of Work ........................................................................................................... SP-1
1-04.4 Minor Changes .................................................................................................... SP-1
1-04.6 Variation in Estimated Quantities ......................................................................... SP-1
1-05 Control of Work ......................................................................................................... SP-2
1-05.4 Conformity With and Deviations From Plans and Stakes ..................................... SP-2
1-05.16 Record Drawings ................................................................................................. SP-4
1-07 legal relations and responsibilities to the public ......................................................... SP-6
1-07.15 Temporary Water Pollution Prevention ................................................................ SP-6
1-07.15(1) Spill Prevention, Control, and Countermeasures (SPCC) Plan....................... SP-6
1-07.17 Utilities and Similar Facilities ............................................................................... SP-7
1-07.17(2) Utility Construction, Removal or Relocation by Others ................................... SP-7
1-07.24 Rights-of-Way ...................................................................................................... SP-9
1-08 Prosecution and Progress ....................................................................................... SP-10
1-08.9 Liquidated Damages .......................................................................................... SP-10
1-09 Measurement and Payment ..................................................................................... SP-10
1-09.6 Force Account ................................................................................................... SP-10
1-10 Temporary Traffic Control ........................................................................................ SP-10
1-10.1 General .............................................................................................................. SP-10
1-10.4 Measurement ..................................................................................................... SP-12
1-10.5 Payment ............................................................................................................ SP-12
1-10.5(1) Lump Sum Bid for Project ............................................................................ SP-12
DIVISION 2 EARTHWORK
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ........................................... SP-13
2-01.2 Disposal of Usable Materials and Debris ........................................................... SP-13
2-01.2(2) Disposal Method No. 2 – Waste Site ............................................................ SP-13
2-01.3 Construction Requirements ............................................................................... SP-13
2-01.3(4) Roadside Cleanup ....................................................................................... SP-13
2-01.5 Payment ............................................................................................................ SP-13
2-02 Removal of Structures and Obstructions ................................................................. SP-13
2-02.1 Description ........................................................................................................ SP-13
2-02.3 Construction Requirements ............................................................................... SP-14
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters ................................ SP-14
2-02.3(4) Sawcutting ................................................................................................... SP-14
2-02.3(5) Removal and/or Resetting of Miscellaneous Items ....................................... SP-15
2-02.5 Payment ............................................................................................................ SP-15
2-09 Structure Excavation ............................................................................................... SP-15
2-09.1 Description ........................................................................................................ SP-15
2-09.3 Construction Requirements ............................................................................... SP-15
2-09.3(1) General Requirements ................................................................................. SP-15
2-09.4 Measurement ..................................................................................................... SP-16
CITY OF PASCO SPECIAL PROVISIONS
TABLE OF CONTENTS
JANUARY 2021 SP – ii 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
2-09.5 Payment ............................................................................................................ SP-16
2-11 Trimming and Cleanup ............................................................................................ SP-16
2-11.3 Construction Requirements ............................................................................... SP-16
DIVISION 4 BASES
4-04 Ballast and Crushed Surfacing ................................................................................ SP-17
4-04.1 Description ........................................................................................................ SP-17
4-04.2 Materials ............................................................................................................ SP-17
4-04.3 Construction Requirements ............................................................................... SP-17
4-04.3(1) Equipment.................................................................................................... SP-17
4-04.3(2) Subgrade ..................................................................................................... SP-17
4-04.3(3) Mixing .......................................................................................................... SP-18
4-04.3(4) Placing and Spreading ................................................................................. SP-18
4-04.3(5) Shaping and Compaction ............................................................................. SP-18
4-04.3(7) Miscellaneous Requirements ....................................................................... SP-19
4-04.3(8) Weather Limitations ..................................................................................... SP-19
4-04.3(9) Hauling ........................................................................................................ SP-19
4-04.4 Measurement ..................................................................................................... SP-19
4-04.5 Payment ............................................................................................................ SP-19
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS
5-04 Hot Mix Asphalt ....................................................................................................... SP-21
5-04.2 Materials ............................................................................................................ SP-21
5-04.3 Construction Requirements ............................................................................... SP-21
5-04.3(4) Preparation of Existing Paved Surfaces ....................................................... SP-21
5-04.3(4)C Pavement Repair ................................................................................... SP-21
5-04.3(6) Mixing .......................................................................................................... SP-21
5-04.3(9) HMA Mixture Acceptance ............................................................................. SP-23
5-04.3(9)A Test Sections ......................................................................................... SP-23
5-04.3(17) Incidental Uses for HMA .............................................................................. SP-23
5-04.4 Measurement ..................................................................................................... SP-23
5-04.5 Payment ............................................................................................................ SP-24
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS,
WATERMAINS, AND CONDUITS
7-14 Hydrants .................................................................................................................. SP-25
7-14.1 Description ........................................................................................................ SP-25
7-14.3 Construction Requirements ............................................................................... SP-25
7-14.3(3) Resetting Existing Hydrants ......................................................................... SP-25
7-14.4 Measurement ..................................................................................................... SP-25
7-14.5 Payment ............................................................................................................ SP-25
7-20 Pipe and Fittings for Forcemains ............................................................................. SP-26
7-20.1 Description ........................................................................................................ SP-26
7-20.2 Materials ............................................................................................................ SP-26
7-20.3 Construction Requirements ............................................................................... SP-26
7-20.3(1) Grade and Alignment ................................................................................... SP-26
7-20.3(2) Trench Excavation ....................................................................................... SP-26
7-20.3(3) Bedding the Pipe.......................................................................................... SP-27
7-20.3(4) Backfilling the Pipe ....................................................................................... SP-27
7-20.3(5) General Pipe Installation .............................................................................. SP-27
CITY OF PASCO SPECIAL PROVISIONS
TABLE OF CONTENTS
JANUARY 2021 SP – iii 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
7-20.3(6) Handling and Storage of HDPE .................................................................... SP-33
7-20.3(7) Connections ................................................................................................. SP-34
7-20.3(8) Hydrostatic Pressure Test ............................................................................ SP-34
7-20.3(9) Tracer Wire Testing ..................................................................................... SP-34
7-20.4 Measurement ..................................................................................................... SP-35
7-20.5 Payment ............................................................................................................ SP-36
7-21 Valves for Forcemains ............................................................................................. SP-37
7-21.1 Description ........................................................................................................ SP-37
7-21.2 Materials ............................................................................................................ SP-37
7-21.2(1) Plug Valves .................................................................................................. SP-37
7-21.2(2) Combination Air Valves for Wastewater ....................................................... SP-37
7-21.3 Construction Requirements ............................................................................... SP-39
7-21.4 Measurement ..................................................................................................... SP-39
7-21.5 Payment ............................................................................................................ SP-39
DIVISION 8 MISCELLANEOUS CONSTRUCTION
8-01 Erosion Control and Water pollution control ............................................................. SP-41
8-01.1 Description ........................................................................................................ SP-41
8-01.2 Materials ............................................................................................................ SP-41
8-01.3 Construction Requirements ............................................................................... SP-41
8-01.3(1) General ........................................................................................................ SP-41
8-01.3(1)A Submittals .............................................................................................. SP-43
8-01.3(1)B Certified Erosion and Sediment Control Lead (CESCL).......................... SP-43
8-01.3(1)B1 Erosion Control and Water Quality Monitoring Logbook ......................... SP-43
8-01.3(1)C Water Management ................................................................................ SP-43
8-01.3(1)F Permits ................................................................................................... SP-44
8-01.3(1)G Reporting ............................................................................................... SP-44
8-01.3(1)H Sediment Trapping ................................................................................. SP-45
8-01.3(1)I Temporary Stabilization .......................................................................... SP-46
8-01.3(1)J Permanent Stabilization ......................................................................... SP-46
8-01.3(1)K Erosion Control Best Management Practices ......................................... SP-47
8-01.3(8) Street Cleaning ............................................................................................ SP-47
8-01.3(15) Maintenance ................................................................................................ SP-47
8-01.3(15)A Temporary Suspension of Work ............................................................. SP-47
8-01.3(15)B Monitoring .............................................................................................. SP-48
8-01.3(16) Removal ...................................................................................................... SP-49
8-01.4 Measurement ..................................................................................................... SP-49
8-01.5 Payment ............................................................................................................ SP-49
8-01.6 Penalties ............................................................................................................ SP-49
8-01.7 Clean-up ............................................................................................................ SP-50
8-02 Roadside Restoration .............................................................................................. SP-50
8-02.4 Measurement ..................................................................................................... SP-50
8-04 Cement Concrete Traffic Curb and Gutter................................................................ SP-50
8-04.1 Description ........................................................................................................ SP-50
8-04.4 Measurement ..................................................................................................... SP-50
8-04.5 Payment ............................................................................................................ SP-51
8-18 Mailbox Support ...................................................................................................... SP-51
8-18.1 Description ........................................................................................................ SP-51
8-18.3 Construction Requirements ............................................................................... SP-51
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8-18.4 Measurement ..................................................................................................... SP-51
8-18.5 Payment ............................................................................................................ SP-51
8-19 EDA Project Sign ..................................................................................................... SP-52
8-19.1 Description ........................................................................................................ SP-52
8-19.2 Materials ............................................................................................................ SP-52
8-19.3 Construction Requirements ............................................................................... SP-52
8-19.4 Measurement ..................................................................................................... SP-53
8-19.5 Payment ............................................................................................................ SP-53
8-22 Pavement Markings ................................................................................................. SP-53
8-22.2 Materials ............................................................................................................ SP-53
8-22.3 Construction Requirements ............................................................................... SP-53
8-22.4 Measurement ..................................................................................................... SP-53
8-22.5 Payment ............................................................................................................ SP-53
8-26 Infiltration Facility Relocation ................................................................................... SP-54
8-26.1 Description ........................................................................................................ SP-54
8-26.2 Materials ............................................................................................................ SP-54
8-26.3 Construction Requirements ............................................................................... SP-54
8-26.4 Measurement ..................................................................................................... SP-54
8-26.5 Payment ............................................................................................................ SP-54
DIVISION 9 MATERIALS
9-14 Erosion Control and roadside planting ..................................................................... SP-55
9-14.2 Topsoil ..................................................................................................................... SP-55
9-14.2(1) Topsoil, Type A ............................................................................................ SP-55
9-14.3 Seed ........................................................................................................................ SP-55
9-14.4 Fertilizer .................................................................................................................. SP-56
9-14.5 Mulch and Amendments .......................................................................................... SP-56
9-14.5(3) Bark or Wood Chip Mulch ............................................................................ SP-56
9-14.6 Erosion Control Devices .......................................................................................... SP-57
9-14.6(2) Biodegradable Erosion Control Blanket ........................................................ SP-57
9-14.6(2)D Approval and Acceptance of Biodegradable Erosion Control Blanket ..... SP-57
9-14.7 Plant Materials ................................................................................................... SP-57
9-14.7(2) Quality ......................................................................................................... SP-57
9-14.7(3) Handling and Shipping ................................................................................. SP-57
9-14.7(5) Tagging ........................................................................................................ SP-58
9-14.7(6) Inspection .................................................................................................... SP-58
9-14.7(7) Substitution of Plants ................................................................................... SP-58
9-14.7(8) Temporary Storage ...................................................................................... SP-58
9-14.9 Landscape Miscellaneous Items ........................................................................ SP-59
9-30 Water Distribution Materials ..................................................................................... SP-59
9-30.1 Pipe ................................................................................................................... SP-59
9-30.1(7) High Density Polyethylene Pipe (HDPE) ...................................................... SP-59
9-30.2 Fittings ............................................................................................................... SP-61
9-30.2(2) High Density Polyethylene Pipe (HDPE) Fittings .......................................... SP-61
CITY OF PASCO SPECIAL PROVISIONS
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INTRODUCTION TO THE SPECIAL PROVISIONS
(August 14, 2013 APWA GSP)
The work on this project shall be accomplished in accordance with the 2021 Standard
Specifications for Road, Bridge, and Municipal Construction, 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, are made a part of the Contract
Documents, shall govern all of the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various
sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each
Provision either supplements, modifies, or replaces the comparable Standard Specification, or is
a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion
of the Standard Specifications is meant to pertain only to that particular portion of the section,
and in no way should it be interpreted that the balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under
the headers of each GSP, with the effective date of the GSP and its source. For example:
• (March 8, 2013 APWA GSP)
• (April 1, 2013 WSDOT GSP)
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways, currently
adopted edition, with Washington State modifications, if any
• Standard Plans for Road, Bridge, and Municipal Construction, WSDOT/APWA,
current edition
• City of Pasco Amendments to Division 1
• Contractor shall obtain copies of these publications, at Contractor’s own expense.
CITY OF PASCO SPECIAL PROVISIONS
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CITY OF PASCO
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DIVISION 1
GENERAL REQUIREMENTS
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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CITY OF PASCO
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DIVISION 1
GENERAL REQUIREMENTS
1-02 BID PROCEDURES AND CONDITIONS
1-02.4 Examination of Plans, Specifications, and Site of Work
1-02.4(2) Subsurface Information
(Special Provision) Supplemental
A geotechnical engineering study has been prepared and is included as an Appendix to
these specifications. The report is titled “Geotechnical Engineering Report, Columbia
East Force Main, Pasco WA”, prepared by Shannon and Wilson, Inc. Contractor shall
make his own independent examination, deductions, and conclusions as to the nature of
the materials to be excavated to determine how the soils and subsurface conditions will
affect the project.
1-04 SCOPE OF WORK
1-04.4 Minor Changes
(Special Provision) New
Payments or credits for changes amounting to $25,000 or less may be made under the Bid
item “Minor Change”. At the discretion of the Contracting Agency, this procedure for Minor
Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4,
Changes. All “Minor Change” work will be within the scope of the Contract Work and will not
change Contract Time.
Measurement
No specific unit of measurement will apply to the force account item “Minor Changes”.
Payment
“Minor Changes”, by force account as provided in Section 1-09.6.
To provide a common Proposal for all Bidders, the Contracting Agency has entered an
amount in the Proposal to become a part of the Contractor’s total Bid.
1-04.6 Variation in Estimated Quantities
(******) Supplement
Supplement this section with the following:
The quantities listed in the unit price Bid Proposal are estimates for bidding purposes
only. There will be no adjustments in price due to increases or decreases in quantities
regardless of the magnitude. The 25 percent provisions of this Section 1-04.6 shall not
apply to: All Bid Items. Payment will be made at the unit contract price for actual quantities
of work completed.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviations From Plans and Stakes
(Special Provision) Supplement
The contractor shall be responsible for all construction surveying to complete the project.
The City will provide the contractor with AutoCAD .dwg files identifying both vertical and
horizontal control for the project. The City will also provide the Contractor with primary
survey control information consisting of descriptions of two primary control points used for
the horizontal and vertical control, and descriptions of two additional primary control points
for every additional three miles of project length. Primary control points will be described by
reference to the project alignment and the coordinate system and elevation datum utilized
by the project.
Section 1-05.4 is supplemented with the following:
Roadway Surveying
Copies of the Contracting Agency provided primary survey control data are available for the
bidder’s inspection at the office of the Project Engineer.
The Contractor shall inform the Engineer if 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.
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, where directed by the Engineer. 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 intermediate elevation benchmarks as needed to check work
throughout the project.
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GENERAL REQUIREMENTS
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5. 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.
6. The Contractor shall collect additional topographic survey data as needed in
order to match into existing roadways such that the transition from the new
pavement to the existing pavement is smooth and that the pavement and ditches
drain properly. If changes to the profiles or roadway sections shown in the
contract plans are needed to achieve proper smoothness and drainage where
matching into existing features, the Contractor shall submit these changes to the
Project 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.
To facilitate the establishment of these lines and elevations, the Contracting Agency will
provide the Contractor with primary survey control information consisting of descriptions of
two primary control points used for the horizontal and vertical control, and descriptions of
two additional primary control points for every additional three miles of project length.
Primary control points will be described by reference to the project alignment and the
coordinate system and elevation datum utilized by the project. In addition, the Contracting
Agency will supply horizontal coordinates for the beginning and ending points and for each
Point of Intersection (PI) on each alignment included in the project.
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.
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GENERAL REQUIREMENTS
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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.
Payment
Payment will be made in accordance with Section 1-04.1 for the following bid item when
included in the proposal:
Roadway Surveying Lump Sum
Protection and Restoration of Existing Markers and Monuments
All existing markers and/or monuments that must be removed for construction purposes are
to be referenced by survey ties and then replaced by Contractor.
Perpetuating and documenting existing monuments must be done by a Professional Land
Surveyor in compliance with the Application for Permit to Destroy a Survey Monument (WAC
332-120). Following approval by the Public Land Survey Offices, copies of the Application
for Permit shall be forwarded to the City of Langley. After receiving approval from the City to
destroy the survey monuments the Contractor shall completely dig up the monuments
identified on the Plans for removal and backfill the void per the typical sections. The
exposed area shall be t temporarily patched with HMA or cold mix asphalt as approved by
the Engineer. Destroyed monuments shall be returned to the City.
All existing property corner markers and/or monuments disturbed or removed by
Contractor’s operations that, in the opinion of Engineer, were not required to be removed for
construction purposes shall be replaced, at Contractor’s own expense, by a Professional
Land Surveyor registered in the State of Washington. Resetting of property corners for
which there is no Record of Survey or Short Plat filed with the County Auditor may require
exhaustive and expensive resurvey, all at Contractor’s sole expense.
1-05.16 Record Drawings
(March 8, 2013 APWA GSP) New
The Contractor shall maintain one set of full size plans for Record Drawings, updated with
clear and accurate red-lined field revisions on a daily basis, and within 2 business days after
receipt of information that a change in Work has occurred. The Contractor shall not conceal
any work until the required information is recorded.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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This Record Drawing set shall be used for this purpose alone, shall be kept separate from
other plan sheets, and shall be clearly marked as Record-Drawings. These Record
Drawings shall be kept on site at the Contractor's field office, and shall be available for
review by the Contracting Agency at all times. The Contractor shall bring the Record
Drawings to each progress meeting for review.
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a
single, experienced, and qualified individual. The quality of the Record Drawings, in terms
of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to
modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of
Record Drawings for the Contracting Agency without further investigative effort by the
Contracting Agency.
The Record Drawing markups shall document all changes in the Work, both concealed and
visible. Items that must be shown on the markups include but are not limited to:
Actual dimensions, arrangement, and materials used when different than shown in
the Plans.
Changes made by Change Order or Field Order.
Changes made by the Contractor.
Accurate locations of storm sewer, sanitary sewer, water mains and other water
appurtenances, structures, conduits, light standards, vaults, width of roadways,
sidewalks, landscaping areas, building footprints, channelization and pavement
markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.).
If the Contract calls for the Contracting Agency to do all surveying and staking, the
Contracting Agency will provide the elevations at the tolerances the Contracting Agency
requires for the Record Drawings.
When the Contract calls for the Contractor to do the surveying/staking, the applicable
tolerance limits include, but are not limited to the following:
Vertical Horizontal
As-built sanitary & storm invert and grate elevations ± 0.01 foot ± 0.01 foot
As-built monumentation ± 0.001 foot ± 0.001 foot
As-built waterlines, inverts, valves, hydrants ± 0.10 foot ± 0.10 foot
As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot
As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot
As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot
As-built signs, signals, etc. N/A ± 0.10 foot
Making Entries on the Record Drawings:
Use erasable colored pencil (not ink) for all markings on the Record Drawings,
conforming to the following color code:
Additions-Red
Deletions-Green
Comments-Blue
Dimensions-Graphite
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
JANUARY 2021 SP - 6 17003 – COLUMBIA EAST
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Provide the applicable reference for all entries, such as the change order number,
the request for information (RFI) number, or the approved shop drawing number.
Date all entries.
Clearly identify all items in the entry with notes similar to those in the Contract
Drawings (such as pipe symbols, centerline elevations , materials, pipe joint
abbreviations, etc.).
The Contractor shall certify on the Record Drawings that said drawings are an accurate
depiction of built conditions, and in conformance with the requirements detailed above. The
Contractor shall submit final Record Drawings to the Contracting Agency. Contracting
Agency acceptance of the Record Drawings is one of the requirements for achieving
Physical Completion.
The Contractor shall maintain a separate set of Red Lines for the Wastewater Plans, they
will keep track of the following:
1. Every 50' along the wastewater force main(s) line, top of pipe elevation
2. At every fitting top of fitting elevation (tee, bends, sleeves, air and vacuum
assemblies, valves)
3. Changes in alignments including all change orders and changed conditions from City
standard plans
Payment will be made for the following bid item:
Record Drawings (Minimum Bid $5,000.00) Lump Sum
Payment for this item will be made on a prorated monthly basis for work completed in
accordance with this section up to 75% of the lump sum bid. Contractor shall make record
drawings available to the City inspector ahead of the pay estimate cutoff date. The final
25% of the lump sum item will be paid upon submittal and approval of the completed Record
Drawings set and a separate set for the Wastewater Plans prepared in conformance with
these Special Provisions.
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor
must bid at least that amount.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.15 Temporary Water Pollution Prevention
1-07.15(1) Spill Prevention, Control, and Countermeasures (SPCC) Plan
(Special Provision) Modification
The first paragraph of 1-07.15(1) is modified as follows:
The Contractor shall prepare and implement a project-specific spill prevention, control, and
countermeasures plan (SPCC Plan) for the duration of the project. The Contractor shall
submit the plan to the Project Engineer no later than the date of the preconstruction
conference. No onsite construction activities may commence until the Contracting Agency
accepts an SPCC Plan for the project. An SPCC Plan template and guidance information is
available at www.wsdot.wa.gov/environment/hazmat/spillprevention.htm.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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Payment
Payment will be made in accordance with Section 1-04.1 for the following Bid item when
it is included in the Proposal:
SPCC Plan Lump Sum
When the written SPCC Plan is accepted by the Contracting Agency, the Contractor
shall receive 50 percent of the lump sum Contract price for the plan.
The remaining 50 percent of the lump sum price will be paid after the materials and
equipment called for in the plan are mobilized to the project.
The lump sum payment for the “SPCC Plan” shall be full pay for all costs associated with
creating and updating the accepted SPCC Plan, and all costs associated with the set-up
of prevention measures and for implementing the current SPCC Plan as required by this
Specification.
As to other costs associated with releases or spills, including restocking spill kits, the
Contractor may request payment as provided for in the Contract. No payment shall be
made if the release or spill was caused by or resulted from the Contractor’s operations,
negligence, or omissions.
1-07.17 Utilities and Similar Facilities
1-07.17(2) Utility Construction, Removal or Relocation by Others
(Special Provision) Supplement
Section 1-07.17(2) is supplemented with the following:
Resolution of Conflicts with Existing Utilities
When directed by the Engineer, the Contractor shall be compensated for work required
to resolve conflicts with existing utilities not identified in the Contract Plans.
Work items included under this bid item shall be limited to the following:
1. Standby time resulting from conflicts with existing utility
a. Standby time shall be defined as time the Contractor is unable to proceed
with progression of a specific work item as identified on the approved
schedule as the critical path (i.e., storm drainage, underground utility
installation etc.) due to conflicts with existing utilities. However, payment
for down time shall be limited to:
i. lf within one (1) hour of notification to the Engineer of the conflict the
conflict is resolved, no standby time will be paid.
ii. A maximum of four (4) hours of standby time will be paid. Standby
time will be paid only for labor and equipment actually idled as a result
of the delay. The Contractor shall be responsible to make
adjustments to their work schedule and/or relocating their work forces
and equipment to other areas of work until such time the conflict can
be resolved.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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2. Additional work required to resolve unforeseen utility conflicts will be paid for at
the unit bid prices for the associated work.
a. No work shall be construed as force account work, which can be
measured and paid for at the unit contract prices stipulated in the
Contract including but not limited to:
i. Realignment of line and/or grade for sewer forcemain to avoid known
utility conflicts.
ii. Replacement of damaged underground storm water infiltration trench
encountered during forcemain installation and not shown in the plans.
iii. Additional excavation required by a change in alignment, and/or
grade, not exceeding the limits set in Section 1-04.4 of the Standard
Specifications .
b. No additional compensation shall be paid for resolving utility conflicts if
the existing utility was shown on the plans and/or profile. The locations
and dimensions shown in the Plans for existing facilities are based on
interpretations of available information, which does not include any
uncovering, measuring or other verification. As a result, the locations and
dimensions are not represented by City to be accurate or to meet any
specific level of accuracy or certainty. The Contractor is not entitled to
rely on any assumed accuracy for such information, and shall assume the
risk that any actual location or dimension of existing facilities may vary
materially from that shown in the Plans. The locations or dimensions of
existing facilities are specifically not intended to be information indicated
for reliance of Contractor as that concept is used in Section 1-04.7,
Differing Site Conditions.
Potholing
Potholing ahead of trench and pit excavation will be required to identify utility conflicts
both horizontal and vertical. This specification does not relieve the contractor from the
responsibility under RCW 19.122. The contractor and one-call responders representing
various utilities is defined in RCW 19.122, and takes precedence over this specification.
The work shall consist of excavation and removal of existing material to depth required
to expose existing utilities in potential or actual conflict. The contractor is required to
gather sufficient information about the conflicting utility for avoidance design per the
Drawings. The work shall also consist of backfilling and compacting the excavation and
providing a temporary repair consisting of cold mix provided and compacted to a depth
that matches the existing pavement depth or 4 inches whichever is greater.
The contractor shall notify the engineer within two (2) working day(s) prior to when
potholing will occur, including the date, time, and location where the potholing will be
conducted. When pavement, sidewalk, or curb and gutter are to be removed prior to
potholing, the saw-cut shall be full depth and carefully removed to avoid spalling with
payment made to the original dimension of the pothole. The dimensions of the pothole
shall be at least two (2) feet square.
Excavation shall be by hydro-excavation or hand digging to sufficiently expose and
identify the utility in potential or actual conflict with alignment for improvement.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
JANUARY 2021 SP - 9 17003 – COLUMBIA EAST
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Measurements shall be made to the utility in conflict so design can be reviewed to meet
the requirements specified in the Drawings. Location notes shall be provided to the
engineer by the contractor within one (1) working day of potholing.
The contractor shall document utility crossing information during the potholing efforts.
This information shall include verification of the utility, i.e., (water, sewer, storm drain,
power, telecommunications, etc.), pipe material, diameter of piping/conduits, elevation to
top of pipe, station and offset from construction centerline. This information shall be
included on the Record drawings.
Each pothole excavated shall be backfilled with Cold Mix asphalt where pothole is in a
paved area. The Cold Mix asphalt will be considered incidental to the price for potholing.
When a pothole is not in a paved area, surface material existing prior to potholing shall
be replaced in kind at no expense to the City.
Measurement for “Potholing” will be per each for the time for labor, equipment and
materials to effectively expose utilities in potential or actual conflict.
The unit contract price for “potholing” shall include all labor, materials, equipment and
incidentals required to complete the work including full depth sawcut, pavement removal
and disposal, temporary pavement restoration or road plates, excavation, shoring,
location measurement and backfill and compaction where temporary restoration is
required as directed by the engineer.
Payment
Payment for this work shall be made under the following bid items:·
Resolution of Conflicts with Existing Utilities Force Account
Potholing Each
"Resolution of Conflicts with Existing Utilities" shall be paid by force account as provided
in Section 1-09.6.
To provide a common Proposal for all Bidders, the Contracting Agency has entered an
amount in the Proposal to become a part of the Contractor's total Bid.
1-07.24 Rights-of-Way
(******) Replacement
Delete this SECTION AND REPLACE IT 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.
The Contracting Agency has obtained, prior to bid opening, all rights of way and easements,
both permanent and temporary, necessary for carrying out the work. These documents are
included in the appendices.
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 are included in the Contract appendices.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
JANUARY 2021 SP - 10 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Each property owner shall be given thirty (30) days 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 property 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.
1-08 PROSECUTION AND PROGRESS
1-08.9 Liquidated Damages
(Special Provision) Supplement
Liquidated Damages in the amount of $1,600.00 dollars per day will be assessed for each
day beyond the contract time that the west forcemain is not physically completed, tested,
and operational. An additional 20 working days beyond the contract time is allowed for
completion of the east forcemain work.
1-09 MEASUREMENT AND PAYMENT
1-09.6 Force Account
(City of Pasco) Supplement
Section 1-09.6 is supplemented with the following:
The City of Pasco 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 City of Pasco does
not warrant expressly or by implication that the actual amount of work will correspond with
those estimates. Payment will be made on the basis of the amount of work actually
authorized by Engineer.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.1 General
(Special Provision) Supplement
Contractor shall be responsible for all traffic control for the project. Contractor shall provide
the City with a project specific Traffic Control Plan (TCP) for review and approval. Traffic
Control Plan shall be submitted prior to the preconstruction conference to the City for
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
JANUARY 2021 SP - 11 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
review. Traffic control plan shall address the flow of vehicular and pedestrian traffic through
the work zones in public right of way and private property.
The provisions of the latest edition of the Manual on Uniform Traffic Control Devices
(MUTCD) for Streets and Highways and corresponding amendments published by the U.S.
Department of Transportation, Federal Highway Administration, and WSDOT by this
reference are made a part of these Contract Documents.
TCP shall address all work within public right of way along Dietrich Road, East Hillsboro
Street, North Capital Avenue, and Foster Wells Road. The TCP shall maintain one way
traffic through the work zone within public right of way during construction activities. The
contractor shall include all flaggers, signage, and traffic control devises as necessary to
provide safe traffic flow in accordance with the current editions of the MUTCD. At the end
of each day the roadway shall be returned to two way unrestricted traffic flow.
Contractor shall be required to notify residents and local businesses 48 hours in advance of
impacting access to the individual homes or businesses. The contractor shall include
signage “Local Businesses Open” and incorporate into the TCP.
The contractor shall provide steel plates to bridge any open trench to maintain a safe,
accessible access to each residence or business during daily construction activities. All
trenching within the public right of way shall be backfilled and compacted at the end of each
workday and returned to two-way traffic flow. The contractor shall limit the length of open
trenching within public right of way to a maximum of 300 feet so that it can be backfilled,
compacted and the roadway reopened to two-way traffic at the end of each workday.
The contractor shall include in the TCP providing Variable Messaging Signs (VMS) to
provide advanced warning of traffic impacts, lane restrictions, and durations along each
roadway. The VMS shall be deployed one week prior to construction activities beginning
within each roadway and remaining in place until road restoration is complete. VMS shall be
located at the following locations
• The use of one VMS located at the intersection of Columbia Avenue and Dietrich
Road is required.
• The use of two VMS located at the north and south project limits along North Capital
Avenue.
• The use of two VMS located at the east and west project limits along Foster Wells
Road.
The VMS signs shall be programmed to read:
“Construction Ahead”
“Expect Delays”
“Date to Date”
“Time to Time”
If the Contractor fails to implement their approved TCP, the City may notify the Contractor of
non-conformance. If this notification occurs, the Contractor shall immediately remedy the
non-conformance. If the Contractor fails to do this, the City shall be at liberty to remedy the
non-conformance without assuming liability and without further notice to the Contractor.
Liability for implementation of the TCP is the sole responsibility of the Contractor. The costs
associated with the City implementing the Contractor’s TCP may be deducted by the City
from monies due to the Contractor, or the City may request payment from the Contractor.
CITY OF PASCO DIVISION 1
GENERAL REQUIREMENTS
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FORCEMAIN IMPROVEMENTS
The signing plan prepared by the Contractor shall provide for adequate warning within the
limits of the project and on all streets, alleys, and driveways entering the project so that
approaching traffic may turn left or right onto existing undisturbed streets before reaching the
project. The Plan shall be prepared to create a minimum of inconvenience for pedestrian
and vehicle traffic.
All modifications to the accepted signing plans shall be reviewed by the City.
1-10.4 Measurement
Special Provision Supplement
Section 1-10.4(1) Lump Sum Bid for Project is supplemented with the following:
The bid proposal contains the item “Project Temporary Traffic Control,” lump sum. The
provisions of Section 1-10.4(1), and Section 1-10.5(1) shall apply.
1-10.5 Payment
1-10.5(1) Lump Sum Bid for Project
(Special Provision) Supplement
This Section is supplemented with the following:
Project Temporary Traffic Control Lump Sum
The lump sum contract payment shall be full compensation for all costs incurred by the
contractor in performing the contract work defined in section 1-10.
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 2
EARTHWORK
CITY OF PASCO DIVISION 2
EARTHWORK
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
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DIVISION 2
EARTHWORK
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.2 Disposal of Usable Materials and Debris
2-01.2(2) Disposal Method No. 2 – Waste Site
(Special Provision) Supplement
No waste site has been provided for the disposal of excess or excavated materials. The
Contractor shall make arrangements for obtaining waste sites in accordance with
Section 2-03.3(7)C of the Standard Specifications. All costs associated with providing a
waste site shall be considered incidental to the various bid items and no additional
payment will be made.
2-01.3 Construction Requirements
(Special Provision) Supplement
If grubbing, tree removal, or grading is to occur between December 1st and August 31st, a
pre-construction nesting bird survey shall be conducted by a qualified contractor-hired
environmental consultant, and the results submitted to the City for review. Authorization
must be provided prior to the commencement of the associated work
2-01.3(4) Roadside Cleanup
(Special Provision) Supplement
Roadside cleanup will include any work necessary to relocate, replace, or modify
existing private improvements or landscaping where required as a condition of right-of-
entry, or where impact resulting from construction activities is determined by the
Engineer, prior to the impact occurring, to be unavoidable.
2-01.5 Payment
(Special Provision) Supplement
Work which may become necessary under this section shall be considered incidental to and
included in the cost of other items in the Contract and no additional compensation shall be
made.
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description
(Special Provision) Supplement
For the purpose of this Contract, “Removal of Structures and Obstructions” shall include the
removing, resetting, protecting, storing, salvaging, and replacement of miscellaneous
objects required to complete the new construction.
If requested by a specific adjacent property owner, existing decorative or landscaping items
(such as rocks, walls, wood edges, timbers, planter boxes, etc.) shall be protected,
salvaged, and returned to the property owner. Work shall include but not be limited to:
CITY OF PASCO DIVISION 2
EARTHWORK
JANUARY 2021 SP – 14 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
• Satisfactorily remove and dispose of the items specified, backfill, and compact the
resulting void.
• Satisfactorily abandon the items specified, including plugging, capping, and
backfilling with CDF or other materials that are required by the Plans or
Specifications.
• Satisfactorily salvage the items specified for re-use or to be returned to the property
owner.
• Satisfactorily reset the items specified, including replacing posts, worn materials,
and/or hardware.
Specifically included but not limited to the following approximate quantities for Removal of
Structures and Obstructions:
Item Location Sta. Quantity
Asphalt Removal 7+36 to 23+08, 127+25 to 225+10,
249+85 to 250+40 195,000 SF
Curb and Gutter
Removal as described on plans 100 LF
Existing Fence
Removal 100+50, 22+63 20 LF
2-02.3 Construction Requirements
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
(Special Provision) Supplement
Pavement, sidewalks, driveways, and curbs shall be sawcut in such a fashion to form a
neat break line.
The contractor shall replace any damaged pavement, curbs, sidewalks and driveways
designated to remain during the Removal of Structures and Obstructions. Damaged
pavement, curbs, sidewalks and driveways shall be replaced in its entirety by the
contractor and at the contractor’s expense.
Broken pieces of pavement, sidewalks, and curbing shall not be placed in any
embankment or fill on the project site and shall be disposed of at an approved fill site or
recycling facility.
2-02.3(4) Sawcutting
(Special Provision) New
The Contractor shall include in the various other bid items all costs necessary to provide
sawcutting up to a depth of 6 inches and as required by the Standard Specifications and
these Special Provisions. City records show that pavement depth is approximately 4-
inches.
In accordance with the Department of Ecology guidelines, wastewater from Portland
Cement Concrete, masonry, and asphalt concrete cutting operations shall not be
discharged to storm drainage systems or surface waters. Cutting operations increase
the pH of wastewater, therefore, filtering prior to discharge is NOT acceptable.
CITY OF PASCO DIVISION 2
EARTHWORK
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To thoroughly clean saw cuts where necessary, the Contractor shall use high pressure
water (high pressure water is considered greater than 1,400 psi).
All wastewater shall be collected using a wet-dry vacuum and transferred into drums for
disposal. Impervious surfaces contaminated with sediment and grit from cutting
operations shall be cleaned by sweepers to prevent contaminants from entering the
storm drainage system or surface waters when it rains.
2-02.3(5) Removal and/or Resetting of Miscellaneous Items
(Special Provision) New
Traffic Signs
Where traffic signs are in conflict with the proposed improvements, they shall be
replaced as indicated on the plans. All associated costs for salvaging and resetting traffic
signs shall be considered incidental to and included in the various bid items.
Property Corner Markers
Where encountered, iron pipes, brass plumbs, rebar, or other surveying devices used to
mark property corners shall be preserved and protected from damage and undisturbed
as is practically possible. Property corners disturbed by the Contractor’s operations
shall be replaced per the provisions of the Washington State law. All associated costs
shall be considered incidental to and included in the various bid items.
2-02.5 Payment
(Special Provision) Supplement
All costs associated with the sawcutting and removal and resetting miscellaneous items
shall be considered included in the lump sum “Removal of Structures and Obstructions.”
2-09 STRUCTURE EXCAVATION
2-09.1 Description
(Special Provision) Supplement
Shoring and Structure Excavation shall consist of installing shoring as needed for
excavation over 4’ in depth and disposing of all natural material or manmade objects the
must be removed to make way for the construction of the forcemains.
Controlled Density Fill (CDF) is to be used for backfilling around existing forcemain
crossings on Foster Wells Road. CDF is to be applied the entire width of the trench near
the existing forcemains, and to the extent shown on plans or as directed by the Engineer.
CDF will be used for backfill in other locations as directed by the Engineer.
2-09.3 Construction Requirements
2-09.3(1) General Requirements
(Special Provision) Supplement
Preparatory Work
The Contractor Shall contact the one-call center 8-1-1 sufficiently in advance to allow
utility locates to be marked in the construction zone prior to potholing. The contractor
shall consult with the engineer to determine location of potholes.
Avoidance Design
If required, a design to avoid the underground facility will be provided by the engineer.
CITY OF PASCO DIVISION 2
EARTHWORK
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FORCEMAIN IMPROVEMENTS
2-09.4 Measurement
(Special Provision) Modification
“Shoring or Extra Excavation, Class B – Single Forcemains” and “Shoring or Extra
Excavation, Class B – Dual Forcemains” shall be measured per linear foot.
“Controlled Density Fill” shall be measured per cubic yard.
2-09.5 Payment
(Special Provision) Supplement
For location approved by the engineer, payment will be made for the following Bid item
when included in the proposal.
Shoring or Extra Excavation, Class B – Single
Forcemains Linear Foot
Shoring or Extra Excavation, Class B – Dual
Forcemains Linear Foot
Controlled Density Fill Cubic Yard
The Contract Price for “Shoring and Extra Excavation Class B – Single Forcemains” and
“Shoring or Extra Excavation, Class B – Dual Forcemains” per linear foot shall be full
compensation for, but is not limited to, all labor, material, and equipment necessary to
satisfactorily complete the work as defined in the Standard Specifications and as shown on
the Contract Plans including trench details.
The Contract Price for “Controlled Density Fill” per cubic yard shall be full compensation for,
but is not limited to, all labor, material, and equipment necessary to satisfactorily complete
the work as defined in the Standard Specifications and as shown on the Contract Plans or
as directed by the Engineer.
2-11 TRIMMING AND CLEANUP
2-11.3 Construction Requirements
(Special Provision) Supplement
The Contractor shall take every possible precaution to preserve the existing improvements.
All damages to existing improvements from the Contractor’s operation, whether within the
road right-of-way or in private property, shall be the sole responsibility of the Contractor to
remedy. All such areas shall be restored to their preconstruction equivalent.
All areas disturbed by the Contractor shall be smoothed, finished, cleaned, and dressed to
appear uniform in all respects in accordance with Section 2-11 of the Standard
Specifications. Compensation to perform this work shall be incidental to other bid items. No
specific bid item is provided.
END OF DIVISION 2
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 4
BASES
CITY OF PASCO DIVISION 4
BASES
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
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FORCEMAIN IMPROVEMENTS
DIVISION 4
BASES
4-04 BALLAST AND CRUSHED SURFACING
4-04.1 Description
(Special Provision) Supplement
This Work consists of constructing one or more courses of crushed stone upon a prepared
Subgrade in accordance with these Specifications in conformity with the lines, grades,
depth, and typical cross-sections shown in the Plans or as established by the Engineer.
Surfacing materials and ballast may also be specified to be placed in stockpiles for future
use only upon approval of the Project Engineer.
4-04.2 Materials
(Special Provision) Supplement
Contractors are encouraged to consider using recycled concrete that meets the
requirements of Section 4-04 of the Standard Specifications and these Special Provisions.
Recycled concrete is encouraged for use as a base course or top course material under
cement concrete sidewalk or portland cement concrete pavement.
4-04.3 Construction Requirements
4-04.3(1) Equipment
(Special Provision) Supplement
All equipment necessary for the satisfactory performance of this construction shall be on
the project and approved by the Engineer prior to beginning work. If central mix plant
methods are used, the central mixing plant shall comply with the following requirements:
The cold aggregate feeder shall be mechanically operated and adjustable to the extent
necessary to provide a uniform and continuous flow of materials. These materials shall
be deposited in an approved mixer with a sufficient amount of water being added to
obtain the required density when spread and compacted. The water shall be weighed or
metered, and dispensed through a device providing uniform dispersion across the mixer.
The mixing plant shall be provided with weighing or calibrating devices, feeders,
provisions for sampling, and other devices and equipment so designed, coordinated, and
operated to produce a uniform mixture, and to permit the sampling of the materials
before and after mixing. The mixer shall be kept in good condition, and mixing blades or
paddles shall be of proper size, adjustment, and clearance to provide positive and
uniform mixing of the mixture at all times.
The capacity of the plant and equipment furnished for the Work shall be adequate at all
times to provide for efficient and continuous operations insofar as practical.
4-04.3(2) Subgrade
The Subgrade shall be prepared as specified in Section 2-06 and shall be approved by
the Engineer before placing ballast or surfacing materials.
CITY OF PASCO DIVISION 4
BASES
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FORCEMAIN IMPROVEMENTS
4-04.3(3) Mixing
Unless otherwise specified, the Contractor may use either, or both, of the following
described methods:
1. Central Plant Mix Method – The surfacing material and water shall be mixed in
an approved mixing plant as described in Section 4-04.3(1). The completed
mixture shall be a thoroughly mixed combination of proportioned materials and
water, uniform in distribution of particle sizes and moisture content. A mixture
containing water in excess of the proportion established by the Engineer will not
be accepted.
2. Road Mix Method – After material for each layer of surfacing has been placed,
the material shall be mixed until uniform throughout by motor graders or other
equipment approved by the Engineer. Water to facilitate mixing and compacting
shall be added in amounts approved by the Engineer.
4-04.3(4) Placing and Spreading
1. Central Plant Mix Method – After mixing, material for each layer of surfacing shall
be transported to the Roadway in approved vehicles. Vehicles for hauling the
mixture shall be capable of depositing the mixture within the receiving hopper of
the spreading equipment, or in windrows of uniform size in front of the spreading
equipment, with a minimum of segregation of the mix.
A motor grader may be used as the spreading machine or the spreading machine
shall be capable of receiving the material by direct deposit in its hopper from the
hauling vehicle or from a uniform windrow, and be capable of spreading and
screeding the material to a depth and surface that when compacted will be true
to line, grade, depth of course, and cross-section without further shaping.
2. Road Mix Method – Each layer of surfacing material shall be spread by
equipment that is approved by the Engineer. Equipment that causes segregation
of the surfacing material during the spreading operation will not be allowed.
Similar types of spreading equipment shall be used throughout the limits of each
separate spreading operation. Spreading on small areas of less than 2,000
square yards or on areas irregular in shape, may be accomplished by other
means as approved by the Engineer.
The following nominal depth of compacted material shall not be exceeded in any
one course without the approval of the Engineer:
Crushed Surfacing 0.35 foot
4-04.3(5) Shaping and Compaction
Immediately following spreading and final shaping, each layer of surfacing shall be
compacted to at least 95 percent of the standard density determined by the
requirements of Section 2 03.3(14)D before the next succeeding layer of surfacing or
pavement is placed. The determination of field in-place density shall be made by the
Nuclear gauge. When the thickness of surfacing is less than 0.15 foot, density testing
will not be required and the Engineer will determine the number of coverages required
for the particular compaction equipment available. Vibratory compactors and rollers
shall obtain the specified density for each layer. A mist spray of water shall be applied
as needed to replace moisture lost by evaporation. The completed layer shall have a
CITY OF PASCO DIVISION 4
BASES
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FORCEMAIN IMPROVEMENTS
smooth, tight, uniform surface true to the line, grade, and cross-section shown in the
Plans, or as staked. During cold and wet weather conditions unsuitable for paving, and
for temporary surface restoration during the work week, Crushed Surfacing Top Course
is to be installed and compacted in place of Hot Mix Asphalt. While the road section
calls for 2 inches of compacted crushed rock below the HMA, 6 inches are to be installed
during these conditions with the top 4 inches to be later stripped and reused towards
future surfacing to the greatest extent feasible. Cold Mix Asphalt is not to be used for
any application on this project other than for potholing (See Section 1-07.12). No more
than 300 linear feet of roadway is to be left exposed at a time without paving.
4-04.3(7) Miscellaneous Requirements
The surface of each layer of surfacing material shall be maintained true to line, grade,
and cross-section by grading, watering, and rolling until placing the next succeeding
course. The first course of surfacing material shall be placed on all available Subgrade
before placing the succeeding course unless otherwise authorized by the Engineer.
Unless otherwise approved, there shall be a distance of not less than one station
between the construction of any two courses of surfacing or ballast.
Should irregularities develop in any surface during or after compaction, they shall be
remedied by loosening the surface and correcting the defects after which the entire area
including the surrounding surface shall be thoroughly recompacted. Any additional
materials necessary to make the repairs shall be furnished by the Contractor at the unit
Contract price.
4-04.3(8) Weather Limitations
When, in the opinion of the Engineer, the weather is such that satisfactory results cannot
be obtained, the Contractor shall suspend operations until the weather is favorable. No
surfacing materials shall be placed in snow or on a soft, muddy, or frozen Subgrade.
During cold and wet weather conditions unsuitable for paving, Crushed Surfacing Top
Course is to be installed and compacted in place of Hot Mix Asphalt. While the road
section calls for 2 inches of compacted crushed rock below the HMA, 6 inches are to be
installed during these conditions with the top 4 inches to be later stripped and reused
towards future surfacing to the greatest extent feasible. Cold Mix Asphalt is not to be
used for any application on this project other than for potholing (See Section 1-07.12).
No more than 300 linear feet of roadway is to be left exposed at a time without paving.
4-04.3(9) Hauling
Hauling equipment shall be routed over the Roadway in a manner to be most effective in
the compacting of the surfacing. Hauling over any of the surfacing in the process of
construction will not be permitted when, in the opinion of the Engineer, the effect will be
detrimental. All loads shall be of uniform capacity unless deviation is expressly
authorized by the Engineer.
4-04.4 Measurement
(Special Provision) Supplement
“Crushed Surfacing Top Course” shall be measured per ton installed to the lines and grade
defined on the Contract Plans and as directed by the Engineer.
“Crushed Surfacing Base Course” shall be measured per ton installed to the lines and grade
defined on the Contract Plans and as directed by the Engineer. The total measured quantity
CITY OF PASCO DIVISION 4
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FORCEMAIN IMPROVEMENTS
of Crushed Surfacing Top Course is to account for all crushed rock used for roadway
construction and surfacing on the project, including any used for temporary surfacing which
may not be fully recycled towards later construction.
4-04.5 Payment
(Special Provision) Supplement
Payment shall be made under the following bid item(s) when included in the Proposal:
Crushed Surfacing Base Course Ton
Crushed Surfacing Top Course Ton
“Crushed Surfacing Base Course” per ton shall be full compensation for all labor, material,
tools and equipment necessary to satisfactorily complete the work as defined in the
Standard Specifications, these Special Provisions, and the Contract Plans.
“Crushed Surfacing Top Course” per ton shall be full compensation for all labor, material,
tools and equipment necessary to satisfactorily complete the work as defined in the
Standard Specifications, these Special Provisions, and the Contract Plans. All costs
associated with removing, stockpiling, and re-using native materials for embankments,
roadway bases, or for trench bedding and backfill shall be considered incidental to the
various bid items, and no additional payment shall be made.
END OF DIVISION 4
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
CITY OF PASCO DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 SP – 21 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
5-04.2 Materials
(Special Provision) Supplement
The grade of paving asphalt used in HMA shall be PG 64-22 unless otherwise directed by
the Engineer.
5-04.3 Construction Requirements
5-04.3(4) Preparation of Existing Paved Surfaces
5-04.3(4)C Pavement Repair
(Special Provision) Supplement
The Contractor shall excavate pavement repair areas and shall backfill these with
HMA in accordance with the details shown in the Plans and as requested by the City
or staked. The Contractor shall conduct the excavation 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
Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency.
The Contractor shall not remove more area than can be completely finished during
the same shift. The maximum width of any pavement repair area is shown 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. Prior to final trench
patching, existing pavement shall be sawcut to a neat line a distance of 18 inches
beyond the edge of the trench excavation. The pavement restoration shall conform
to the details provided in the plans. Asphalt for tack coat shall be required as
specified in Section 5-04.3(5)A. 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 0.17-foot compacted depth.
Each lift shall be thoroughly compacted by a mechanical tamper or a roller.
Restoration of asphalt within roadways shall be performed prior to 8:00 AM on each
Saturday during construction, weather permitting.
5-04.3(6) Mixing
(Special Provision) Supplement
A. General. Prior to the production of HMA, the Contractor shall determine a design
aggregate structure and asphalt binder content in accordance with WSDOT
Standard Operating Procedure 732. Once the design aggregate structure and
asphalt binder content have been determined, the Contractor shall submit the
HMA mix design on DOT form 350-042 demonstrating the design meets the
requirements of Sections 9-03.8(2) and 9-03.8(6). HMA accepted by
nonstatistical evaluation requires a mix design verification. For HMA accepted by
CITY OF PASCO DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
JANUARY 2021 SP – 22 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
commercial evaluation only the first page of DOT form 350-042 and the percent
of asphalt binder is required. In no case shall the paving begin before the
determination of anti-strip requirements has been made. Anti-strip requirements
will be determined by:
3. Testing by WSDOT in accordance with TM 718.
4. Testing by Contractor in accordance with WSDOT TM 718.
5. Historical aggregate source ant-strip use provided by WDOT.
The mix design will be the initial Job Mix Formula (JMF) for the HMA
being produced. Any additional adjustments to the JMF will require the
approval of the Project Engineer and may be made per Section 9-03.8(7).
B. Mix Design Verification. Verification shall be accomplished by one of the
following processes:
1. Submit samples to WSDOT State Materials Lab for WSDOT verification
testing in accordance with WSDOT Standard Specifications.
2. The contracting agency will perform tests to verify the mix design in
accordance with the Field Verification Testing Process.
3. Reference a mix design that has been previously verified by the Field
Verification Testing Process or verified by WSDOT State Materials Lab on
a previous project.
4. Perform Field Verification Testing on a sample of HMA provided by the
Contractor prior to paving.
Mix design verification is valid for one year from the date of verification.
At the discretion of the Engineer, agencies may accept mix designs
verified beyond the verification year with certification from the Contractor
that the materials and sources are the same as those shown on the
original mix design.
C. Field Verification Testing Process. The Contracting agency will collect three
Production Samples of HMA on the first day of paving per AASHTO T 168
sampling procedures.
1. The Contracting agency will test one Production Sample in accordance
with section 5-04.3(8)A for field verification per the requirements of
Section 9-03.8(7).
2. If the test results from the first Production Sample are within the
tolerances of section 9-03.8(7), the mix design will be considered verified
and the test results will be used as acceptance sample number one.
3. If the test results from the first Production Sample are outside the
tolerances of section 9-03.8(7), the other two samples will be tested and
the results of all three tests will be used for acceptance in accordance
with Section 5-04.5(1) and will be used in the calculation of the CPF the
maximum CPF shall be 1.00.
4. Prior to the first day of paving, six Ignition Furnace Calibration Samples
shall be obtained to calibrate the Ignition Furnaces used for acceptance
CITY OF PASCO DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
JANUARY 2021 SP – 23 17003 – COLUMBIA EAST
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testing of the HMA. Calibration samples shall be provided by the
Contractor when directed by the Engineer. Calibration samples shall be
prepared in accordance with WSDOT SOP 728.
5-04.3(9) HMA Mixture Acceptance
5-04.3(9)A Test Sections
(Special Provision) Replacement
Test sections are not required. Visual evaluations per section 5-04.3(10)D will be the
basis for acceptance.
5-04.3(17) Incidental Uses for HMA
(Special Provision) New
Incidental uses for Asphalt Concrete Pavement shall consist of restoration and
adjustment to paved areas such as the back of sidewalks, sidewalk ramps, behind
driveway approaches and other such uses where directed by the Engineer.
Incidental uses for HMA shall be measured and paid as “HMA Class 1/2” PG 64-22
Pavement Repairs.”
5-04.4 Measurement
(Special Provision) Supplement
Pavement Sawcutting and Pavement removal shall be completed in accordance with
Section 2-02 of the special provisions
No specific measurement is provided for Pavement Repair Excavation including Haul and
shall be considered incidental to the project.
HMA Class 1/2” PG 64-22 will be measured by the ton in accordance with Section 1-09.2
with no deductions being made for the weight of the asphalt binder, blending sand, mineral
filler, or any other component of the mixture.
No specific method of measurement is provided for Temporary Pavement Restoration or
Road Plates and shall be incidental to the project and included in other bid items.
No specific method of measurement is provided for Temporary Pavement Markings and
shall be incidental to the project and included in other bid items.
No specific method of measurement is provided for Removing Temporary Pavement
Markings and shall be incidental to the project as required by the City and included in other
bid items.
No specific method of measurement is provided for Adjusting Utilities upon completion of
asphalt paving activities and shall be incidental to the project and included in other bid
items.
HMA placed to patch trenches for underground utilities and placed above existing subgrade
where shown on the Plans shall be measured and paid under the “HMA Class 1/2” PG 64-
22” bid item.
If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the
material removed will not be measured.
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5-04.5 Payment
(Special Provision) Supplement
No specific method of payment is provided for Adjusting Utilities upon completion of asphalt
paving activities and all costs to perform this work shall be incidental to the project and
included in other bid items.
All costs associated with Temporary Pavement Restoration or Road Plates shall be
considered incidental to and included in the cost for HMA.
All costs associated with anti-stripping additive shall be considered incidental to and
included in the cost for HMA.
All costs for asphalt tack coat shall be included in the unit contract price per ton of the HMA
CL. 1/2" PG 64-22.
END OF DIVISION 5
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
CITY OF PASCO DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
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DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS,
WATERMAINS, AND CONDUITS
7-14 HYDRANTS
7-14.1 Description
(Special Provision) Supplement
Hydrants shall be relocated to allow ample spacing from the existing and proposed
underground utilities prior to construction in the locations as indicated in the Plans and as
defined in the Standard Specifications and City Standard details.
7-14.3 Construction Requirements
7-14.3(3) Resetting Existing Hydrants
(Special Provision) Supplement
Hydrants shall be relocated to a location that allows for as little disturbance as possible
to the existing hydrant assembly and lateral tee at the main, as well as allows for
sufficient space for equipment to operate during construction. Care should be taken to
salvage all existing components of the hydrant assembly for immediate use pending
approval of the Engineer to do so. Any necessary cutting of the hydrant lateral shall be in
accordance with Section 7-09.3(14) of these Standard Specifications.
The Contractor shall notify the City 24 hours in advance of need to operate valves in
order to cut off water supply to the hydrant before relocation. The hydrant shall be out of
service for as little time as possible during relocation and shall be protected once
relocated until construction in its vicinity has been fully completed.
All costs associated with resetting the hydrant shall be considered incidental to the
various bid items and no additional compensation will be considered.
7-14.4 Measurement
(Special Provision) Supplement
Measurement for “Resetting Existing Hydrant” will be made per each.
7-14.5 Payment
(Special Provision) Replacement
Payment will be made for the following listed Bid items that are included in the proposal:
Resetting Existing Hydrant, Sta 4+36 Each
The unit price per each for Resetting Existing Hydrant shall include all costs of furnishing all
materials, labor and equipment and reinstalling the hydrant assemblies in the location
shown on the plans and as specified herein.
The Contractor is reminded that specifically included in the unit price for Resetting Existing
Hydrant are all costs for the furnishing and replacing of all materials unable to be salvaged
for these assemblies including, but not limited to: the hydrant body, internal piping from
CITY OF PASCO DIVISION 7
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main, piping connection to watermain, valve, valve box, fittings, shackles and tie rods, pier
blocks, washed gravel, guard posts, covering, painting and incidentals that will be required
for the complete reinstallation of the hydrant as specified.
7-20 PIPE AND FITTINGS FOR FORCEMAINS
(Special Provision) New
7-20.1 Description
This work consists of installing new sewer forcemains in accordance with these plans and
specifications.
7-20.2 Materials
HDPE Pressure Pipe (4 inches and over)
A. Pipe for main line shall conform to the following specifications: High Density
Polyethylene Pipe (HDPE) per Section 9-30.1(7).;
B. Appurtenances shall be fittings for HDPE pipe conforming to Section 9-30.2(12).
Aggregates
Bank Run Gravel for Trench Backfill 9-03.19
Crushed Surfacing 9-03.9(3)
Native Material for Trench Backfill 9-03.15
Permeable Ballast 9-03.9(2)
7-20.3 Construction Requirements
7-20.3(1) Grade and Alignment
Pipe shall be laid to specified alignment as staked in the field. Alignment deviation shall
not exceed 0.5 feet. Replacement of stakes lost or destroyed shall be made at the
Contractor's expense and in accordance with Contract Plans, including modifications
called for by the City.
7-20.3(2) Trench Excavation
Clearing and grubbing where required shall be performed within the easement or public
right-of-way as permitted by the city and/or governing agencies. Debris resulting from
the clearing and grubbing shall be disposed of by the contractor in accordance with the
terms of all applicable permits.
Trenches shall be excavated to the line and depth designated by the approved plans to
provide a minimum of 54 inches of cover over the pipe. Except for unusual
circumstances where approved by the city, the trench sides shall be excavated vertically
and the trench width shall be excavated only to such widths as are necessary for
adequate working space as allowed by the governing agency. The trench shall be kept
free from water. Surface water shall be diverted so as not to enter the trench. The
contractor shall maintain sufficient pumping equipment on the job to ensure that these
provisions are carried out.
The contractor shall perform all excavation of every description and whatever substance
encountered and boulders, rocks, roots, and other obstructions shall be entirely removed
or cut out to the width of the trench and to a depth six inches below forcemain grade.
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Where materials are removed from below forcemain grade, the trench shall be backfilled
to grade with material satisfactory to the city and thoroughly compacted.
Trenching and shoring operations shall not proceed more than 300 feet in advance of
pipe laying without approval of the City, and shall be in conformance with Washington
Industrial Safety and Health Administration (WISHA) and Office of Safety and Health
Administration (OSHA) safety standards.
The bottom of the trench shall be finished to grade with hand tools in such a manner that
the pipe will have bearing along the entire length of the barrel. The bell holes shall be
excavated with hand tools to sufficient size to make up the joint.
7-20.3(3) Bedding the Pipe
Bedding material shall be as specified on the Drawings and shall conform to section
9--03.9(3) of the Standard Specifications. Native Bedding Material is to be used to the
maximum extent feasible and Crushed Surfacing Top Course is to be used only in areas
where native material is deemed to be unsuitable. The bedding shall be placed from a
minimum of four (4) inches and max (1) foot below the pipe barrel to the spring line of
the pipe as shown on the Standard Details. Bedding material shall be worked by hand
under, around and over the pipe to the depths required for the full width of the trench. If
sand is used, it shall be hand compacted around the sides of the pipe to ensure uniform
support under the pipe.
Bedding shall be placed in more than one lift. The first lift, to provide at least 4-inch
thickness under any portion of the pipe, shall be placed before the pipe is installed and
shall be spread smoothly so that the pipe is uniformly supported along the barrel.
Subsequent lifts of not more than 6-inch thickness shall be placed as shown on the
Standard Details and individually compacted to 90 percent of maximum density.
7-20.3(4) Backfilling the Pipe
Backfilling and surface restoration shall closely follow installation of pipe so that not
more than 300 feet is left exposed during construction hours without approval of the city.
Selected backfill material shall conform to 9-03.19 of the Standard Specifications
compacted to 95 percent of the maximum density in traveled areas, 90 percent outside
traveled area. Where governmental agencies other than the city have jurisdiction over
roadways, the backfill and compaction shall be done to the satisfaction of the agency
having jurisdiction. If suitable backfill material, as determined by the city engineer, is not
available from trenching operations, the city may order the placing of backfill conforming
to Section 9-03.19 of the Standard Specifications.
7-20.3(5) General Pipe Installation
A. Fusion Process
1. Butt and saddle fusion of PE4710 pipe and fittings shall be in accordance with
ASTM F2620 and the manufacturer’s recommended joining procedure.
2. Electrofusion of PE4710 pipe and fittings shall be performed in accordance with
ASTM F1290 and the electrofusion fitting manufacturer’s recommended
procedure.
3. PE4710 pipe and fittings shall be fused by qualified Fusion Technicians, as
documented by the fusion provider. Training records for qualified Fusion
CITY OF PASCO DIVISION 7
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Technicians shall be available to the Contracting Agency or Engineer upon
request.
4. As each fusion joint is constructed, pressure, time and temperature parameters
shall be recorded and logged by an electronic monitoring device (data logger)
affixed to the fusion machine. Joint data shall be submitted as part of the As-
Recorded information, in accordance with this specification.
5. Butt fusion machines shall incorporate the following properties, including the
following elements:
c. HEAT PLATE – Heat plates and the non-stick coatings on heating surfaces
shall be in good condition without heating surface gouges or scratches. The
non-stick coating shall be intact, clean and free of any contamination. Heater
controls and temperature indicators shall function properly, and electrical
cords and connections shall be in good condition. The heat plate shall
maintain a uniform and consistent temperature on all areas of the heating
surfaces on both sides of the heat plate.
d. CARRIAGE – Carriage shall travel smoothly with no binding at less than 50
psi for hydraulic fusion machines. Clamps shall be in good condition with
proper inserts for the pipe size being fused.
e. GENERAL MACHINE – Overview of machine body shall yield no obvious
defects, missing parts, or potential safety issues during fusion.
f. DATA LOGGER – The current version of the pipe supplier’s recommended
and compatible software shall be used. Protective case shall be utilized for
the hand held wireless portion of the unit. Data logger operations and
maintenance manual shall be with the unit at all times. If fusing for extended
periods of time, an independent 110V power source shall be available to
extend battery life.
6. Other equipment specifically required for fusion processes shall include the
following:
a. Pipe rollers shall be used to support pipe to either side of the butt fusion
machine and provide for vertical and lateral pipe alignment straight through
the butt fusion machine.
b. A protective enclosure that provides for full machine motion of the clamps,
heat plate, fusion assembly and carriage shall be provided for fusion in
inclement and/or windy weather. Pipe ends shall be covered or blocked
where open pipe ends could allow prevailing winds to blow through the pipe.
c. Fusion machine operations and maintenance manual shall be kept with the
fusion machine at all times.
B. HDPE Pipe Installation
1. The PE4710 pipe and fittings shall be installed such that PE4710 pipe curvature
is not less than the minimum bending radius recommended by the pipe
manufacturer.
2. Direct burial installation of PE4710 pressure pipe shall be in accordance with
ASTM D2774 and the pipe manufacturer’s recommendations.
CITY OF PASCO DIVISION 7
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3. Direct burial installation of PE4710 non-pressure pipe shall be in accordance with
ASTM D2321 and the pipe manufacturer’s recommendations.
4. Installation of PE4710 pipe by horizontal directional drilling shall be in
accordance with ASTM F1962 or PPI TR-46 and the pipe manufacturer’s
recommendations.
5. Installation of PE4710 pipe by sliplining or insertion within a casing or host pipe
shall be in accordance with ASTM F585 and the pipe manufacturer’s
recommendations.
6. Tracer Wire – All PE4710 piping shall be installed with a continuous, insulated
TW, THW, THWN, or HMWPE insulated copper, 10 gauge or thicker wire for
pipeline location purposes by means of an electronic line tracer.
a. The wires shall be installed along the entire length of the pipe.
b. Sections of wire shall be spliced together using approved splice caps and
waterproof seals. Twisting the wires together is not acceptable.
C. Fusion Joints
1. Unless otherwise specified, PE4710 pipe and fittings shall be assembled in the
field with butt fusion, saddle fusion or electrofusion joints. ASTM F2620 and the
pipe manufacturer’s recommended procedure shall be observed for butt fusion
and saddle fusion joints. ASTM F1290 and the electrofusion fitting
manufacturer’s recommended joining procedure shall be observed for
electrofusion joints.
2. Field butt fusion, saddle fusion and electrofusion joints shall be made by Fusion
Technicians that are qualified in accordance with this specification to make the
specific fusion joint type.
3. Field fusion joints shall be recorded and documented in accordance with this
specification.
4. Joint Recording: Each fusion joint shall be recorded and logged by an electronic
monitoring device (data logger) connected to the fusion machine that shall
register and/or record the parameters required by the manufacturer and these
specifications. Data not logged by the data logger shall be logged manually and
be included in the Fusion Technician’s joint report.
5. De-beading inside of the piping is required.
D. Quality Assurance
1. References:
The following documents are incorporated in this specification by reference.
Where a referenced document contains references to other standards, those
standards are included as references under this section as if referenced
directly. In the event of a conflict between the requirements of this section
and those of the referenced standards, the requirements of this specification
shall prevail.
CITY OF PASCO DIVISION 7
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Unless otherwise specified, references to documents shall mean the latest
published edition of the referenced document in effect at the time of
construction.
Reference Title
AWWA C651 Standard for Disinfecting Forcemains
ANSI/AWWA C901 Polyethylene (PE) Pressure Pipe and Tubing, ½ In. (13 mm)
Through 3 In. (76 mm) for Water Service
ANSI/AWWA C906 Polyethylene (PE) Pressure Pipe and Fittings, 4 In. (100
mm) Through 63 In. (1,600 mm), for Water Distribution and
Transmission
ASTM C923 Standard Specification for Resilient Connectors Between
Reinforced Concrete Manhole Structures, Pipes and
Laterals
AWWA M55 Manual of Water Supply Practices, PE Pipe–Design and
Installation
ASTM D1603 Standard Test Method for Carbon Black in Olefin Plastics
ASTM D2321 Standard Practice for Underground Installation of
Thermoplastic Pipe for Sewers and Other Gravity-Flow
Applications
ASTM D2774 Standard Practice for Underground Installation of
Thermoplastic Pressure Piping
ASTM D3035 Standard Specification for Polyethylene (PE) Plastic Pipe
(DR-PR) Based on Controlled Outside Diameter
ASTM D3261 Standard Specification for Butt Heat Fusion Polyethylene
(PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and
Tubing
ASTM D3350 Standard Specification for Polyethylene Plastics Pipe and
Fittings Materials
ASTM D4218 Standard Test method for Determination of Carbon Black
Content in Polyethylene Compounds by the Muffle-Furnace
Technique
ASTM F585 Standard Practice for Insertion of Flexible Polyethylene Pipe
Into Existing Sewers
ASTM F714 Standard Specification for Polyethylene (PE) Plastic Pipe
(SDR-PR) Based on Outside Diameter
ASTM F1055 Standard Specification for Electrofusion Type Polyethylene
Fittings for Outside Diameter Controlled Polyethylene Pipe
and Tubing
ASTM F1290 Standard Practice for Electrofusion Joining Polyolefin Pipe
and Fittings
ASTM F1417 Standard Test Method for Installation Acceptance of Plastic
Gravity Sewer Lines Using Low-Pressure Air
CITY OF PASCO DIVISION 7
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SANITARY SEWERS, WATERMAINS, AND CONDUITS
JANUARY 2021 SP – 31 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Reference Title
ASTM F1962 Standard Guide for Use of Maxi-Horizontal Directional
Drilling for Placement of Polyethylene Pipe or Conduit Under
Obstacles, Including River Crossings
ASTM F2164 Standard Practice for Field Leak Testing of Polyethylene
(PE) Pressure Piping Systems Using Hydrostatic Pressure
ASTM F2206 Standard Specification for Fabricated Fittings of Butt-Fused
Polyethylene (PE) Plastic Pipe, Fittings, Sheet Stock, Plate
Stock, or Block Stock
ASTM F2620 Standard Practice for Heat Fusion Joining of Polyethylene
Pipe and Fittings
ASTM F2786 Standard Practice for Field Leak Testing of Polyethylene
(PE) Pressure Piping Systems Using Gaseous Media Under
Pressure (Pneumatic Leak Testing)
NSF/ANSI 61 Drinking Water System Components–Health Effects
PPI TR-4 PPI Listing of Hydrostatic Design Basis (HDB), Strength
Design Basis (SDB), Pressure Design Basis (PDB) and
Minimum Required Strength Ratings for Thermoplastic
Piping Materials for Pipe
PPI TR-46 Guidelines for Use of Mini-Horizontal Directional Drilling for
Placement of High Density Polyethylene Pipe
2. Manufacturer Requirements
a. High density polyethylene (HDPE) pipe and fittings shall be manufactured in
accordance with the following standards:
ASTM D3035 ½ in through 24-in pipe
ASTM F714 3-in through 54-in pipe
AWWA C901 1/2 In. (130 mm) through 3 In. (76 mm) pipe and tubing
AWWA C906 4 In. (100 mm) through 63 In (1,600 mm) pipe and
fabricated fittings
ASTM D3261 butt fusion fittings, saddles and flange adapters
ASTM F1055 electrofusion couplings and saddles.
ASTM F2206 fabricated fittings
3. Fusion Technician Requirements
a. Each Fusion Technician shall be separately qualified to make each type of
fusion joint. Fusion joint types are butt fusion, saddle fusion and
electrofusion. Qualification to make one type of fusion joint shall not qualify a
Fusion Technician to make a different type of fusion joint.
b. Each Fusion Technician making butt fusion joints shall be qualified to make
butt fusion joints in accordance with ASTM F2620. Qualification shall have
occurred not more than 12 months before performing fusion joining on site in
CITY OF PASCO DIVISION 7
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accordance with this specification. Qualification shall be a documented
demonstration of proficiency by making joints in accordance with ASTM
F2620 that are proved to be satisfactory by destructive testing in accordance
with ASTM F2620.
c. Each Fusion Technician making saddle fusion joints shall be qualified to
make saddle fusion joints in accordance with ASTM F2620. Qualification
shall have occurred not more than 12 months before performing on-site
fusion joining in accordance with this specification. Qualification shall be a
documented demonstration of proficiency by making joints in accordance with
ASTM F2620 that are proved to be satisfactory by destructive testing in
accordance with ASTM F2620.
d. Each Fusion Technician making electrofusion fitting joints shall be qualified to
make electrofusion fitting joints in accordance with ASTM F1290 and the
electrofusion fitting manufacturer’s recommended procedure. Qualification
shall have occurred not more than 12 months before performing on-site
fusion joining in accordance with this specification. Qualification shall be a
documented demonstration of proficiency by making joints in accordance with
ASTM F1290 and the electrofusion fitting manufacturer’s recommended
procedure that are proved to be satisfactory by destructive testing in
accordance with ASTM F1290 and the electrofusion fitting manufacturer’s
recommended procedure.
4. Approved Suppliers
a. Pipe and fitting suppliers shall be approved by the Project Engineer.
b. The following pipe manufacturers are approved:
1) WL Plastics
5. Warranty
a. Pipe and fitting suppliers shall provide a one-year warranty covering defects
in product material and workmanship. A successful pressure test or pressure
leak test prior to the expiration of the warranty period shall not relieve the
supplier of warranty responsibility for the full warranty term.
b. Fusion providers shall provide a one-year warranty from the date of
installation acceptance covering defects in fusion joining workmanship that
shall provide for remaking defective butt fusion, saddle fusion or electrofusion
joints. A successful pressure test or pressure leak test prior to the expiration
of the warranty period shall not relieve the installer of warranty responsibility
for the full warranty term.
6. Submittals
a. The following information shall be submitted by pipe and fitting suppliers:
1) Name of the pipe manufacturer and a list of the piping and quantities to
be provided by manufacturer.
2) Name(s) of fitting manufacturer(s) and lists of fittings and quantities to be
provided by manufacturer.
CITY OF PASCO DIVISION 7
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3) Pipe and fitting product data indicating conformance with this
specification, applicable standards, and warranty provisions, including
written documentation regarding any intended variance from this
specification and applicable standards.
4) At the time of shipment, the supplier shall provide certified documentation
of pipe and fitting conformance with this specification and applicable pipe
and fitting standards specified herein.
b. The following information shall be submitted by fusion providers.
1) Documentation that each Fusion Technician has met requirements for
joining proficiency for each type of fusion joint performed by the Fusion
Technician under this specification.
2) Documentation of conformance with this specification and applicable
standards, including written documentation regarding any intended
variance from this specification and applicable standards. This will
include fusion joint warranty information and recommended project
specific fusion parameters, including criteria logged and recorded by data
logger.
3) The following AS-RECORDED DATA is required from the Contractor
and/or Fusion Provider:
Fusion reports for each fusion joint performed on the project, including joints that
were rejected. Submittals of the Fusion Technician’s joint reports are required as
requested by the Contracting Agency or Engineer. Specific requirements of the
Fusion Technician’s joint report shall include:
a) Pipe or fitting size and DR or pressure class rating
b) Fusion equipment size and identification
c) Fusion Technician Identification
d) Job Identification Number
e) Fusion Number
f) Fusion joining parameters
g) Ambient Temperature
7-20.3(6) Handling and Storage of HDPE
A. Pipe lengths should be placed and stored on level ground. Pipe should be stored
at the job site in the unit packaging provided by the manufacturer. The interior of
the pipe, as well as all end surfaces, should be kept free from dirt and foreign
matter.
1. Pipe shall be handled and supported with the use of woven fiber pipe slings
or approved equal. Care shall be exercised when handling the pipe to not cut,
gouge, scratch or otherwise abrade the piping in any way. Use of hooks,
chains, wire rope or any other handling device which creates the opportunity
to damage the surface of the pipe is strictly prohibited.
CITY OF PASCO DIVISION 7
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2. Covering or shading of PE4710 pipe and fittings against exposure to
ultraviolet light from sunlight is not required.
3. All piping shall be bundled or packaged for transportation by commercial
carrier to the site.
4. Before off-loading, pipe shall be inspected for damage. Any pipe damaged in
shipment shall be assessed and either accepted or rejected as directed by
the Owner or Engineer, and the pipe supplier shall be notified of rejected pipe
within 7 days of delivery at the site. Rejected pipe shall be quarantined for
disposition. Each pipe shipment shall be checked for quantity and proper
pipe size, color and type.
5. Pipe shall be off-loaded and handled in accordance with the pipe
manufacturer’s instructions and AWWA M55.
7-20.3(7) Connections
HDPE pipe connections shall be installed per applicable standards and regulations, as
well as per the connection manufacturer’s recommendations and as indicated on the
drawings. Pipe connections to structures shall be installed per applicable standards and
regulations, as well as per the connection manufacturer’s recommendations.
7-20.3(8) Hydrostatic Pressure Test
A. Prior to the acceptance of the work, the installation shall be subjected to a
hydrostatic pressure test of 125 psi minimum, for 15 minutes. Any drop in
pressure must be within the allowable limits set by Standard Specification 7-
09.3(23). Any leaks or imperfections developing under said pressure shall be
remedied by the contractor. No main shall be hydrostatically tested until the lines
are flushed. The main shall be tested between valves. Insofar as possible, no
hydrostatic pressure shall be placed against the opposite side of the valve being
tested. Test pressure shall be maintained while the entire installation is
inspected.
B. The contractor shall provide all necessary equipment and shall perform all work
connected with the tests. Tests shall be made after all connections have been
made and the roadway section is constructed to subgrade. This is to include any
and all connections and hydrants as shown on the plan. The contractor shall
perform the test to assure that the equipment to be used for the test is adequate
and in good operating condition and the air in the line has been released before
requesting the city to witness the test.
C. Testing against existing valves shall not be allowed.
D. Pneumatic (compressed air) leakage testing of PE4710 pressure piping is
prohibited.
7-20.3(9) Tracer Wire Testing
Upon completion of installation by direct burial, sliplining, directional boring or pipe
bursting, the Contractor shall demonstrate that the tracer wire is continuous and
unbroken through the entire run of the pipe.
1. Demonstration shall include full signal conductivity (including splices) when
energizing for the entire run in the presence of the Owner or Engineer.
CITY OF PASCO DIVISION 7
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2. If the wire is broken, the Contractor shall repair or replace it. Pipeline installation
will not be accepted until the tracer wire passes a continuity test.
7-20.4 Measurement
Single Forcemain or Dual Forcemain HDPE, DR 11, 20-inch Outside Diameter (IPS) shall be
measured as the linear feet of completed installation measured along the invert and will
include the length through elbows, tees, and fittings. The number of linear feet of 20” Diam.
HDPE Forcemain will be measured separately for portions of the overall alignment in which
pipes are together and within the same trench (Dual Forcemain) and when alignment is
different and within two separate trenches (Single Forcemains). The linear footage of each
Single Forcemain will also be measured separately for each of the two pipes, as they have
slightly different alignments and thus do not have identical lengths. See Table 7-20 below
for Stationing. Trench Excavation, Haul, and Disposal for the pipe trench will not be
measured for payment. Such excavation shall be included in the price bid per linear foot for
pipe. Forcemain pipe testing and inspection will not be measured for payment and all
testing and disinfection shall be included in the cost for these contract bid items.
Pipe Lengths:
Single/Dual
Begin
Stationing
End
Stationing
FM Length
(LF)
Single FM - East 169+00 224+72.30 5,560
Single FM West 169+00 224+72.30 5,575
Dual FM 1+39.39 169+00 17,065
Dual FM 224+72.3 250+81.57 2,615
Connection to Existing PWRF Influent Piping shall be measured per Lump Sum for both
forcemain pipe connections to the Foster Wells and Columbia East Forcemains. Excavation
for connection to the Foster Wells and Columbia East forcemains will not be measured for
payment. Such excavation shall be deemed incidental.
Connection to Existing Columbia East Pump Station shall be measured per Lump Sum for
both forcemain connections to the existing piping. Excavation for connection to the existing
piping will not be measured for payment. Such excavation shall be deemed incidental to
and included in the price bid per each for connection to existing forcemain.
Bank Run Gravel for Trench Backfill will not be measured and will be considered incidental
to “Single Forcemain HDPE, DR11, 20-inch Diam. (IPS)” and “Dual Forcemain HDPE,
DR11, 20-inch Diam. (IPS)” as needed to replace unsuitable, native material.
Extra Trench Excavation shall be measured by the CY and account for every additional one
(1) foot below the grade of pipeline as indicated on the plans.
Removal and Replacement of Unsuitable Material shall be measured by the CY and include
all material deemed unsuitable by the engineer below the pipe zone bedding when removed
in excess of one (1) foot.
CITY OF PASCO DIVISION 7
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7-20.5 Payment
Section 7-09.5 is revised with the following section:
Single Forcemain HDPE, DR 11, 20-inch Diam. (IPS)
with inside diameter of 16.146 inches – East, Station
169+00 to 224+72.30
Linear Foot
Single Forcemain HDPE, DR 11, 20-inch Diam. (IPS)
with inside diameter of 16.146 inches – West, Station
169+00 to 224+72.30
Linear Foot
Dual Forcemain HDPE, DR 11, 20-inch Diam. (IPS)
with inside diameter of 16.146 inches – Station -
1+39.39 to 169+00 and 224+72.30 to 250+81.57
Linear Foot
Connection to Existing PWRF Influent Piping Lump Sum
Connection to Columbia East Pump Station Lump Sum
Removal and Replacement of Unsuitable Materials Cubic Yard
The Contract Price for “Single Forcemain HDPE, DR11, 20-inch Diam. (IPS)” and “Dual
Forcemain HDPE, DR11, 20-inch Diam. (IPS)” per linear foot installed shall be full
compensation for, but is not limited to, all labor, material, fittings, pre-fabricated bends,
fusion welding, incidentals, tools, bedding, and equipment necessary to satisfactorily
complete the work as defined in the Standard Specifications and as shown on the Contract
Plans including trench details. All labor, equipment and material required for excavation and
backfill with native material or imported bankrun gravel for trench backfill is considered
incidental to the contract price. De-beading the inside of the HDPE piping at fusion joints is
also considered incidental to this bid item.
The Contract Price for “Connection to Existing PWRF Influent Piping” per lump sum shall be
full compensation for, but is not limited to all labor, material, fittings, plug valves, temp
connections, blocking, incidentals, tools, and equipment necessary to satisfactorily complete
the work as defined in the Specifications and as shown on the Contract Plans for both 20”
HDPE pipe connections. Incidental work to the lump sum bid price includes but is not limited
to removal and disposal of existing pipe, excavation, backfill and restoration.
The Contract Price for “Connection to Existing Columbia East Pump Station” per lump sum
shall be full compensation for, but is not limited to, all labor, material, incidentals, tools and
equipment necessary to satisfactorily complete the work as defined in the Standard
Specifications and these Specifications and as shown on the Contract Plans for both 20”
HDPE pipe connections. The Contractor is reminded that specifically included in, but not
limited to, the unit prices for Connection to Existing Columbia East Pump Station are all
costs for existing pipe removal as specified on the contract plans and these specifications as
necessary to connect to the existing piping system.
The Contract Bid Price for “Removal and Replacement of Unsuitable Material” shall be
measured by the CY and include all material deemed unsuitable by the engineer below the
pipe zone bedding. Payment for this contract bid item shall begin when unsuitable material
is removed in excess of one (1) foot below the pipe invert elevation. The unit contract bid
price shall be considered full compensation for additional trench safety, haul, place,
compacting backfill material. For the Purpose of establishing a common basis for evaluating
bids, an allowance quantity is included in the bid form and does not represent the quantity
CITY OF PASCO DIVISION 7
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that may be necessary for work. The “Significant Change” provisions of section 1-04.4 of
the Standard Specifications shall not apply and exact quantities will be determined in the
field as work progresses.
7-21 VALVES FOR FORCEMAINS
(Special Provision) New
7-21.1 Description
This Work consists of installing isolation and air valves on sanitary sewer forcemains in
accordance with the plans and this specification.
7-21.2 Materials
7-21.2(1) Plug Valves
A. Plug Valves. All plug valves shall be epoxy coated PV. The coating shall be
between 6 – 8 mils in thickness in accordance with ANSI/AWWA C116/A21.16
requirements and shall meet or exceed Underwriters Laboratories UL 262 testing
and approval. Valve Box. All valves shall have a standard cast iron valve box
B. Set to grade. If valves are not set in paved area, a three-foot by three-foot by
four-inch concrete pad shall be set around each valve box at finished grade. In
areas where valve box falls in road shoulder, the ditch and shoulder shall be
graded before placing asphalt or concrete pad. Valve Box Lid shall be labeled
“Forcemain” and the notches to accommodate the valve box lid in the box are to
be aligned parallel with the pipe below it in order to show the direction of the
pipe.
C. Valve Marker Post. Valve marker posts shall be four-inch by four-inch reinforced
concrete or schedule 40 steel posts 5 feet long stamped with “FM” and distance
to valve. Post shall be painted with one base coat and two coats blue oil-base
enamel.
7-21.2(2) Combination Air Valves for Wastewater
A. SCOPE
1. This specification is intended to cover the design, manufacture, and testing of
2 in through 8 in. Combination Wastewater Air Valves for working pressures
up to 250 psig designed specifically for use in sewage applications.
2. Combination Air Valves shall be float operated valves designed to release
accumulated air or gas from a piping system while the system is in operation
and under pressure. In addition the valves shall discharge large quantities of
air during pipe filling operations and intake large quantities of air during pipe
draining and water column separation.
B. STANDARDS, APPROVALS and VERIFICATION
1. The valve manufacturer shall have ISO 9001 and ISO 14001 & OHAS 18001
certifications.
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C. DESIGN
1. The valve body shall be conical in shape to maintain maximum air gap
between the wastewater and the sealing mechanism. Wastewater shall not
come in contact with the sealing mechanism at any time during normal
operation at the valve’s working pressure. The valve shall have a single float
design. The float shall be located in the main body of the valve. The valve
shall be designed to ensure a drip tight sealing at back pressure as low as
1.5 psi.
2. A spring cushioned joint between the sealing mechanism and float/stainless
steel rod assembly shall perform without jamming or allowing air escape
under vibrations or float bouncing related to the turbulence from pump start
and stop or flow fluctuations. High velocity air will not shut the valve.
3. The resilient seal shall provide smooth positive opening, closing, and leak
free sealing over the range of pressures 1.5 psi and higher, that the system
will experience including static system pressure.
4. The valve shall have a (¼” for 2”, 1” for 3" – 8”) inch ball valve connected to
the lower valve body to relieve internal pressure for cleaning and for use in
flushing the valve.
5. The valve shall have a funnel shaped lower body to automatically drain
wastewater and other debris from the valve.
6. The working pressure shall range from 1.5 to 250 psi and the valve shall be
tested to 360 psi. Air valves which are not rated for minimum sealing
pressure of 1.5 psi or less and maximum working pressure of 250 psi shall
not be considered equal or acceptable. The maximum working temperature
shall be 140°F with maximum intermittent temperatures of up to 194°F.
7. The valve shall have an optional Non-Slam (NS) or anti surge device which
can be connected to the discharge of the air valve to throttle the air discharge
to prevent surge or hammer during a vacuum or water column separation
event.
8. The valves shall be designed and tested in accordance to AWWA C512-15
9. The float shall operate in concert with a spring/lever guided seal design that
creates the closure of the valve preventing water from escaping the valve at
system operation under pressure of 1.5 psig and higher, while being able to
automatically adjust its position to allow for controlled intermittent air release.
Valves that do not incorporate this seal solution shall not be considered equal
or acceptable. Valve designs that do not intentionally allow for intermittent
release of air during operation shall not be considered equal or acceptable.
D. MATERIALS
1. The body and lower flange shall be constructed of 316 stainless steel
(standard 3” – 8” sizes) or reinforced nylon (standard 2” only, 316 stainless
steel optional). (Alternate materials of construction are available. Please
consult with your local authorized representative for appropriate material
combinations).
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2. The drainage cover shall be constructed of 316 stainless steel (2” and 3”) or
PVC (4”) or polyethylene (6” & 8”). (Alternate materials of construction are
available. Please consult with your local authorized representative for
appropriate material combinations).
3. The float shall be constructed of 316 stainless steel or polypropylene as
indicated on the drawings or in this specification and shall have a minimum
clearance of 1” from each side wall to prevent blockage of the float.
4. All metal hardware shall be 316 stainless steel. The sealing disc shall be
E.P.D.M. All O-rings shall be of BUNA-N with pressure ratings equivalent to
the overall working pressure of the valve.
E. TESTING
1. All valves supplied under this section shall be hydraulically tested to a
minimum pressure of 360 psi. Valves which are not tested to a minimum
pressure of 360 psi shall not be considered equal or acceptable.
F. MANUFACTURER
1. All valve manufacturers shall have a minimum of ten (10) years’ experience in
manufacturing air valves for water and waste water applications.
2. All air valves shall be accompanied by a written One (1) year warranty for
epoxy coated steel and Five (5) years for SS and nylon valves.
3. All combination air valves shall be model ARI D26 as manufactured by ARI or
approved equal.
4. All valves shall be installed in accordance with the manufacturers’
recommendations and the installation shall include an isolation valve for
control and valve maintenance.
7-21.3 Construction Requirements
All valves shall be installed in accordance with Standard Specification section 7-12.3.
7-21.4 Measurement
Section 7-22.4 is supplemented with the following:
Plug Valve shall be measured per each for each valve and valve box installed.
Combination Air Valve Assembly shall be measured per each valve and assembly
installed.
7-21.5 Payment
Section 7-22.5 is revised with the following section:
Plug Valve Each
Comb. Air Valve Assembly Each
The unit price per each for Plug Valve shall be full compensation for the valves complete,
tested, installed with all materials, tools, labor and equipment necessary for construction.
CITY OF PASCO DIVISION 7
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The Contractor is reminded that specifically included in, but not limited to, the unit prices for
Plug Valve are all costs for the furnishing and placing of all materials shown on the plans for
these assemblies: valve extensions where required, valve boxes, valve markers, and
painting valve markers.
The unit price per each for Comb. Air Valve Assembly shall be full compensation for the
valves complete, tested, installed with all materials, tools, labor and equipment necessary
for construction. The Contractor is reminded that specifically included in, but not limited to,
the unit prices for Comb. Air Valve Assembly are all costs for the furnishing and placing of all
materials shown on the plans for these assemblies: valve extensions where required, valve
boxes, valve markers, and painting valve markers.
END OF DIVISION 7
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 8
MISCELLANEOUS CONSTRUCTION
CITY OF PASCO DIVISION 8
MISCELLANEOUS CONSTRUCTION
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
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FORCEMAIN IMPROVEMENTS
DIVISION 8
MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.1 Description
(Special Provision) Replacement
This Work consists of furnishing, installing, maintaining, removing and disposing of high
visibility fence, and water pollution and erosion control items in accordance with these
Specifications and as shown in the Plans or as designated by the Engineer.
8-01.2 Materials
(Special Provision) Replacement
Materials shall meet the requirements of the following sections of the WSDOT 2021
Standard Specifications for Road, Bridge, and Municipal Construction, as modified herein:
Erosion Control Devices 9-14.5
High Visibility Fence 9-14.5
Construction Geotextile 9-33
Plastic Covering 9-14.5(3)
At a minimum, the Contractor shall have the following erosion control materials and
associated incidentals stockpiled onsite, ready for use:
• Contractor shall have 1,000 square feet of plastic sheeting on hand.
These materials are to be held in reserve and only used to address unanticipated or
emergency-type situations.
These materials may or may not be utilized during the course of the project. If used during
the course of the work, they shall be replenished by the Contractor at no additional cost to
the City.
8-01.3 Construction Requirements
(Special Provision) Replacement
8-01.3(1) General
The Contractor shall ensure that materials, equipment, and experienced labor are
available and on-hand to implement additional erosion control BMPs to address
unanticipated situations.
Minimum Water Pollution/Erosion Control Requirements
These specifications are the minimum water pollution/erosion control requirements for
City projects. Additional requirements or modifications of these specifications may be
set forth in the related permits. Additional measures, beyond what are set forth herein,
may be necessary in order to accommodate the Contract schedule, or materials and
construction methods employed by the Contractor.
It is the Contractor’s responsibility to assess water pollution/erosion control needs to
maintain water quality in accordance with the requirements, conditions, and regulations
CITY OF PASCO DIVISION 8
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of applicable codes, orders, ordinances, laws, specifications and permits. This
assessment shall be reflected in the Contractor’s bid.
The Contractor shall install and maintain all temporary and permanent erosion control
Best Management Practices (BMPs) in accordance with the Contract Plans, Standard
Specifications, these specifications, the Construction Stormwater Pollution Prevention
Plan (CSWPPP), permit conditions or as directed by the Engineer prior to clearing,
grubbing, or grading or as necessary, as work progresses. Erosion control BMPs as
described in these specifications are based on the 2019 Eastern Washington Storm
Water Management Manual. Erosion control BMPs as described in these specifications
are based on the 2019 Eastern Washington Storm Water Management Manual.
To the degree possible, the Contractor shall coordinate this temporary work with
permanent drainage and erosion control work the Contract requires.
The Contractor shall coordinate with the Engineer on required erosion control BMPs
prior to beginning construction activities. As construction progresses and seasonal
conditions dictate, more erosion control BMPs may be required to ensure complete
erosion control. Therefore, during the course of construction, it shall be the obligation
and responsibility of the Contractor to address any new conditions that may be created
by his or her activities. Additional erosion control BMPs may be required by the
Engineer in the event of an emergency, and as weather and field conditions dictate.
Construction Sequence for Erosion Control
The Contractor shall consider and include the following construction sequence steps
when preparing the project schedule, order of work and the Construction Stormwater
Pollution Prevention Plan (CSWPPP), for each phase of the work. Any changes or
modifications to this sequence can be proposed by the Contractor by describing an
alternate construction sequence in the project CSWPPP (including modification to the
Temporary Erosion/Sedimentation Control (TESC) Plan/Notes where appropriate) and
then submitting the CSWPPP for review and approval to the Engineer.
A. The Contractor shall install silt fences, straw wattles, interceptor swales, catch
basin inserts and other perimeter erosion control BMPs as shown on the
Contract/TESC Plans and as construction activities may dictate.
1 The Contractor shall install sediment ponds, check dams, stormwater bypass
systems, diversion swales, and other interior erosion control BMPs as shown
on the Contract/TESC Plans and as construction activities may dictate.
2 The Contractor shall then perform clearing, grubbing, and grading required
for construction of the various phases of work as required.
3 The Contractor shall inspect daily and maintain all erosion control BMPs to
provide the required protection of downstream water quality and the storm
drain system.
4 The Contractor shall install permanent site stabilization measures as shown
on the Contract/TESC Plans or as directed by the Engineer.
5 Adjacent properties shall be protected from sediment deposition by
appropriate use of erosion control BMPs.
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The Engineer may impose additional restrictive measures at no additional cost to the
City in order to protect water quality if the BMPs employed by Contractor are not
effective in preventing the degradation of surface water quality.
8-01.3(1)A Submittals
The Contractor shall provide a phone list of the project manager, the site
superintendent, erosion control lead, the foreman and other key personnel who can
be reached at any time in the event of onsite problems.
8-01.3(1)B Certified Erosion and Sediment Control Lead (CESCL)
(Special Provision) New
Add the following NEW Section:
The Contractor shall identify the Certified Erosion and Control Lead and include
contact information including 24 hour a day contact phone and cell phone numbers.
For projects with one acre (43,560 sq. ft.) or more of disturbance, a Certified Erosion
and Sediment Control Lead (CESCL) must routinely inspect the site. The CESCL
must conduct weekly visual inspections of the site to ensure the best management
practices (BMPs) are functioning properly.
The CESCL shall implement the Temporary Erosion and Sediment Control (TESC)
Plan. Implementation shall include, but is not limited to:
1. Installing and maintaining all temporary erosion and sediment control Best
Management Practices (BMPs) included in the TESC Plan to assure continued
performance of their intended function. Damaged or inadequate TESC BMP’s
shall be corrected immediately.
2. Updating the TESC Plan to reflect current field conditions.
3. Noting the inspection results in the site’s monitoring Log Book and making the
Monitoring Log Book available to the Engineer and any regulatory agency for
review.
4. Noting modifications or changes made to the onsite erosion control measures to
respond to weather or site conditions in the monitoring Log Book.
8-01.3(1)B1 Erosion Control and Water Quality Monitoring Logbook
Water quality monitoring is not required for this project.
8-01.3(1)C Water Management
(Special Provision) Replacement
Section 8-01.3(1)C shall be deleted and replaced with the following:
The Contractor shall be responsible for preventing water pollution due to construction
materials, methods, or equipment. Repair, replacement, or corrective action shall be
implemented immediately where needed or as directed by the Engineer.
Equipment shall be free of excessive fluid leaks and in good working order. The
Contractor shall designate fueling area(s) and receive approval of the Engineer prior
to using the fueling area(s). All equipment must be fueled and serviced in the
designated area(s). The Contractor shall clean up, dispose, and restore any area
CITY OF PASCO DIVISION 8
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contaminated with fuel, grease, oil, solvents, etc., at no additional cost to the City.
Disposal of the contaminants shall be in accordance with WDOE requirements.
At no time shall concrete, concrete by-products, vehicle fluids, paint, chemicals, or
other polluting matter be permitted to be discharged to the temporary or permanent
drainage system or to be discharged from the project site to surface waters.
Violators are subject to fines and are responsible for all costs associated with clean
up and restoration.
Wastewater from Portland cement concrete, masonry, and asphalt concrete cutting
operations shall be collected by vacuum or pumped into containers for disposal.
Such wastewater shall not be discharged to the storm drain system or surface
waters. Catch basin inserts are not effective in removing the fine particles and other
pollutants found in wastewater from cutting operations. Impervious surfaces
contaminated with grit and cuttings shall be cleaned to prevent the contaminants
from entering the storm drain system or surface waters when it rains. Wastewater
from cutting operations must be disposed at the concrete wash facility, if one is
required for concrete truck washing activities. Otherwise, cuttings can be discharged
to onsite soil or other porous surfaces as long as no wastewater is allowed to enter
storm drains and surface waters.
If the Engineer, under WSDOT Standard Specifications Section 1-08.6, orders the
Work suspended, the Contractor shall continue to control erosion, pollution, and
runoff during the suspension.
Payment for excavation or trench dewatering and the control of the discharge thereof
shall be deemed incidental to and included in the various bid items of work requiring
dewatering (e.g., structure excavation) unless a specific bid item is set forth in the
Proposal/Construction Contract.
8-01.3(1)F Permits
(Special Provision) New
Section 8-01.3(1)F is supplemented with the following:
For Work within the Right of Way - Temporary Erosion and Sedimentation Control
(TESC) Plan elements are included in the Contract Documents. Contractor is to
prepare a Construction Stormwater Pollution Prevention Plan (CSWPPP) including
monitoring requirements for City review. Contractor is responsible to retain the
TESCP and CSWPPP on the construction site with the Contract Documents and to
amend the plan sheet(s) and document as changes are made to erosion control in
the field. All required monitoring including monitoring of erosion control Best
Management Practices (BMPs) and water quality shall be noted in the project log
book and made available to the City and regulatory agencies upon request.
8-01.3(1)G Reporting
(Special Provision) New
A. Site Discharges of Stormwater
Site discharges of stormwater with a turbidity testing result greater than or equal
to 250 NTUs, must be reported by phone immediately by the Contractor to:
1. The Department of Ecology – 425-649-7000; and
2. The Utilities Construction Inspector; and
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3. The City of Pasco Public Works Department
Contractor shall record testing results in monitoring Log Book along with any
remedial actions taken to resolve the high turbidity discharge.
B. Spill
If any hazardous materials, including diesel fuel, gasoline, or hydraulic fluid, etc
is discharged to surface waters or the storm drain system, the Contractor shall
immediately report by phone to:
1. Department of Ecology 24-Hour Spill Response Team at 1-800-258-5990;
and
2. Call the National Response Center at 1-800-424-8802; and
3. Call City of Pasco Public Works Department
The Contractor shall also submit a detailed written report to the Washington
State Department of Ecology (Ecology Eastern Regional Office, 4601 N. Monroe,
Spokane, WA 99205-1295) within five (5) days that describes the nature of the
event, corrective action taken and/or planned, steps to be taken to prevent a
recurrence, results of any samples taken, and any other pertinent information. A
copy of the report shall also be provided to the City.
C. Fish Kill or Distress
The Contractor shall immediately report by phone to:
1 Washington State Department of Fish and Wildlife Area Habitat Biologist
Larry Fisher, Office 425-313-5683; and
2 Call City of Pasco Inspector
D. Artifacts or remains
If artifacts or bones are observed, the Contractor shall call
1 City of Pasco Construction Inspector; and
2 Army Corps of Engineers, Pasco office, 509.547.5751.
If there is no response and there is a need for immediate help, call Dr. Whitlam at
the Washington State Office of Historic and Archaeological Program (OHAP),
360.407.0771.
8-01.3(1)H Sediment Trapping
(Special Provision) New
The Contractor shall install erosion control BMPs to trap sediment onsite.
Permanent detention ponds, pipes or vaults may only be used for sediment
containment when specifically indicated on the Contract Plans. Such permanent
facilities shall be cleaned of all sediment and debris prior to final project acceptance.
Where shown on the Contract Plans, and at other sensitive areas (wetlands,
streams, lakes, etc.) or as directed by the Engineer, the Contractor shall install
double silt fencing at the proposed toe of the embankment to be constructed and/or
area to be cleared, grubbed or graded.
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Installation of additional sediment trapping BMPs shall be as directed by the
Engineer should the need arise, at no additional cost to the City.
8-01.3(1)I Temporary Stabilization
(Special Provision) New
All soils disturbed by construction activities must be stabilized and/or protected from
erosion when measurable precipitation is forecasted or as directed by the Engineer.
During May 1 through September 30, unworked soils and stockpiles shall not be
exposed for longer than seven (7) days before being covered or stabilized. When
there is the likelihood of measurable precipitation (0.1 inch or more in a 24 hr.
period), the Contractor shall temporarily cover disturbed soils and stockpiles with
plastic sheeting to protect them from erosion. Plastic sheeting is not to be used for
long-term stabilization.
Straw mulch (two inches deep) may be used for providing immediate protection to
disturbed soils, and can be applied to slopes up to 2:1 for up to four months. The
use of straw mulch alone is considered temporary. If conditions warrant, straw
mulch shall be anchored by crimping, covering with netting, or spraying with a
tackifier.
Constructed slopes steeper than 10% shall be roughened by stair-step grading,
grooving, furrowing, or tracking to produce indentations parallel to ground contours
prior to seeding and mulching.
Erosion control blankets (ECBs) shall be used on graded slopes greater than 2:1 or
where directed by the Engineer.
The Contractor may propose other suitable alternatives to stabilize disturbed areas.
The Contractor shall submit the proposal along with all necessary supporting
information to the Engineer for review. Only those suitable alternatives that have
been approved by the Engineer may be implemented. Review and approval of
alternative stabilization methods and/or materials by the Engineer does not alleviate
the Contractor’s responsibility for ensuring effective erosion control. If the alternative
erosion control BMPs fail, the Contractor shall be responsible for stabilizing the
disturbed area to prevent erosion at no additional cost to the City. It is the
Contractor’s responsibility to carefully select and implement appropriate erosion
control alternatives given the site conditions.
8-01.3(1)J Permanent Stabilization
(Special Provision) New
When final grades have been established, areas disturbed by construction activities
shall be permanently stabilized within 7 calendar days by hydroseeding, seeding and
mulching, sodding and/or landscaping as shown on the Contract Plans if the TESC
plan, or as directed by the Engineer.
Additional hydraulic mulch shall supplement the typical hydroseed mix due to site,
seasonal or weather constraints as directed by the Engineer.
Disturbed interior slopes and bottom for bio-swales and permanent drainage ditches
shall be sodded. Contractor shall water the sod as needed to maintain a healthy,
viable condition until final project acceptance.
CITY OF PASCO DIVISION 8
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Ditches and swales which are not suitable for sod placement due to continuous soil
saturation, steep channel slope, seasonal conditions, etc., shall be protected with an
appropriate non-eroding lining.
8-01.3(1)K Erosion Control Best Management Practices
(Special Provision) New
An erosion control system using the following BMPs shall be installed prior to any
clearing or grading. Additional erosion controls may be required by the Engineer as
weather and field conditions dictate.
If the Contractor removes BMPs in order to facilitate the completion of the work, the
Contractor shall immediately reinstall the BMPs in order to control erosion at no
additional cost to the City.
8-01.3(8) Street Cleaning
(Special Provision) Supplement
Section 8-01.3(8) is supplemented with the following:
Dirt, mud, and debris shall be removed from the roadway by shoveling or sweeping and
transported to an appropriate disposal area. The Contractor will not be allowed to use
water to wash impervious surfaces or areas during construction. Vacuum sweepers with
dust suppression shall be used as frequently as deemed necessary by the Engineer.
If the City is forced to clean up after the Contractor’s operations, the cost of time and
materials will be deducted from the Contractor’s payment.
8-01.3(15) Maintenance
(Special Provision) Replacement
Replace this section with:
The Contractor shall inspect and maintain the temporary and permanent erosion control
BMPs in a satisfactory working condition until such time that construction is complete,
and the potential for erosion has passed. BMP maintenance activities shall be noted in
the monitoring logbook.
The Contractor shall inspect daily and immediately following a storm event, all areas
containing permanent and temporary erosion control BMPs. The Contractor shall
implement necessary repairs to or replacement of erosion control BMPs promptly.
Repairs or replacement shall be performed immediately following a storm event and
during prolonged rainfall.
Sediment deposits shall be removed after each storm event or when the level of
deposits reach approximately one-half the maximum potential depth or as directed by
the Engineer. Disposal of any excavated material from the construction site and
deposited on property within the city limits must be done in compliance with a valid
permit.
8-01.3(15)A Temporary Suspension of Work
(Special Provision) New
It is the Contractor’s responsibility to control water pollution and erosion resulting
from his or her activities. All minimum required BMPs shall be installed and fully
operational. If the Contractor is unable to satisfactorily abate water pollution or
CITY OF PASCO DIVISION 8
MISCELLANEOUS CONSTRUCTION
JANUARY 2021 SP – 48 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
erosion problems due to adverse weather or construction methods, the Engineer
shall suspend all or parts of the work until such problems are resolved to the
satisfaction of the Engineer. The Contractor shall work diligently to implement
additional BMPs or alternate construction methods to control water pollution and
erosion and/or complete those parts of the project not affected by the suspension
until the Engineer authorizes the suspended work to begin again.
8-01.3(15)B Monitoring
(Special Provision) New
The Contractor shall implement any monitoring requirements set forth in the Contract
Documents.
To document the effectiveness of the Contractor’s efforts to control erosion, the
Engineer may take samples to monitor the runoff flow for Total Suspended Solids
(TSS) concentrations to analyze discharge quality from the project site.
The State Surface Water Quality Standards (WAC 173.201A) for turbidity are:
1. No more than five (5) Nephelometric Turbidity Units (NTU) increase over
background levels when background turbidity is 50 NTU or less; or
2. No more than a 10% increase over background levels when background turbidity
is greater than 50 NTU.
A copy of the monitoring report will be provided to the Contractor. Based on the
effectiveness of the Contractor’s erosion control measures, work may be suspended
during periods of rainfall or when rain is forecasted, if water quality protection cannot
be maintained.
The following enforcement procedure will be employed to ensure compliance with
this specification and applicable codes, regulations, laws and permits:
Minor Violations: These include maintenance of existing BMPs and addressing
minor deficiencies (more straw mulch, repairing silt fence, covering stockpiles, etc.).
Minor Violations are those which have not yet resulted in water pollution, sediment,
or turbid water leaving the site. Initial notice of minor violations may be verbal or
written. Failure to correct these violations within the time set forth by the Engineer
shall result in written Correction Notice.
Correction Notice: Failure to comply with Initial Notice of Minor Violation(s) and/or
a release of pollutants, turbid water, or sediment from the site shall result in a
Correction Notice. The Correction Notice shall: 1) identify the work which needs to
be performed to control water pollution or erosion; and 2) establish a specific
timeframe for completion of such work. Other work on the site may be suspended as
directed by the Engineer until the corrections are completed.
Stop Work Order: Failure to address a Correction Notice within the timeframe
specified shall result in the issuance of a Stop Work Order. Upon issuance of the
Stop Work Order, all work on the site not directly related to correcting the water
pollution or erosion problems shall be suspended as directed by the Engineer. Work
on other aspects of site shall not resume until such problems are resolved to the
satisfaction of the Engineer and the Stop Work Order is removed.
CITY OF PASCO DIVISION 8
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8-01.3(16) Removal
(Special Provision) Replacement
Replace this section with:
The Contractor shall remove all temporary erosion control BMPs within twenty (20)
days after final stabilization of disturbed areas is achieved and the permanent
drainage facilities are operational (e.g., vegetated swales are vegetated) and
accepted by the City. Trapped sediment shall be removed unless otherwise
approved by the Engineer. Disturbed soil resulting from removal of temporary
erosion control BMPs shall also be permanently stabilized.
If the installation and use of the erosion control BMPs have compacted or otherwise
rendered the soil inhospitable to plant growth, such as construction entrances, the
Contractor shall take measures to rehabilitate the soil to facilitate plant growth. This
may include, but is not limited to, ripping the soil, incorporating soil amendments, or
other horticultural practices.
8-01.4 Measurement
(Special Provision) Replacement
Section 8-01.5 is replaced with the following section:
No specific measurement will be made for the Lump Sum bid item Water Pollution and
Erosion Control.
8-01.5 Payment
(Special Provision) Replacement
Section 8-01.5 is replaced with the following section:
Water Pollution and Erosion Control Lump Sum
The Contract Price for Water Pollution and Erosion Control per Lump Sum shall include all
costs for the work required at each site to furnish, install, maintain, and remove water
pollution/erosion control measures for which a specific bid item has not been prepared, all in
accordance with these specifications and as directed by the Engineer.
Specifically included in, but not limited to, the Contract Price bid for this item are all costs for:
on-hand erosion control material, stockpiling the specified quantities of erosion control
materials on site, ready for use, street sweeping, repair and maintenance of water pollution
and erosion control BMPs if work is suspended, covering and recovering stockpiles with
plastic sheeting, installing, maintaining, and removing catch basin inserts, maintaining an
Erosion Control, Sedimentation, and Water Quality Monitoring Log Book on the job site,
recording weekly Erosion Control inspections preparing and submitting revisions to the
TESC and CSWPPP to reflect erosion and sediment control measures that may differ from
those shown in the Contract Plans, and compliance with the rainy season requirements.
8-01.6 Penalties
(Special Provision) New
Failure of the Contractor to implement water pollution and erosion control BMPs that then
results in a discharge of pollutants, sediment or turbid water to surface waters (lakes,
streams, wetlands, ponds, etc.) shall result in monetary penalty and the issuance of a Stop
CITY OF PASCO DIVISION 8
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Work Order and may be subject to an enforcement action under Chapter 1.18 BCC
including monetary penalties in excess of that listed in the paragraph below.
The issuance of three Stop Work Orders as a result of the Contractor failing to implement
BMPs shall be grounds for termination of the Contract by the City.
8-01.7 Clean-up
(Special Provision) New
If pollutants or sediments are released from the project site, the Contractor shall be
responsible for the immediate clean-up of impacted storm drainage facilities (e.g., pipes,
catch basins, ditches, swales, detention ponds) and the clean-up and/or restoration of
surface waters as deemed appropriate by the Engineer.
If the City is forced to clean up after the release of pollutants or sediments, the cost of such
clean-up shall be deducted from any funds due or might become due to the Contractor.
Such costs may include:
A. Staff time (including travel time and supervision) at the actual salary cost plus 100
percent (100%) for overhead; plus
B. Actual expenses for materials; plus
C. Actual expenses or rental rates for tools and equipment; plus
D. Actual expenses for contracted services.
The Contract Documents shall set forth the measurement and payment criteria associated
with water pollution and erosion control activities. If specific bid item(s) have not been set
forth in the Proposal/Construction Contract to address water pollution and erosion control
activities, such work shall be deemed incidental to and included in the various bid items of
work and no additional payment will be allowed.
8-02 ROADSIDE RESTORATION
8-02.4 Measurement
(Special Provision) Supplement
Supplement this section with the following:
Roadside Restoration will be considered incidental to other work in this contract.
8-04 CEMENT CONCRETE TRAFFIC CURB AND GUTTER
8-04.1 Description
(Special Provision) Supplement
Section 8-04.1 is supplemented with the following:
Existing Cement Concrete Traffic Curb and Gutter affected by construction shall be replaced
as shown on the Plans
8-04.4 Measurement
All curbs and gutters will be measured by the linear foot along the line and slope of the
completed curb and gutters.
CITY OF PASCO DIVISION 8
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8-04.5 Payment
Payment will be made for the following listed Bid items that are included in the proposal:
Cement Concrete Curb and Gutter Linear Foot
The unit contract price per linear foot for “Cement Concrete Curb and Gutter” shall be full
pay for all labor, materials, equipment, and costs necessary to construct as shown on the
plans.
8-18 MAILBOX SUPPORT
8-18.1 Description
(Special Provision) Supplement
This section is supplemented as follows:
This work consists of removing, maintaining in temporary locations during construction and
reinstalling in permanent locations, all mailboxes affected by construction work in
accordance with the Plans, these specifications, and US Postmaster requirements.
8-18.3 Construction Requirements
(Special Provision) Supplement
This section is supplemented as follows:
During construction the mailboxes shall be moved to a temporary location where their
usefulness will not be impaired. The boxes shall be reinstalled at the original location or at
locations approved by the Engineer in coordination with the US Postmaster.
The existing mailboxes shall be reinstalled on new mailbox supports, in accordance with the
US Postmaster requirements for temporary mailbox, if applicable, within 24 hours of being
removed. The existing mailbox posts shall be removed and disposed of off the project site.
Excavation for new mailbox supports shall be backfilled with adjacent native material with
concrete base if required in coordination with the Engineer and US Postmaster standards.
When a newspaper tube is attached to an existing mailbox installation, it shall be removed
and attached under the mailbox on the new support, to the satisfaction of the Engineer.
8-18.4 Measurement
(Special Provision) Supplement
This section is supplemented as follows:
Measurement for Relocation of Mailboxes shall be per each.
8-18.5 Payment
(Special Provision) Supplement
This section is supplemented as follows:
Payment will be made for the following listed Bid items that are included in the proposal:
Mailbox Relocation Each
CITY OF PASCO DIVISION 8
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JANUARY 2021 SP – 52 17003 – COLUMBIA EAST
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The unit contract price per each for “mailbox relocation” shall be full pay for all labor,
materials, equipment, and costs necessary to relocate.
Add the following New Section:
8-19 EDA PROJECT SIGN
(Special Provision) New Section
8-19.1 Description
The Contractor shall supply, erect, and maintain in good condition a project sign according
to the specifications set forth in OMB Number 0610-0096, Expiration date 11/30/2021:
8-19.2 Materials
A. Size: 4’ x 8’ x ¾”
B. Materials: Exterior grade/MDO plywood (APA rating A-B)
C. Paint:
Colors: Outdoor enamel; Jet Black, Blue (PMS300), and Gold (PMS7406).
D. Specifically, on white background the following will be placed:
The U. S. Department of Commerce seal in blue, black, and gold; “EDA” in blue;
“U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT
ADMINISTRATION” in black; “In partnership with” in blue;
(Actual name of the) “EDA Grant Recipient” in black;
“Joseph R. Biden, Jr., President of the United States” in black.
E. Lettering:
Specific fonts are named below; positioning will be as shown on the illustration which
can be found in the Contract documents.
“U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT
ADMINISTRATION” – use Bank Gothic Medium
“In partnership with” use UniversTM 55 Oblique – (Name of) “EDA Grant Recipient”
use UniversTM – Extra Black 85
“Joseph R. Biden, Jr., President of the United States” – use UniversTM 55 Oblique
8-19.3 Construction Requirements
A. Erection: Posts shall be set a minimum of three feet deep in concrete footings that
are at least 12” in diameter.
B. Project signs will not be erected on public highway rights-of-way. If any possibility
exists for obstruction to traffic line of sight, the location and height of the sign will be
coordinated with the agency responsible for highway or street safety in the area.
C. The EDA Regional Director may permit modifications to these specifications if they
conflict with state law or local ordinances.
8-19.4 Measurement
Measurement for the EDA Project Sign shall be per each.
CITY OF PASCO DIVISION 8
MISCELLANEOUS CONSTRUCTION
JANUARY 2021 SP – 53 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
8-19.5 Payment
Payment will be made for the following listed Bid items that are included in the proposal:
EDA Project Sign Each
The unit contract price per each for “EDA Project Sign” shall be full pay for all labor,
materials, equipment, and costs necessary to furnish and install the project sign where
indicated on the plans and per the EDA specifications in the Contract documents.
8-22 PAVEMENT MARKINGS
8-22.2 Materials
(Special Provision) Replacement
Materials shall be provided in accordance with Section 9-34.2 of the 2021 Standard
Specifications for Roads, Bridges, and Municipal Construction.
Thermoplastic materials shall be provided in accordance with Section 9-34.3 of the Standard
Specifications for Roads, Bridges, and Municipal Construction:
1. MLE type R200 80 hot thermoplastic, manufactured by MLE Ind. Ltd., Calgary,
Alberta, Canada.
2. Catatherm® 30 125 mil thickness, hot extruded or sprayed thermoplastic
manufactured by Cataphote Division, Jackson, Mississippi 39205
3. An approved equal.
The initial skid resistance of the material shall be not less than 40 BPN when tested with a
British Portable Tester in accordance with ASTM 303.
8-22.3 Construction Requirements
(Special Provision) Replacement
Contractor shall restore all painted and thermoplastic markings damaged or removed by his
activities with like materials in accordance with Section 8-22 Pavement Markings of the
Standard Specification.
Prior to installing pavement markings the Contractor shall pre-mark the layout of all
channelization and receive approval from the Engineer. Pre-marks shall consist of painted
spot markings. The Contractor shall notify the Engineer of his/her intention to receive
approval of the pre-mark channelization at least 48 hours in advance.
8-22.4 Measurement
Measurement for Paint Lines and Plastic Stop Bar shall be per linear foot.
8-22.5 Payment
Payment will be made for the following listed Bid items that are included in the proposal:
Paint Line Linear Foot
Plastic Stop Bar Linear Foot
CITY OF PASCO DIVISION 8
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JANUARY 2021 SP – 54 17003 – COLUMBIA EAST
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The unit contract price per linear foot for “Paint line” and “Plastic Stop Bar” shall be full pay
for all labor, materials, equipment, and costs necessary to furnish and install the pavement
markings where existing striping and stop bar are present prior to asphalt removal.
Add the following New Section:
8-26 INFILTRATION FACILITY RELOCATION
(Special Provision) New Section
8-26.1 Description
If an existing infiltration facility is disturbed during construction, disturbance of the facility is
to be fully documented and the engineer to be consulted for recommended relocation. New
facility is to be installed in locations directed by the Engineer per Detail 3 on Sheet 69 in the
Plans.
8-26.2 Materials
Materials for Infiltration Facility shall be in accordance with the 2019 Stormwater
Management Manual for Eastern Washington and the City of Pasco Public Works
Standards.
8-26.3 Construction Requirements
Infiltration facilities are to be rebuilt/relocated per the engineer’s recommendations.
8-26.4 Measurement
Measurement for Relocation of Infiltration Facilities shall be per each.
8-26.5 Payment
Payment will be made for the following listed Bid items that are included in the proposal:
Infiltration Facility Relocation Each
The unit contract price per each for “Infiltration Facility Relocation” shall be full pay for all
labor, materials, equipment, and costs necessary to remove or cap existing infiltration facility
and construct a new facility per the City’s detail shown on the Plans.
END OF DIVISION 8
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
DIVISION 9
MATERIALS
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 SP – 55 17003 – COLUMBIA EAST
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DIVISION 9
MATERIALS
9-14 EROSION CONTROL AND ROADSIDE PLANTING
The materials for roadside planting shall meet the requirements of Section 9-14 of the Standard
Specifications supplemented as follows. Irrigation water shall conform to the provisions of
Section 9-25.2.
9-14.2 Topsoil
9-14.2(1) Topsoil, Type A
(Special Provision) Replacement
Section 9-14.2(1) is replaced with the following:
A. Topsoil Type A shall be a two-way mix or approved equal, consisting of the
following:
1. Soil shall be a mixture of 50% pure compost, and 50% sand, sandy loam, or
silty sand. The compost shall be fully composted and mature organic
materials. No fresh sawdust or other fresh wood by-products shall be added
to extend the volume after the composting process. Refer to Section 9-
14.4(8) Compost, of the Standard Specifications.
2. Chemical/physical characteristics shall comply with the following:
Screen Size (approx. Particle size) 7/16” maximum
Total Nitrogen 0.25% minimum
Organic Matter 50%
pH Range 5.5-7.5
Conductivity 5 mmhos/cm maximum
3. Compost shall be 98% minimum material derived from the aerobic
decomposition of recycle plant waste and/or secondary sewage treatment. It
shall be free of viable weeds and other plant propagules and shall have a
moisture content that has no visible free water or dust produced when
handling the material.
4. Contractor shall provide a complete analysis of the Topsoil Type A, with a (1)
cubic foot sample for review and approval.
9-14.3 Seed
(Special Provision) Supplement
Section 9-14.2 shall be supplemented with the following:
The dealer shall mix the grass seed for hydroseeding. The Contractor shall furnish to
the Engineer the dealer’s guaranteed statement of the composition of the mixture and
the percentage of purity and germination of each variety. Hydroseeded lawn shall be
composed of the following varieties mixed in the properties indicated.
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 56 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Hydroseeded/Seeded Lawn Mix:
Kind and Variety of Seed in Mixture
% By
Weight % Pure Seed
Minimum %
Germination
Kentucky Bluegrass Blend (3 Varieties) 50% 99% weed free 90
Perennial Ryegrass 30% 99% weed free 90
Creeping Red Fescue 20% 99% weed free 90
Seed shall be applied at a rate of 6 lbs per 1,000 sq. ft. or 250 lbs pounds per acre on
areas requiring Seeded Lawn Installation.
All seed shall be Pure Live Seed. Inert and other crop material shall not exceed 5%,
noxious weeds not to exceed 0%.
“Erosion Control Seed Mix” shall be composed of the following varieties mixed in the
proportions indicated:
Name % By Weight
Durar Hard Fescue 25%
Covar Sheep Fescue 20%
Crested Wheatgrass 20%
Intermediate Wheatgrass 20%
Sherman Big Blue 5%
Basin Wildrye 5%
Seed shall be applied at a rate of 2 lbs per 1,000 sq. ft. or 80 lbs pounds per acre on
areas requiring erosion control seeding, fertilizing and mulching.
Wood fiber mulch and fertilizer shall be applied at rate and type per seed supplier’s
recommendations.
9-14.4 Fertilizer
(Special Provision) Supplement
Section 9-14.3 is supplemented with the following:
Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as
specified herein. All fertilizers shall be furnished in standard unopened containers with
weight, name of plant nutrients and manufacturer’s guaranteed statement of analysis
clearly marked, in accordance with State and Federal law.
Fertilizer provided for hydroseeding applications shall be 10-10-10, applied at a rate that
provides 1 pound of nitrogen per 1000 square feet.
Fertilizer for trees and shrubs shall be Best-Paks, Biodegradable Packet, 20-10-5
Fertilizer or approved equal.
9-14.5 Mulch and Amendments
9-14.5(3) Bark or Wood Chip Mulch
(Special Provision) Supplement
Section 9.14.5(3) is supplemented with the following:
The Contractor shall provide “Bark mulch”, 100% medium grade composted ground
fir or hemlock bark
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 57 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Bark shall be uniform in color, free from weed seeds, sawdust and splinters. Mulch
shall not contain resin, tannin, wood fiber or other compounds detrimental to plant
life. Moisture content of bagged mulch shall not exceed 22%. The acceptable size
range of bark mulch material is ½ inch with a maximum of 20% passing the ½ inch
screen.
9-14.6 Erosion Control Devices
9-14.6(2) Biodegradable Erosion Control Blanket
9-14.6(2)D Approval and Acceptance of Biodegradable Erosion Control
Blanket
(Special Provision) New
Add the following New Section:
For temporary erosion control blanket for Road embankment areas indicated on the
Plans, the Contractor shall submit product sample and technical data to the Engineer
for approval, prior to installation.
9-14.7 Plant Materials
9-14.7(2) Quality
(Special Provision) Supplement
Section 9-14.6(2) is supplemented with:
Plant material shall be free from disfiguring knots, swollen grafts, sunscale injuries,
bark abrasions, evidence of improper pruning or other objectionable disfigurement.
Potted and container stock shall be well rooted and vigorous enough to ensure
survival and healthy growth. Shrubs shall have full foliage (not leggy). Container
stock shall be grown in its delivery container for not less than six (6) months, but not
for more than two (2) years. Root bound or broken containers will not be accepted.
Bare root, liner and root stock with dried or shriveled roots from exposure will not be
accepted.
Trees will be provided with untapped, straight, single leaders, except for multiple
stem (clump) trees. Trees shall have full crowns and balanced branching.
9-14.7(3) Handling and Shipping
(Special Provision) Supplement
Section 9-14.6(3) is supplemented with:
All plant material shall be transported to planting locations with care to prevent
damage. Tie back branches as necessary and protect bark from chafing with burlap
bags. Do not drag plant materials along ground without proper protection of roots
and branches. Protect rootball from environmental or mechanical damage and water
as necessary to keep roots moist. Do not store plants for more than one week.
Within 14 days after award of this contract, the Contractor shall submit to the
Engineer written documentation that all specified plant material has been located:
1. List supplier’s names, addresses and phone numbers
2. List respective growing or storage locations
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 58 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Plant delivery is to be scheduled as close to plant installation as possible to avoid
extended storage of materials on site.
9-14.7(5) Tagging
(Special Provision) New
Add the following New Section:
All plant material except ground cover shall be legibly tagged. Tagging may be by
specie or variety. Remove all tagging prior to final acceptance.
9-14.7(6) Inspection
(Special Provision) New
Add the following New Section:
The Project Engineer shall reserve the option of selecting and inspecting plant
material at the nursery. The contractor shall provide the Engineer with at least one
week notice prior to preparing plants for shipping and delivery. The Contractor shall
neither deliver to site nor install plant materials until authorized by the Project
Engineer.
Plants trimmed from larger sizes to meet the specified sizes will not be accepted.
Plants shall not have any cuts in excess of 0.75-inch in diameter that have not
completely healed over. Leaders shall be intact on all plants. Trees shall not be
pruned before delivery. Any plant that, in the opinion of the Engineer, does not
comply with these general conditions will be rejected.
The review and approval of all plant material by the Engineer prior to planting is
required. The Contractor is to immediately remove rejected plants from the site.
9-14.7(7) Substitution of Plants
(Special Provision) New
Section 9/14.6(6) is supplemented with:
No substitution of plant species, varieties, sizes or shapes will be allowed without
written authorization by the Project Engineer.
Contractor shall provide the Project Engineer with at least (3) nursery sources,
including phone numbers, showing material is unavailable before requesting a
substitute for specified plant material.
9-14.7(8) Temporary Storage
(Special Provision) New
Add the following New Section:
Cold storage of plants will not be permitted.
If planting is delayed more than 24 hours after delivery, set balled and burlapped
plants on the ground, well protected with soil or wet peat. Adequately cover all roots
of bare root material with soil or wet peat. Protect rootball from freezing, sun, drying
winds or mechanical damage. Water material as necessary until planted.
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 59 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
Plants shall not be stored for more than one week. Longer storage period at project
site will result in rejection of plant materials by the Project Engineer.
9-14.9 Landscape Miscellaneous Items
(Special Provision) New Section
The contractor shall provide the material submittals for approval by the Engineer for all
materials required.
Materials Required:
A. Decorative Rock with Landscape Fabric
Provide a material source and 2 pound sample of the decorative rock mulch
proposed for each property.
Provide a material source and product specification sheet for the proposed
landscape fabric. The product shall be a non-woven landscape fabric with a min.
weight of 4.0 oz / square yard and a tensile strength of MD 55 per ASTM D-4632
B. Landscape Border (Pressure Treated)
Materials detailed in the plans.
C. Concrete Lawn Edging
Match existing concrete lawn edging. Notify Engineer prior to substituting items.
D. Concrete Block Landscape Edging
Provide a material source and one concrete block representing the selected color
choice for approval by the Engineer. The block shall be a precast rounded face
concrete wall block measuring approximately 12-inch wide by 8-inch by 4-inch height
or similar.
E. Landscape Boulders
Provide material source with proposed size submittal for approval.
Landscape boulders shall conform to section 9-03.11(3).
9-30 WATER DISTRIBUTION MATERIALS
9-30.1 Pipe
(Special Provision) Supplement
Section 9-30.1 is supplemented with the following:
9-30.1(7) High Density Polyethylene Pipe (HDPE)
A. PE4710 pipe and fitting material (compound):
1. PE4710 material (compound) shall conform to material requirements
specified in [AWWA C906 or ASTM D3261] as applicable for the pipe or
fitting. PE4710 material (compound) shall meet the requirements of ASTM
D3350 and shall meet or exceed a cell classification of 445574 per ASTM
D3350.
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 60 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
2. PE4710 material (compound) shall have a hydrostatic design stress (HDS)
rating for water at 73°F (23°C) of not less than 1000 psi that shall be listed in
PPI TR-4 in the name of the pipe manufacturer.
3. PE4710 material (compound) shall have a hydrostatic design basis (HDB)
rating at 140°F (60°C) of not less than 1000 psi that shall be listed in PPI TR-
4 in the name of the pipe manufacturer.
4. PE4710 pipe and fitting material (compound) in PE4710 pipe and fittings shall
contain color and ultraviolet (UV) stabilizer meeting the requirements of Code
C or E per ASTM D3350. Code C material shall contain 2 to 3 percent
carbon black to provide indefinite protection against UV degradation when
material from the pipe is tested in accordance with ASTM D1603 or ASTM
D4218. Code E material used for coextruded OD color stripes or a
coextruded ID color layer shall contain sufficient UV stabilizer to protect the
pipe against UV degradation for at least 24 months of unprotected outdoor
exposure. Coextruded color PE compound material shall be PE4710 pipe
material compound, varying only by color and UV stabilizer.
5. Clean rework materials derived from pipe production by the same
manufacturer are acceptable as part of a blend with new material for the
production of new pipe provided that the rework material is the same PE4710
material designation as the new material (compound) to which it is added.
Finished products containing rework material shall meet the requirements this
specification.
B. PE4710 pipe and butt fusion fittings shall have plain ends for butt fusion.
C. PE4710 pipe
1. Nominal straight lengths of 3 inch and larger pipe shall be 40 ft. or 50 ft.
2. Nominal coil lengths of 4-inch and smaller pipe shall be 500 ft. Longer or
shorter coils such as 800 ft for 4-inch pipe, 1000 ft for 3-inch pipe, or 2000 ft
for 2 inch or smaller pipe shall be acceptable. Pipe shall be black.
Coextruded lavender or purple stripes or a coextruded lavender or purple
layer shall be an acceptable option.
3. Pipe shall be permanently marked using heated indent printing in accordance
with [ASTM D3035] as applicable for the pipe size including:
a. Nominal size and sizing system, e.g., IPS or DIOD
b. DR or SDR
c. Standard Designation, [AWWA C906], material designation, and pressure
rating or pressure class for water at 73°F.
4. Marking the Standard Designation on the pipe shall serve as the
manufacturer’s certification that the pipe has been manufactured, sampled
and tested and has been found to comply with the requirements of the
standard.
5. The ASTM D3035 or ASTM F714 pipe pressure rating for water at 73°F shall
be “PE4710 PRXXX” where XXX = pressure rating in psi.
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 61 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
6. The AWWA C901 pipe pressure class for water at 73°F shall be “PE4710
PCXXX” where XXX = pressure class in psi.
7. The AWWA C906 pipe pressure class for water at 73°F shall be “PE3408
PCXXX” where XXX = pressure class in psi. Per AWWA C906, PE3408
marking and PE3408 PCXXX is required. Pipe may be manufactured using
PE4710 material (compound) that is listed in PPI TR-4 as meeting PE3408
requirements.
a. Extrusion production-record code
b. Manufacturer’s Trademark or trade name
9-30.2 Fittings
(Special Provision) Supplement
Section 9-30.2 is supplemented with the following new section:
9-30.2(2) High Density Polyethylene Pipe (HDPE) Fittings
A. PE4710 Fittings
1. PE4710 butt fusion, saddle fusion, electrofusion and fabricated fittings shall
be manufactured from PE4710 material (compound) in accordance with this
specification.
2. PE4710 fittings shall comply with ASTM D3261 for molded butt fusion and
saddle fusion fittings, flange adapters and MJ adapters, or shall comply with
[AWWA C906] for fabricated butt fusion fittings, or shall comply with ASTM
F1055 for electrofusion fittings.
3. PE4710 fittings shall comply with the marking requirements of ASTM D3261
for molded butt and saddle fusion fittings, flange adapters and MJ adapters or
shall comply with the marking requirements of [AWWA C906] for fabricated
butt fusion fittings, or shall comply with the marking requirements of ASTM
F1055 for electrofusion fittings.
4. PE4710 fittings shall have pressure class ratings not less than the pressure
class rating of the pipe to which they are joined. (This clause may be omitted
for non-pressure service.)
B. Fusion Joints
1. Unless otherwise specified, PE4710 pipe and fittings shall be assembled in
the field with butt fusion, saddle fusion or electrofusion joints. ASTM F2620
and the pipe manufacturer’s recommended procedure (WL Plastics WL101)
shall be observed for butt fusion and saddle fusion joints. ASTM F1290 and
the electrofusion fitting manufacturer’s recommended joining procedure shall
be observed for electrofusion joints.
2. Field butt fusion, saddle fusion and electrofusion joints shall be made by
Fusion Technicians that are qualified in accordance with this specification to
make the specific fusion joint type.
3. Field fusion joints shall be recorded and documented in accordance with this
specification.
CITY OF PASCO DIVISION 9
MATERIALS
JANUARY 2021 SP – 62 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
C. Connections and Fittings for Pressure Applications
1. Connections shall be defined in conjunction with the linking of project piping,
as well as the tie-ins to other piping systems.
2. Mechanical Fittings
a. Acceptable mechanical fittings for use with PE4710 pipe and fittings shall
be mechanical fittings that are qualified by the mechanical fitting
manufacturer for use with HDPE pipe and fittings.
b. Mechanical fittings for use with HDPE pipe shall provide restraint against
longitudinal separation that is inherent to the design of the joint.
Mechanical joints that do not provide restraint against pull-out or push-off
are prohibited.
c. Mechanical connections to non-HDPE devices and appurtenances shall
be by bolted flange adapter or MJ adapter. Flange adapter and MJ
adapter connections shall be assembled, installed and tightened in
accordance with flange adapter or MJ adapter manufacturer’s
instructions. Flange bolt tightening shall be in accordance with
PPI TN 38.
3. Gasketed, Push-On Fittings
a. Gasketed push-on fittings shall be fitted with external mechanical
restraints that span across the joint and are assembled in accordance
with restraint manufacturer’s instructions.
i. Thrust blocking does not provide acceptable restraint and is
prohibited.
ii. Where plain-end PE4710 pipe is assembled with push-on fittings, the
PE4710 pipe end shall be fitted with electrofusion restraints so that
external mechanical restraint may be secured to the PE4710 pipe.
b. Where PE4710 pipe is connected to gasketed mechanical joint fittings or
appurtenances, the connection shall be made by butt fusing a PE4710 MJ
Adapter to the PE4710 pipe and connecting the PE4710 MJ Adapter to
the mechanical joint fitting or appurtenance.
4. Sleeve-Type Couplings
a. Sleeve-type mechanical couplings shall be manufactured for use with
HDPE pipe, and shall be restrained as indicated on the drawings and in
these specifications. Unrestrained sleeve-type couplings are prohibited.
5. Expansion and Flexible Couplings
a. Expansion-type mechanical couplings are prohibited.
6. Connection Hardware
a. Bolts and nuts for buried service shall be made of non-corrosive, high-
strength, low-alloy steel having the characteristics specified in
ANSI/AWWA C111/A21.11, regardless of any other protective coating.
END OF DIVISION 9
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX A
PERMITS
(Permits acquired before bid date will be provided by addendum.)
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX B
PREVAILING WAGE RATES
Davis-Bacon Wage Rates
Washington State Prevailing Wage Rates
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
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CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX B1
DAVIS-BACON
WAGE RATE SCHEDULES
WA-2 – Building, Heavy, and Highway – Benton and Franklin Counties (DOE Hanford Site Only)
WA-3 – Washington Statewide – Heavy Dredging
WA-69 – Franklin County Heavy including water and sewer line construction
WA-80 – Washington Statewide – Heavy Dredging
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
Page 1 of 10
General Decision Number: WA20210002 01/01/2021
Superseded General Decision Number: WA20200002
State: Washington
Construction Types: Building, Heavy and Highway
Counties: Benton and Franklin Counties in Washington.
(D.O.E. HANFORD SITE ONLY)
BENTON AND FRANKLIN COUNTIES (D.O.E. HANFORD SITE ONLY)
BUILDING (does not include residential construction consisting of single family homes and
apartments up to and including 4 stories), HEAVY and HIGHWAY CONSTRUCTION
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year
2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the
EO, the contractor must pay all workers in any classification listed on this wage determination at
least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is
higher) for all hours spent performing on the contract in calendar year 2021. If this contract is
covered by the EO and a classification considered necessary for performance of work on the
contract does not appear on this wage determination, the contractor must pay workers in that
classification at least the wage rate determined through the conformance process set forth in
29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage
rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies
to the above-mentioned types of contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional
information on contractor requirements and worker protections under the EO is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
* SUWA2001-001 09/03/2001
(D.O.E. HANFORD SITE ONLY)
Rates Fringes
ASBESTOS WORKER/HEAT & FROST
INSULATOR ................................................ $ 36.17 20.13
BOILERMAKER ........................................... $ 38.51 30.29
BRICKLAYER ............................................. $ 31.90 17.14
CARPENTER
Carpenters ............................................. $ 35.47 16.88
Divers ..................................................... $ 41.23 16.88
Millwright & Machine erector .................. $ 47.42 18.96
Piledriver ................................................ $ 36.66 16.88
Tenders .................................................. $ 40.23 16.88
CEMENT MASON/CONCRETE FINISHER
GROUP 1 ............................................... $ 30.21 14.93
GROUP 2 ............................................... $ 30.83 14.93
GROUP 3 ............................................... $ 31.34 14.93
DRYWALL FINISHER/TAPER .................... $ 26.79 13.21
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 2 of 10
ELECTRICIAN
Cable Splicers ........................................ $ 48.35 3%+19.68
Electricians ............................................. $ 46.05 3%+19.68
IRONWORKER ........................................... $ 33.59 29.26
LABORER
GROUP 1 ............................................... $ 27.94 13.00
GROUP 2 ............................................... $ 28.21 13.00
GROUP 3 ............................................... $ 28.48 13.00
GROUP 4 ............................................... $ 28.76 13.00
GROUP 5 (RATES PER SHIFT)
Sandhogs-[(1-14 LBS),(6 HRS)] ............ $ 237.44 13.00
Sandhogs-[(14-18 LBS),(6 HRS)] .......... $ 242.37 13.00
Sandhogs-[(18-22 LBS),(6 HRS)] .......... $ 264.51 13.00
Sandhogs-[(18-25 LBS),(4 HRS)] .......... $ 242.65 13.00
Sandhogs-[(22-26 LBS),(4 HRS)] .......... $ 246.97 13.00
Sandhogs-[(26-32 LBS),(4 HRS)] .......... $ 249.59 13.00
Sandhogs-[(32-38 LBS),(3 HRS)] .......... $ 252.55 13.00
Sandhogs-[(38-44 LBS),(2 HRS)] .......... $ 252.96 13.00
GROUP 5
Outside Lock and Gauge Tender .......... $ 230.08 13.00
GROUP 6 ............................................... $ 28.66 13.00
GROUP 7 ............................................... $ 27.95 13.80
GROUP 8 ............................................... $ 30.13 13.00
GROUP 9 ............................................... $ 30.47 13.00
PAINTER (Soft Floor Covers, Glaziers,
Spray Painters, Steel Painters, Steam
Clean and Acid Etching, Sign Writers) ......... $ 26.65 13.42
PLUMBER/PIPEFITTER ............................. $ 49.24 28.79
POWER EQUIPMENT OPERATOR
GROUP 1 ............................................... $ 27.51 15.95
GROUP 2 ............................................... $ 27.83 15.95
GROUP 3 ............................................... $ 28.44 15.95
GROUP 4 ............................................... $ 28.76 15.95
GROUP 5 ............................................... $ 29.04 15.95
GROUP 6 ............................................... $ 29.31 15.95
GROUP 7 ............................................... $ 30.41 15.95
GROUP 8 ............................................... $ 31.75 15.95
ROOFER (Including Waterproofer
and Kettleman)............................................. $ 28.25 13.01
SHEET METAL WORKER .......................... $ 39.00 21.85
SPRINKLER FITTER .................................. $ 34.55 24.54
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 3 of 10
TRUCK DRIVER
GROUP 1 ............................................... $ 27.21 18.43
GROUP 2 ............................................... $ 29.85 18.43
GROUP 3 ............................................... $ 29.96 18.43
GROUP 4 ............................................... $ 30.29 18.43
GROUP 5 ............................................... $ 30.40 18.43
GROUP 6 ............................................... $ 30.60 18.43
GROUP 7 ............................................... $ 30.94 18.43
GROUP 8 ............................................... $ 31.26 18.43
CEMENT MASON CLASSIFICATIONS
GROUP 1:
Rodding, tamping, floating, troweling, patching, stoning, rubbing, sack rubbing; All exposed
aggregate finishing and sealing. All architectural finishing, staining, stamping and coloring,
washing and power washing of concrete, polymer, latex and composite materials; Setting of
screeds, screeds forms, curb and gutter and sidewalk forms; Preparation of all concrete for
caulking of the joints and the caulking of expansion joints; Preparation of concrete for the
application of hardeners, sealers and curing compounds and their application; Grouting and dry
packing of machine base; Removal of snap ties and she bolts prior to patching of concrete
GROUP 2:
Power troweling machine operator; Troweling of magnesite, torganal or material with epoxy
bases of oxichloride base; All power grinders, bushing hammer, chipping gun; Gunite
Nozzleman. All sandblasting for architectural finishes, patch preparation and exposing of
aggregate for finish; Concrete sawing and cutting for concrete and expansion joints and scoring
for decorative patterns; Operating of Clary-type floats, Longitudinal Floats, Rodding Machines
and Belting Machines; Scarifiers; Working on scaffolds
GROUP 3: Grinding, bushing or chipping of toxic materials or high density concrete; Operating
of power tools on a scaffold
LABORER CLASSIFICATIONS
GROUP 1:
Flagman, Landscape Laborer, Scaleman, Traffic Control Supervisor, Asbestos Abatement
Worker, Brick Pavers (to include the installation of brick or grass pavers for sidewalks,
driveways, streets and parking lots), Brush Hog Feeder; Carpenter Tender; Cement Handler;
Concrete Signalman; Concrete Crewman (to include Stripping of forms, hand operating jacks on
slip form construction, application of concrete curing compounds, pumpcrete machine,
signaling, handling the nozzle of squeezcrete or similar machine- 6 inches and smaller);
Confined Space Attendant, Crusher Feeder; Demolition (to include clean-up, burning, loading,
wrecking and salvage of all material); Dry Stack Walls (including all dry stack walls, including
keystone walls and others using blocks and interlocking pegs.), Dumpman; Traffic Control
Laborer (To include but is not limited to, erection and maintenance of barricades, signs and
relief of flag person.), Window Washer/Cleaner, Pilot Car, Hazardous Waster Worker, Erosion
Control Laborer, Fence Erector, Guard Rail (to include Guard Rail, guide and reference posts,
sign posts, and right-of-way markers); Firewatch. Form cleaning machine feeder; Stacker;
General Laborer; Group Machine Header Tender; Miner, Class ""A"" (to include bull gang,
concrete crewman, dumpman and pumpcrete crewman, including distributing pipe, assembly
and dismantle, and nipper); Lead Abatment Worker, Mold Abatement Worker, Nipper; Riprap
Man; Sandblast Tailhoseman, Scaffold Erector (wood or steel); Stake Jumper; Structural Mover
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 4 of 10
(to include separating foundation, preparation, cribbing, shoring, jacking and unloading of
structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer
(RR);Truck Loader; Wellpoint Man; (HDPE or similar liner installer).
GROUP 2:
Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch;
Dope Pot Fireman, non-mechanical; Driller Tender (when required to move and position
machine); Form Setter, paving; Jackhammer Operator; Miner, Class ""B"" (to include
brakeman, finisher, vibrator, and form setter); Nozzleman (to include squeeze and flow-crete
nozzle); Nozzleman, water, (to include fire hose), air or steam; Pavement Breaker (under 90
lbs); Pipelayer, corrugated metal and multi-plate; Pot Tender; Power Buggy Operator; Power
Tool Operator, gas, electrical, pneumatic; Rodder and Spreader; Trencher, Shawnee; Tugger
Operator; Wagon Drills; Wheelbarrow, power driven; Water Pipe Liner, Rigger/Signalperson,
Remote Equipment Operator (i.e., compaction and demolition) Compaction Equipment (to
include all hand operated power compaction equipment); Railroad Power Spiker or Puller, dual
mobile; Railroad Equipment, power driven, except dual mobile power spiker or puller.
GROUP 3:
Air and Hydraulic Track Drill, Asphalt Raker, Brush Machine (to include Horizontal construction
joint clean-up brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator
and Faller; Concrete Stack (to include Laborers when working on free standing concrete stacks
for smoke or fume control above 40 ft high); Gunnite (to include operation of machine and
nozzle); High Scaler; Miner, Class ""C"" (to include miner, nozzleman for concrete, laser beam
operator, and Rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer;
Nozzleman (to include jet blasting nozzleman, over 1200 lbs., jet blast machine, power
propelled, sandblast nozzle, Squeeze and Flo-crete nozzle); Pavement Breaker, 90 lbs. & over;
Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker,
shorer, valve or meter installer, temper, (Including pressurized and non-pressurized ductile pipe,
gravity pipe and HDPE (fused and non-fused); Pipewrapper; Plasterer Tender, Trenchless
Technology, Vibrators (all); Laser Beam Operator (Elevation Control; Technician)
GROUP 4:
Drills with dual masts, Miner, Class ""D""(to include Raise and Shaft Miner, Laser Beam
Operator on raises and shafts.) Welder, electric, manual or automatic, Remote Equipment
Operator (to include HDPE or similar pipe and liner)
GROUP 5:
Sandhogs under compressed air (rates increases are computed by multiplying the increase x
8 hr shift and add total to the previous rate)
GROUP 6: Construction Specialist
GROUP 7: Hod Carrier
GROUP 8: Powderman
GROUP 9: Grade Checker
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1:
Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel or electric
power); Crusher Feeder (mechanical); Deck Hand; Drillers Tender; Fireman and Heater Tender;
Grade Checker; Tender Mechanic, Welder H.D.; Hydro- seeder, Mulcher, Nozzleman; Oiler;
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 5 of 10
Oiler and Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade (farm
type, Case, John Deere and similar, or Compacting Vibrator), except when pulled by Dozer with
operable blade; Steam Cleaner; Welding Machine
GROUP 2:
A-Frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant
Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine;
Blower Operator (cement); Cement Hog; Compresor (2000 CFM or over, 2 or more, gas, diesel
or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar;
Elevator, hoisting materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, Hydra-lift
and similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket, elevators and
conveyors); Longitudinal Float; Mixer (portable - concrete); Pavement Breaker, Hydra-hammer
and similar; Power Broom; Spray Curing Machine (concrete); Spreader Box (self-propelled);
Straddle Buggy (Ross and similar on construction job only); Tractor (Farm type R/T with
attachments, except Backhoe); Tugger Operator
GROUP 3:
A-Frame Truck (2 or more drums); Assistant Refrigeration Plant and Chiller Operator (over 1000
ton); Backfillers (Cleveland and similar); Batch Plant and Wet Mix Operator single unit
(concrete); Belt-crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bend
Machine; Bob Cat; Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine
(concrete) Chipper (without crane), Cleaning and Doping Machine (pipeline); Curb Extruder
(Asphalt and Concrete); Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green and
similar); Elevating Grader-type Loader (Dumor, Adams or similar); Generator Plant Engineers
(diesel, electric); Gunite Combination Mixer and Compressor; Locomotive Engineer;
Mixermobile; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar);
Spreader Machine; Surface Heater and Planer Machine; Tractor (to D-6 or equivalent) and
Traxacavator; Traverse Finish Machine; Turnhead Operator
GROUP 4:
Blade Operator (motor patrol and attachments); Concrete Pumps (squeeze-crete, flow-crete,
pump-crete, Whitman and similar); Drilling Equipment (8 inch bit and over) (Robbins, reverse
circulation and similar); Drills (Churn, Core, Calyx, or Diamond); Equipment Serviceman,
Greaser and Oiler; Hoe Ram; Hoist (2 or more drums or Tower Hoist); Loaders (overhead and
front-end, under 4 yards R/T);Paving (Dual Drum) Rubber Tire; Refrigeration Plant Engineers
(under 1000 ton); Signalman (Whileys, Highline, Hammerheads or similar); Skidders (R/T with
or without attachments); Screed Operator; Trenching Machines (under 7 ft depth capacity);
Vacuum Drill (reverse circulation drill under 8 inch bit)
GROUP 5:
Automatic Subgrader (Ditches and Trimmers) (Autograde, ABC, R.A. Hansen and similar on
grade wire); Backhoe (under 1 yd); Batch Plant (over 4 units); Batch and Wet Mix Operator
(multiple units, 2 and including 4); Boat Operator; Cableway Controller (dispatcher); Concrete
Pump Boom Truck; Conveyor Aggregate Placement Equipment; Cranes (25 tons and under);
Derricks and Stifflegs (under 65 tons); Drill Doctor; Multiple Dozer Units with single blade;
Paving Machine (asphalt and concrete); Piledriving Engineers; Rollerman (finishing pavement);
Trenching Machines (7 ft depth and over)
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 6 of 10
GROUP 6:
Asphalt Plant Operator (Backhoes (1 yd to 3 yds); Blade (finish and bluetop) Automatic, CMI,
ABC and similar when used as automatic; Boom Cats (side); Cableway Operators; Clamshell
Operators (under 3 yds); Concrete Slip Form Paver; Cranes (over 25 tons, including 45 tons);
Crusher, Grizzle and Screening Plant Operator; Draglines (under 3 yds); Elevating Belt (holland
type); Gradall (1 yd to 3 yds); Loader Operator (front-end and overhead, 4 yards, including 8
yds); Mucking Machine; Quadtrack or similar equipment; Rubber-tired Scrapers; Shovels (under
3 yds); Tractors (D-6 and equivalent and over); Vactor Guzzler, Super Sucker; Concrete
Cleaning/Decontamination Machine; Ultra High Pressure Waterjet Cutting Tool System (30,000
psi)
GROUP 7:
Backhoes (3 yds and over); Cranes (All Cranes over 45 tons, including 100 tons) Climbing, Rail
and Tower Cranes up to including 45 tons; Clamshell Operator (3 yds. and over); Derricks and
Stifflegs (65 tons and over); Draglines (3 yds and over); Lead Water Well Driller; Loader (360
degrees revolving Koehring Scooper or similar); Loaders (overhead and front-end, over 8 yds);
Shovels (3 yds and over); Whirleys and Hammerheads, all; Vacuum Blasting Machine Operator;
HD Mechanic/welder
GROUP 8:
Cranes(all cranes over 100 tons); Climbing, Rail and Tower Cranes over 45 tons
ALL CRANE BOOMS, INCLUDING TOWER CRANES:
Measure from center of rotation to center of shaft (radius):
130 ft TO 200 ft .50 hr. additional to classification
Over 200 ft .80 hr. additional to classification
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1:
Escort Driver or Pilot Car tender and swamper, Pickup Hauling Employees or Materials
GROUP 2:
Flat Bed Truck, single rear axle; Fork Lift, 3000 lbs and under; Leverperson Loading Trucks at
Bunkers; Seeder and Mulcher; Stationary Fuel Operator; Team Driver; Tractor (small rubber
tired, pulling trailer or similar equipment); Trailer Mounted hydro Seeder and Mulcher; Water
Tank Truck, up to 1800 gallons
GROUP 3:
Bus Driver or Employee Haul Driver; Flat Bed Truck, dual rear axle; Power Boat hauling
employees or material
GROUP 4:
Buggy Mobile and similar; Bulk Cement Tanks and Spreader; Power Operated Sweeper;
Straddle Carrier (Ross, Hyster and similar); Water Tank Truck, 1801-4000 gallons
GROUP 5:
Auto Crane, 2000 lbs capacity; Dumptor (6 yds and under); Flat Bed Truck (with hydraulic
system); Fork Lift (3001-16,000 lbs); Fuel Truck Driver, steam cleaner and washer; Rubber-tired
Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Transite Mixers & mixers hauling concrete 3
yd to and including 6 yd.; Wrecker and Tow Trucks
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 7 of 10
GROUP 6:
A-Frame; Service Greaser; Tireperson; Truck, side, end, and bottom & articulated end dump (up
to and including 12 yds); Water Tank Truck, 4001 to 8000 gallons, Warehouseperson, to include
shipping and receiving
GROUP 7:
Dumps, semi-end; Flagerty Spreader Box Driver; Flowboys; Fork lift, 16,000 lbs and over;
Lowboy, 50 tons and under; Mechanic, Field; Oil Distributors Driver (road, bootperson,
leverperson); and Oil Tank Driver; Self-Loading Roll Off and Dumpster over 6 yds; Stringer
Truck (cable operated trailer); Tractor with Steer Trailer; Transfer Truck & Trailer; Transit Mixers
& Truck Hauling Concrete: over 6 yards to and including 20 yards; Truck & Pup; Trucks, side,
end, bottom, & articulated end dump: over 12 yards to and including 100 yards; Truck Mounted
Crane (with load-bearing surface, either mounted or pulled) up to 14 tons; Turnarocker, DWs &
similar, with 2 or or more 4 wheel-power tractor with trailer, gallonage or yardage scale,
whichever is greater; Vacuum truck (super sucker, guzzler, etc.); Water Tank Truck, 8,001 to
14,000; Semi-truck and Trailer, 50 tons and under Lowboy
GROUP 8:
Lowboy, over 50 tons; Prime movers & stinger truck; Transit Mixers and truck hauling concrete,
over 20 yards; Trucks, side, end bottom and articulated end dump, over 100 yards.
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing operation to which welding is
incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors
applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and
any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO,
the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they
work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid
sick leave for their own illness, injury or other health-related needs, including preventive care; to
assist a family member (or person who is like family to the employee) who is ill, injured, or has
other health-related needs, including preventive care; or for reasons resulting from, or to assist
a family member (or person who is like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information on contractor requirements and
worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed
may be added after award only as provided in the labor standards contract clauses (29CFR 5.5
(a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification and wage rates that have been
found to be prevailing for the cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate
whether the particular rate is a union rate (current union negotiated rate for local), a survey rate
(weighted average rate) or a union average rate (weighted union average rate).
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 8 of 10
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with
characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is
an abbreviation identifier of the union which prevailed in the survey for this classification, which
in this example would be Plumbers. 0198 indicates the local union number or district council
number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is
an internal number used in processing the wage determination. 07/01/2014 is the effective date
of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining
agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this
classification in the survey and the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that classification. As this weighted
average rate includes all rates reported in the survey, it may include both union and non-union
rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a
weighted average calculation of rates and are not majority rates. LA indicates the State of
Louisiana. 2012 is the year of survey on which these classifications and rates are based. The
next number, 007 in the example, is an internal number used in producing the wage
determination. 5/13/2014 indicates the survey completion date for the classifications and rates
under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed
for those classifications; however, 100% of the data reported for the classifications was union
data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in the example, is an internal
number used in producing the wage determination. 08/29/2014 indicates the survey completion
date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted
average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 9 of 10
On survey related matters, initial contact, including requests for summaries of surveys,
should be with the Wage and Hour Regional Office for the area in which the survey was
conducted because those Regional Offices have responsibility for the Davis-Bacon survey
program. If the response from this initial contact is not satisfactory, then the process
described in 2) and 3) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial
contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2) If the answer to the question in 1.) is yes, then an interested party (those affected by the
action) can request review and reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and
by any information (wage payment data, project description, area practice material, etc.) that
the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly
to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION WA2
APPENDIX B1
General Decision Number: WA20210002 01/01/2021
Page 10 of 10
This Page Is Intentionally Left Blank.
APPENDIX B1
Page 1 of 4
General Decision Number: WA20210003 01/01/2021
Superseded General Decision Number: WA20200003
State: Washington
Construction Types: Heavy Dredging
Counties: Washington Statewide.
STATEWIDE
SELF-PROPELLED HOPPER DREDGING
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year
2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the
EO, the contractor must pay all workers in any classification listed on this wage determination at
least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is
higher) for all hours spent performing on the contract in calendar year 2021. If this contract is
covered by the EO and a classification considered necessary for performance of work on the
contract does not appear on this wage determination, the contractor must pay workers in that
classification at least the wage rate determined through the conformance process set forth in
29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage
rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies
to the above-mentioned types of contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional
information on contractor requirements and worker protections under the EO is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
SUWA1993-015 09/01/1991
Rates Fringes
Self-Propelled Hopper Dredge,
Drag Tender ................................................. $ 8.78 4.23+a
FOOTNOTE:
a. Nine paid holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence
Day, Labor Day, Paul Hall's Birthday (August 20th), Veterans Day, Thanksgiving Day and
Christmas Day.
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing operation to which welding is
incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors
applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and
any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO,
the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they
work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid
APPENDIX B1
General Decision Number: WA20210003 01/01/2021
Page 2 of 4
sick leave for their own illness, injury or other health-related needs, including preventive care; to
assist a family member (or person who is like family to the employee) who is ill, injured, or has
other health-related needs, including preventive care; or for reasons resulting from, or to assist
a family member (or person who is like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information on contractor requirements and
worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed
may be added after award only as provided in the labor standards contract clauses (29CFR 5.5
(a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification and wage rates that have been
found to be prevailing for the cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate
whether the particular rate is a union rate (current union negotiated rate for local), a survey rate
(weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with
characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is
an abbreviation identifier of the union which prevailed in the survey for this classification, which
in this example would be Plumbers. 0198 indicates the local union number or district council
number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is
an internal number used in processing the wage determination. 07/01/2014 is the effective date
of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining
agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this
classification in the survey and the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that classification. As this weighted
average rate includes all rates reported in the survey, it may include both union and non-union
rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a
weighted average calculation of rates and are not majority rates. LA indicates the State of
Louisiana. 2012 is the year of survey on which these classifications and rates are based. The
next number, 007 in the example, is an internal number used in producing the wage
determination. 5/13/2014 indicates the survey completion date for the classifications and rates
under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
APPENDIX B1
General Decision Number: WA20210003 01/01/2021
Page 3 of 4
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed
for those classifications; however, 100% of the data reported for the classifications was union
data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in the example, is an internal
number used in producing the wage determination. 08/29/2014 indicates the survey completion
date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted
average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys,
should be with the Wage and Hour Regional Office for the area in which the survey was
conducted because those Regional Offices have responsibility for the Davis-Bacon survey
program. If the response from this initial contact is not satisfactory, then the process
described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial
contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2) If the answer to the question in 1.) is yes, then an interested party (those affected by the
action) can request review and reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and
by any information (wage payment data, project description, area practice material, etc.) that
the requestor considers relevant to the issue.
APPENDIX B1
General Decision Number: WA20210003 01/01/2021
Page 4 of 4
3) If the decision of the Administrator is not favorable, an interested party may appeal directly
to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION WA3
APPENDIX B1
Page 1 of 8
General Decision Number: WA20210069 01/01/2021
Superseded General Decision Number: WA20200069
State: Washington
Construction Type: Heavy
including water and sewer line construction
County: Franklin County in Washington.
HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year
2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the
EO, the contractor must pay all workers in any classification listed on this wage determination at
least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is
higher) for all hours spent performing on the contract in calendar year 2021. If this contract is
covered by the EO and a classification considered necessary for performance of work on the
contract does not appear on this wage determination, the contractor must pay workers in that
classification at least the wage rate determined through the conformance process set forth in
29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage
rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies
to the above-mentioned types of contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional
information on contractor requirements and worker protections under the EO is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
CARP0059-009 06/01/2020
Rates Fringes
CARPENTER (Including Form Work) ........... $ 37.12 17.36
MILLWRIGHT .............................................. $ 48.42 19.70
PILEDRIVERMAN ........................................ $ 38.37 17.36
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 45-100 MILES $4.00/PER HOUR
ZONE 3 OVER 100 MILES $6.00/PER HOUR
DISPATCH POINTS:
PASCO (515 N. Neel Street) or Main Post Office of established residence of employee
(Whichever is closest to the worksite).
SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee
(Whichever is closest to the worksite).
WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee
(Whichever is closest to the worksite).
COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established
residence of employee (Whichever is closest to the worksite).
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 2 of 8
MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee
(Whichever is closest to the worksite).
----------------------------------------------------------------
ELEC0112-014 06/01/2020
Rates Fringes
ELECTRICIAN ............................................. $ 48.05 22.12
----------------------------------------------------------------
ENGI0370-022 07/01/2019
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1 ................................................ $ 28.46 17.25
GROUP 2 ................................................ $ 28.78 17.25
GROUP 3 ................................................ $ 29.39 17.25
GROUP 4 ................................................ $ 29.55 17.25
GROUP 5 ................................................ $ 29.71 17.25
GROUP 6 ................................................ $ 29.99 17.25
GROUP 7 ................................................ $ 30.26 17.25
GROUP 8 ................................................ $ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Rollers, all types on subgrade, including seal and chip coatings; Drill Assistant;
Crane Oiler
GROUP 2: Fork Lift; Broom/Sweeper
GROUP 3: Bulldozer (up to D-6 or equivalent); Boring Machine
GROUP 4: Oiler; Drill (churn, core, calyx or diamond); Loaders (overhead & front-end, under 4
yds. R/T)
GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (under 3/4 yd.); Drilling
equipment (8 inch bit and over) (robbins, reverse circulation and similar); Piledriver;
Grade Checker; Boom Truck (Under 25 tons)
GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to 110,000 gw); Trackhoe/Excavator
(3/4 yd. to 3 yd.), Bulldozer, 834 R/T & similar; Mechanic; Paver; Scraper; Screed;
Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.)
GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (3 yds & over); Grader/Blade;
Loaders (overhead & front-end, over 8 yds. to 10 yds.)
GROUP 8: Loaders (overhead and front-end, 10 yards and over)
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 3 of 8
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they shall be measured from the base of
the Tower to the point of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above
classification.
----------------------------------------------------------------
* IRON0014-012 07/01/2020
Rates Fringes
IRONWORKER (Ornamental,
Reinforcing and Structural) .......................... $ 34.59 30.10
----------------------------------------------------------------
LABO0238-014 06/01/2020
Rates Fringes
LABORER: Mason Tender - Brick ............... $ 29.06 13.65
----------------------------------------------------------------
LABO0238-015 06/01/2020
Rates Fringes
LABORER (Pasco)
GROUP 1 ................................................ $ 26.69 13.00
GROUP 2 ................................................ $ 28.79 13.00
GROUP 3 ................................................ $ 29.06 13.00
GROUP 4 ................................................ $ 31.32 13.00
Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office
LABORERS CLASSIFICATIONS
GROUP 1: Flagger
GROUP 2: Common or General Laborer; Form-Stripping
GROUP 3: Mason Tender-Cement/Concrete
GROUP 4: Grade Checker; High Scaler; Handheld Drill
----------------------------------------------------------------
PAIN0005-003 07/01/2020
Rates Fringes
PAINTER (Brush, Roller, and Spray.) .......... $ 25.19 13.20
----------------------------------------------------------------
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 4 of 8
PLAS0072-008 06/01/2020
Rates Fringes
CEMENT MASON/CONCRETE
FINISHER .................................................... $ 31.30 15.53
Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston, Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: 45 radius miles from the main post office
----------------------------------------------------------------
TEAM0690-005 01/01/2019
Rates Fringes
Truck drivers: (ANYONE WORKING ON
HAZMAT JOBS SEE FOOTNOTE A BELOW)
ZONE 1:PASCO ZONE CENTER
GROUP 4 ............................................... $ 29.13 17.40
GROUP 5 ............................................... $ 29.24 17.40
GROUP 6 ............................................... $ 29.24 17.40
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office
Zone 2: Outside a 45 mile radius from the main post office
TRUCK DRIVERS CLASSIFICATIONS
GROUP 4: Water Truck (0-8,000 gallons)
GROUP 5: Semi-Trailer Truck
GROUP 6: Water Truck (8,001-14,000 Gallons)
FOOTNOTE A - Anyone working on a HAZMAT job, where HAZMAT certification is required,
shall be compensated as a premium, in addition to the classification working in as follows:
LEVEL C-D: - $.50 PER HOUR - This level may use an air purifying respirator or additional
protective clothing.
LEVEL A-B: - $1.00 PER HOUR - Uses supplied air in conjunction with a chemical splash suit or
fully encapsulated suit with a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours.
----------------------------------------------------------------
SUWA2009-060 08/07/2009
Rates Fringes
CARPENTER, Excludes Form Work ............ $ 23.54 4.99
LABORER: Landscape & Irrigation ............. $ 12.27 2.73
LABORER: Pipelayer .................................. $ 19.28 0.00
OPERATOR: Asphalt Plant ......................... $ 34.14 0.68
OPERATOR: Bobcat/Skid Steer/Skid
Loader ......................................................... $ 10.63 0.00
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 5 of 8
OPERATOR: Crane .................................... $ 23.42 5.54
OPERATOR: Power Shovel ........................ $ 25.12 7.83
TRUCK DRIVER, Includes Dump Truck ....... $ 27.67 0.00
TRUCK DRIVER: Flatbed Truck ................. $ 22.74 6.29
TRUCK DRIVER: Lowboy Truck ................. $ 22.89 5.72
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing operation to which welding is
incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors
applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and
any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO,
the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they
work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid
sick leave for their own illness, injury or other health-related needs, including preventive care; to
assist a family member (or person who is like family to the employee) who is ill, injured, or has
other health-related needs, including preventive care; or for reasons resulting from, or to assist
a family member (or person who is like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information on contractor requirements and
worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed
may be added after award only as provided in the labor standards contract clauses (29CFR 5.5
(a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification and wage rates that have been
found to be prevailing for the cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate
whether the particular rate is a union rate (current union negotiated rate for local), a survey rate
(weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with
characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is
an abbreviation identifier of the union which prevailed in the survey for this classification, which
in this example would be Plumbers. 0198 indicates the local union number or district council
number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is
an internal number used in processing the wage determination. 07/01/2014 is the effective date
of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining
agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this
classification in the survey and the published rate is derived by computing a weighted average
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 6 of 8
rate based on all the rates reported in the survey for that classification. As this weighted
average rate includes all rates reported in the survey, it may include both union and non-union
rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a
weighted average calculation of rates and are not majority rates. LA indicates the State of
Louisiana. 2012 is the year of survey on which these classifications and rates are based. The
next number, 007 in the example, is an internal number used in producing the wage
determination. 5/13/2014 indicates the survey completion date for the classifications and rates
under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed
for those classifications; however, 100% of the data reported for the classifications was union
data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in the example, is an internal
number used in producing the wage determination. 08/29/2014 indicates the survey completion
date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted
average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys,
should be with the Wage and Hour Regional Office for the area in which the survey was
conducted because those Regional Offices have responsibility for the Davis-Bacon survey
program. If the response from this initial contact is not satisfactory, then the process
described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial
contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
Page 7 of 8
2) If the answer to the question in 1.) is yes, then an interested party (those affected by the
action) can request review and reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and
by any information (wage payment data, project description, area practice material, etc.) that
the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly
to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION WA69
APPENDIX B1
General Decision Number: WA20210069 01/01/2021
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APPENDIX B1
Page 1 of 6
General Decision Number: WA20210080 01/01/2021
Superseded General Decision Number: WA20200080
State: Washington
Construction Type: Heavy Dredging
Counties: Washington Statewide.
DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and
Franklin Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year
2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the
EO, the contractor must pay all workers in any classification listed on this wage determination at
least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is
higher) for all hours spent performing on the contract in calendar year 2021. If this contract is
covered by the EO and a classification considered necessary for performance of work on the
contract does not appear on this wage determination, the contractor must pay workers in that
classification at least the wage rate determined through the conformance process set forth in
29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage
rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies
to the above-mentioned types of contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional
information on contractor requirements and worker protections under the EO is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
ENGI0302-030 06/01/2014
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH
MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON,
OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUAN, SKAGIT, SNOHOMISH,
WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES
Rates Fringes
DREDGING
GROUP 1 ................................................ $ 35.93 17.40
GROUP 2 ................................................ $ 36.93 17.40
GROUP 3 ................................................ $ 37.35 17.40
GROUP 4 ................................................ $ 38.39 17.40
GROUP 5 ................................................ $ 36.93 17.40
GROUP 6 ................................................ $ 37.35 17.40
ZONE 2 (26-45 radius miles) - Add $1.00 to Zone 1 rates
ZONE 3 (Over 45 radius miles) - Add $1.30 to Zone 1 rates
BASEPOINTS: Kent, Everett, Mt. Vernon, Bellingham, Port Angeles, Port Townsend,
Aberdeen, Shelton, Bremerton, Wenatchee, and Yakima
APPENDIX B1
General Decision Number: WA20210080 01/01/2021
Page 2 of 6
WORK PERFORMED ON HYDRAULIC DREDGES:
GROUP 1: Assistant Mate (Deckhand
GROUP 2: Oiler
GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen
GROUP 4: Craneman, Engineer Welder
GROUP 5: Leverman, Hydraulic
GROUP 6: Maintenance
----------------------------------------------------------------
ENGI0370-006 07/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA,
DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN)
COUNTIES
WORK PERFORMED ON HYDRAULIC DREDGES
Rates Fringes
Hydraulic Dredge
GROUP 1: ............................................... $ 28.46 17.25
GROUP 2: ............................................... $ 28.78 17.25
GROUP 3: ............................................... $ 29.39 17.25
GROUP 4: ............................................... $ 29.55 17.25
GROUP 5: ............................................... $ 29.71 17.25
GROUP 6: ............................................... $ 29.99 17.25
GROUP 7: ............................................... $ 30.26 17.25
GROUP 1: Assistant Mate (Deckhand)
GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or Booster Pump)
GROUP 3: Engineer Welder
GROUP 4: Leverman, Hydraulic
GROUP 5: Maintenance
GROUP 6: Oiler
GROUP 7: Mates & Boatman
HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS
AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS.
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* ENGI0612-002 06/01/2020
PIERCE County
Rates Fringes
POWER EQUIPMENT OPERATOR
Assistant Engineer (Electric, Diesel,
Steam, or Booster Pump); Mates &
Boatmen .................................................. $ 48.15 22.47
Engineer Welder ..................................... $ 49.50 22.47
Leverman, Hydraulic ............................... $ 50.94 22.47
Oiler; Assistant Mate (Deckhand) ............ $ 47.60 22.47
ZONE 1 (0-25 radius miles - Base Rate
ZONE 2 (26-45 radius miles) - Add $1.00 to Zone 1 rates
APPENDIX B1
General Decision Number: WA20210080 01/01/2021
Page 3 of 6
ZONE 3 (Over 45 radius miles) - Add $1.30 to Zone 1 rates
BASEPOINTS: Tacoma, Olympia, and Centralia
----------------------------------------------------------------
* ENGI0612-013 06/01/2020
LEWIS, PACIFIC (North of a line extending from the Northwest corner of Wahkiakum County to
the Pacific Ocean) and THURSTON Counties
Rates Fringes
POWER EQUIPMENT OPERATOR
Assistant Engineer (Electric, Diesel,
Steam, or Booster Pump); Mates &
Boatmen .................................................. $ 47.08 22.47
Engineer Welder ..................................... $ 48.41 22.47
Leverman, Hydraulic ............................... $ 49.83 22.47
Oiler; Assistant Mate (Deckhand) ............ $ 46.55 22.47
ZONE 1 (0-25 radius miles - Base Rate
ZONE 2 (26-45 radius miles) - Add $1.00 to Zone 1 rates
ZONE 3 (Over 45 radius miles) - Add $1.30 to Zone 1 rates
BASEPOINTS: Tacoma, Olympia, and Centralia
----------------------------------------------------------------
* ENGI0701-003 01/01/2017
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM
COUNTIES
DREDGING:
Rates Fringes
Dredging:
ZONE A
ASSISTANT ENGINEER ........................ $ 42.80 14.35
ASSISTANT MATE ................................ $ 37.44 14.35
LEVERMAN, DIPPER,
FLOATING CLAMSHELL ....................... $ 45.96 14.35
LEVERMAN, HYDRAULIC ..................... $ 45.96 14.35
TENDERMAN ........................................ $ 41.31 14.35
ZONE B
ASSISTANT ENGINEER ........................ $ 45.80 14.35
ASSISTANT MATE ................................ $ 40.44 14.35
LEVERMAN, DIPPER,
FLOATING CLAMSHELL ....................... $ 48.96 14.35
LEVERMAN, HYDRAULIC ..................... $ 48.96 14.35
TENDERMAN ........................................ $ 44.31 14.35
ZONE C
ASSISTANT ENGINEER ........................ $ 48.80 14.35
ASSISTANT MATE ................................ $ 43.44 14.35
LEVERMAN, DIPPER,
FLOATING CLAMSHELL ....................... $ 51.96 14.35
LEVERMAN, HYDRAULIC ..................... $ 51.96 14.35
APPENDIX B1
General Decision Number: WA20210080 01/01/2021
Page 4 of 6
TENDERMAN ........................................ $ 47.31 14.35
ZONE DESCRIPTION FOR DREDGING:
ZONE A - All jobs or projects located within 30 road miles of Portland City Hall.
ZONE B - Over 30-60 road miles from Portland City Hall.
ZONE C - Over 60 road miles from Portland City Hall.
*All jobs or projects shall be computed from the city hall by the shortest route to the
geographical center of the project.
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing operation to which welding is
incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors
applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and
any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO,
the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they
work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid
sick leave for their own illness, injury or other health-related needs, including preventive care; to
assist a family member (or person who is like family to the employee) who is ill, injured, or has
other health-related needs, including preventive care; or for reasons resulting from, or to assist
a family member (or person who is like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information on contractor requirements and
worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed
may be added after award only as provided in the labor standards contract clauses (29CFR 5.5
(a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification and wage rates that have been
found to be prevailing for the cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate
whether the particular rate is a union rate (current union negotiated rate for local), a survey rate
(weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with
characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is
an abbreviation identifier of the union which prevailed in the survey for this classification, which
in this example would be Plumbers. 0198 indicates the local union number or district council
number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is
an internal number used in processing the wage determination. 07/01/2014 is the effective date
of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining
agreement (CBA) governing this classification and rate.
APPENDIX B1
General Decision Number: WA20210080 01/01/2021
Page 5 of 6
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this
classification in the survey and the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that classification. As this weighted
average rate includes all rates reported in the survey, it may include both union and non-union
rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a
weighted average calculation of rates and are not majority rates. LA indicates the State of
Louisiana. 2012 is the year of survey on which these classifications and rates are based. The
next number, 007 in the example, is an internal number used in producing the wage
determination. 5/13/2014 indicates the survey completion date for the classifications and rates
under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed
for those classifications; however, 100% of the data reported for the classifications was union
data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in the example, is an internal
number used in producing the wage determination. 08/29/2014 indicates the survey completion
date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted
average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys,
should be with the Wage and Hour Regional Office for the area in which the survey was
conducted because those Regional Offices have responsibility for the Davis-Bacon survey
program. If the response from this initial contact is not satisfactory, then the process
described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial
contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
APPENDIX B1
General Decision Number: WA20210080 01/01/2021
Page 6 of 6
2) If the answer to the question in 1.) is yes, then an interested party (those affected by the
action) can request review and reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and
by any information (wage payment data, project description, area practice material, etc.) that
the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly
to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION WA80
APPENDIX B1
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX B2
WASHINGTON STATE
PREVAILING WAGE RATES
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
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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.
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.
APPENDIX B2
20 of 34
Overtime Codes Continued
1.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.
S.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 hours worked on holidays and 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.
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.
APPENDIX B2
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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.
C.All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two 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.
G.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 hours worked on Sunday shall be paid at two 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.
O.All hours worked on Sundays and holidays shall be paid at one and one-half times 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.
W.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 first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on 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.
A.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 shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. 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.
C.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 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 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.
APPENDIX B2
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Overtime Codes Continued
3.E.All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
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.
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.
B.All hours worked over twelve (12) hours per day and all hours worked on 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.
APPENDIX B2
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Overtime Codes Continued
4.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.
F.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 20% over the hourly rate of wage. All hours worked on 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.
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.
H.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.
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.
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.
APPENDIX B2
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Overtime Codes Continued
4.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.
M.All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N.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, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O.All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P.All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q.The first four (4) 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 hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R.All hours worked on Saturdays 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 on Sundays and holidays shall be paid at double the hourly rate
of wage.
S.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.
T.The first two (2) hours of overtime for hours worked Monday-Friday 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 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. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
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.
APPENDIX B2
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Overtime Codes Continued
4.V.Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
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.
W.All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When 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.
X.All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays 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 employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
APPENDIX B2
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Overtime Codes Continued
4.Y.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 shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
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.
ZOvertime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly
rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually
provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40)
HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. All
hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate
of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on
holidays shall be paid at double the hourly rate of wage.
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).
I.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J.Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
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).
APPENDIX B2
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Holiday Codes Continued
5.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).
T.Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
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).
6.A.Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E.Paid 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 a Half-
Day On Christmas Eve Day. (9 1/2).
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).
I.Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
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.
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.
APPENDIX B2
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Holiday Codes Continued
7.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 Satu rday shall be
observed as a holiday on the preceding Friday.
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.
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.
APPENDIX B2
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Holiday Codes Continued
7.M.Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). 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.
R.Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
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.
T.Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
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.
APPENDIX B2
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Holiday Codes Continued
7.Z.Holidays: New Year's Day, President’s Day, Independence Day, Memorial 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.
15.A.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the 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.
B.Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
D.Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E.Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
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.
P.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.
Q.The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
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.
APPENDIX B2
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Note Codes Continued
8.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) f eet above grade elevation
receive an additional $0.50 per hour.
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.
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.
APPENDIX B2
32 of 34
Note Codes Continued
8.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.)
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.
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.
APPENDIX B2
33 of 34
Note Codes Continued
9.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.
APPENDIX B2
34 of 34
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX C
ECONOMIC DEVELOPMENT ADMINISTRATION
STANDARD TERMS AND CONDITIONS
FOR CONSTRUCTION PROJECTS
February 12, 2016
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
1
U.S. DEPARTMENT OF COMMERCE
ECONOMIC DEVELOPMENT ADMINISTRATION
STANDARD TERMS AND CONDITIONS
FOR CONSTRUCTION PROJECTS
Title II of the Public Works and
Economic Development Act of 1965
Public Works and Economic Development Facilities
and
Economic Adjustment Assistance Construction Components
February 12, 2016
2
TABLE OF CONTENTS
Contents
PREFACE ........................................................................................................................................................................... 6
A. GENERAL REQUIREMENTS AND RESPONSIBILITIES. ................................................................................... 7
1. Purpose. ................................................................................................................................................................... 7
2. Authority and Policies. ............................................................................................................................................ 7
3. Definitions. .............................................................................................................................................................. 8
4. Grant Recipient as Trustee. ..................................................................................................................................... 9
5. Reaffirmation of Application and Award Acceptance. ........................................................................................... 9
6. Noncompliance with Award Provisions. ............................................................................................................... 10
B. FINANCIAL REQUIREMENTS. ............................................................................................................................ 10
1. Financial Reports. .................................................................................................................................................. 10
2. Disbursements. ...................................................................................................................................................... 11
3. Federal and Non-Federal Cost Sharing. ................................................................................................................. 12
4. Budget Revisions and Transfers of Funds Among Budget Categories. ................................................................. 12
5. Indirect Costs and Facilities and Administrative Costs. ........................................................................................ 13
6. Incurring Costs Prior to Award. ............................................................................................................................. 15
7. Incurring Costs or Obligating Federal Funds Beyond the Project Expiration Date. .............................................. 15
8. Time Extensions. ................................................................................................................................................... 16
9. Tax Refunds. ......................................................................................................................................................... 16
10. Program Income. ................................................................................................................................................... 16
C. PROGRAMMATIC REQUIREMENTS. ................................................................................................................. 17
1. Project Progress and Performance Reporting. ....................................................................................................... 17
2. Reporting on Real Property. .................................................................................................................................. 18
3. Interim Reporting of Significant Project Developments. ...................................................................................... 18
4. Government Performance and Results Act Reporting. .......................................................................................... 18
5. Unsatisfactory Performance................................................................................................................................... 18
6. Programmatic Changes. ......................................................................................................................................... 18
7. Other Federal Awards with Similar Programmatic Activities. .............................................................................. 19
8. Beneficiary Compliance. ....................................................................................................................................... 19
9. Prohibition Against Assignment by the Recipient. ................................................................................................ 19
10. Disclaimer Provisions; Hold Harmless Requirement. ........................................................................................... 19
3
11. Prohibition on Use of Third Parties to Secure Award. .......................................................................................... 20
12. Payment of Attorneys’ or Consultants’ Fees. ........................................................................................................ 20
13. Recipient’s Duty to Refrain from Employing Certain Government Employees. ................................................... 20
14. Commencement of Construction and Project Sign. ............................................................................................... 21
15. Efficient Administration of Project. ...................................................................................................................... 21
16. Conflicts-of-Interest Rules. ................................................................................................................................... 22
17. Record-Keeping Requirements. ............................................................................................................................. 22
18. Termination Actions. ............................................................................................................................................. 24
19. Project Closeout Procedures. ................................................................................................................................. 25
20. Freedom of Information Act. ................................................................................................................................. 26
D. ADDITIONAL REQUIREMENTS RELATING TO CONSTRUCTION PROJECTS. .......................................... 26
1. The Davis-Bacon Act, as amended (40 U.S.C. §§ 3141–3144, 3146, 3147; 42 U.S.C. § 3212), ......................... 26
2. The Contract Work Hours and Safety Standards Act, as amended (40 U.S.C. §§ 3701-3708) ............................ 27
3. The National Historic Preservation Act of 1966, as amended (54 U.S.C. § 300101 et seq.), and the Advisory
Council on Historic Preservation Guidelines (36 CFR part 800) .......................................................................... 27
4. The Historical and Archeological Data Preservation Act of 1974, as amended (16 U.S.C. § 469a-1 et seq.) ...... 27
5. The Architectural Barriers Act of 1968, as amended (42 U.S.C. § 4151 et seq.) .................................................. 27
6. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended (42 U.S.C.
§ 4601 et seq.) ....................................................................................................................................................... 27
7. The Energy Conservation and Production Act (42 U.S.C. § 6834 et seq.) ........................................................... 27
8. Compliance with Local Construction Requirements ............................................................................................. 27
E. NONDISCRIMINATION REQUIREMENTS ........................................................................................................ 27
1. Statutory Provisions .............................................................................................................................................. 27
2. Other Provisions .................................................................................................................................................... 28
3. Title VII Exemption for Religious Organizations. ................................................................................................ 29
F. AUDITS. ................................................................................................................................................................... 29
1. Organization-Wide, Program-Specific, and Project Audits. .................................................................................. 29
2. Requirement to Submit a Copy of the Audit to EDA. ........................................................................................... 31
3. Audit Resolution Process. ..................................................................................................................................... 31
G. DEBTS. ..................................................................................................................................................................... 32
1. Payment of Debts Owed the Federal Government. ............................................................................................... 32
2. Late Payment Charges. .......................................................................................................................................... 32
3. Barring Delinquent Federal Debtors from Obtaining Federal Loans or Loan Insurance Guarantees. ................... 33
4. Effect of Judgment Lien on Eligibility for Federal Grants, Loans, or Programs. .................................................. 33
4
H. GOVERNMENTWIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT). .................................... 33
I. DRUG-FREE WORKPLACE. ................................................................................................................................. 33
J. LOBBYING RESTRICTIONS. ............................................................................................................................... 33
K. CODES OF CONDUCT AND SUBAWARD, CONTRACT, AND SUBCONTRACT PROVISIONS. ............... 34
1. Code of Conduct for Recipients. ........................................................................................................................... 34
2. Applicability of Award Provisions to Subrecipients. ............................................................................................ 35
3. Competition and Codes of Conduct for Subawards. ............................................................................................. 36
4. Applicability of Provisions to Subawards, Contracts, and Subcontracts. .............................................................. 37
5. Pilot Program for Enhancement of Employee Whistleblower Protections. .......................................................... 38
6. Small Businesses, Minority Business Enterprises, and Women’s Business Enterprises. ...................................... 38
7. Subaward to or Contract with a Federal Agency. .................................................................................................. 39
8. EDA Contracting Provisions for Construction Projects. ....................................................................................... 39
L. PROPERTY. ............................................................................................................................................................. 39
1. Standards. .............................................................................................................................................................. 39
2. Title. ...................................................................................................................................................................... 39
3. EDA’s Interest in Award Property. ....................................................................................................................... 40
4. Insurance and Bonding. ......................................................................................................................................... 42
5. Leasing Restrictions. ............................................................................................................................................. 42
6. Eminent Domain. ................................................................................................................................................... 43
7. Disposal of Real Property. ..................................................................................................................................... 43
M. FEDERAL ENVIRONMENTAL REQUIREMENTS. ............................................................................................ 43
1. The National Environmental Policy Act of 1969 (42 U.S.C. § 4321 et seq.). ....................................................... 44
2. National Historic Preservation Act (54 U.S.C. § 300101 et seq.). ......................................................................... 44
3. Environmental Quality Improvement Act of 1970, as amended (42 U.S.C. §§ 4371–4375). ............................... 44
4. Clean Air Act (42 U.S.C. § 7401 et seq.), Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.) (Clean
Water Act), and Executive Order 11738 (“Providing for Administration of the Clean Air Act and the Federal
Water Pollution Control Act with Respect to Federal Contracts, Grants or Loans”). ........................................... 44
5. The Safe Drinking Water Act of 1974, as amended (42 U.S.C. § 300f et seq.). .................................................... 45
6. Executive Order 11988 (“Floodplain Management”) and Executive Order 11990 (“Protection of Wetlands”). ... 45
7. The Flood Disaster Protection Act (42 U.S.C. § 4002 et seq.), and regulations and guidelines issued thereunder
by the U.S. Federal Emergency Management Administration (“FEMA”) or by EDA. ......................................... 45
8. The Coastal Zone Management Act (16 U.S.C. § 1451 et seq.). ........................................................................... 45
9. The Coastal Barrier Resources Act (16 U.S.C. § 3501 et seq.). ............................................................................ 45
10. The Wild and Scenic Rivers Act (16 U.S.C. § 1271 et seq.). ................................................................................ 45
5
11. The Fish and Wildlife Coordination Act (16 U.S.C. § 661 et seq.). ...................................................................... 45
12. The Endangered Species Act (16 U.S.C. § 1531 et seq.). ...................................................................................... 45
13. The Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA, more commonly
known as Superfund) (42 U.S.C. § 9601 et seq.), and the Community Environmental Response Facilitation Act
(Pub. L. No. 102-426, 42 U.S.C. §§ 9601 note et seq. and 9620(h)(4).). .............................................................. 46
14. The Resource Conservation and Recovery Act (42 U.S.C. § 6901 et seq.). .......................................................... 46
15. Executive Order 12898 (“Environmental Justice in Minority Populations and Low-Income Populations”). ........ 46
16. The Lead-Based Paint Poisoning Prevention Act (42 U.S.C. § 4821 et seq.)........................................................ 46
17. The Farmland Protection Policy Act (7 U.S.C. §§ 4201–4209). ........................................................................... 46
18. The Noise Control Act of 1972 (42 U.S.C. § 4901 et seq.). .................................................................................. 46
19. The Native American Graves Protection and Repatriation Act (25 U.S.C. § 3001 et seq.). .................................. 46
N. NOTICE AND EVIDENCE OF COMPLIANCE WITH ALL APPLICABLE ENVIRONMENTAL
REQUIREMENTS. ............................................................................................................................................... 46
O. MISCELLANEOUS REQUIREMENTS.................................................................................................................. 47
1. Criminal and Prohibited Activities. ....................................................................................................................... 47
2. Foreign Travel. ...................................................................................................................................................... 47
3. American-Made Equipment and Products. ............................................................................................................ 48
4. Intellectual Property Rights. .................................................................................................................................. 48
5. Increasing Seat Belt Use in the United States. ....................................................................................................... 50
6. Research Involving Human Subjects. .................................................................................................................... 50
7. Federal Employee Expenses. ................................................................................................................................. 51
8. Minority Serving Institutions Initiative. ................................................................................................................ 51
9. Research Misconduct. ............................................................................................................................................ 51
10. Publications, Videos, and Acknowledgment of Sponsorship. ............................................................................... 52
11. Care and Use of Live Vertebrate Animals. ............................................................................................................ 52
12. Homeland Security Presidential Directive 12. ....................................................................................................... 52
13. Compliance with Department of Commerce Bureau of Industry and Security Export Administration Regulations.
............................................................................................................................................................................... 53
14. The Trafficking Victims Protection Act of 2000 (22 U.S.C. § 7104(g)), as Amended, and the Implementing
Regulations at 2 CFR part 175. ............................................................................................................................. 54
15. The Federal Funding Accountability and Transparency Act of 2006 (Pub. L. No. 109-282, 31 U.S.C. § 6101
Note), as Amended by the Government Funding Transparency Act of 2008 (Pub. L. No. 110-252). .................. 56
16. Federal Financial Assistance Planning During a Funding Hiatus or Government Shutdown. .............................. 61
6
U.S. DEPARTMENT OF COMMERCE
ECONOMIC DEVELOPMENT ADMINISTRATION
STANDARD TERMS AND CONDITIONS
FOR CONSTRUCTION PROJECTS
Title II of the Public Works and
Economic Development Act of 1965
Public Works and Economic Development Facilities
and
Economic Adjustment Assistance Construction Components
PREFACE
This document sets out the Standard Terms and C onditions for Construction Projects
(hereinafter referred to as the “Construction Standard Terms and Conditions ” or
“Construction ST&Cs”) applicable to Economic Development Administration (“EDA”)
financial assistance awards. A Recipient of an EDA construction financial assistance award
must, in addition to the assurances made as part of the Application, comply and require each of
its subrecipients, contractors, and subcontractors employed in the completion of the Project to
comply with all applicable statutes, regulations, executive orders, Office of Management and
Budget (“OMB”) circulars, provisions of the Uniform Administrative Requirements,
Cost Principles, and Audit Requirements for Federal Awards (codified at 2 CFR part 200)
(“Uniform Guidance”), provisions of these Construction ST&Cs, the EDA-approved Project
budget and scope of work, any other incorporated terms and conditions, and approved
Applications (collectively, “Terms and Conditions of the Award”).
This Award is subject to the laws and regulations of the United States. Any inconsistency or
conflict in the Terms and Conditions specified in this Award will be resolved according to the
following order of precedence: public laws, regulations (including applicable notices published
in the Federal Register (Fed. Reg.)), executive orders, OMB circulars, EDA’s Construction
ST&Cs, and special award conditions. A special award condition may amend or take precedence
on a case-b y-case basis over a Construction ST&C when warranted b y specific Project
circumstances.
Some of these Construction ST&Cs contain, by reference or substance, a summary of the
pertinent statutes or regul ations published in the Federal Register or the Code of Federal
Regulations (“CFR”), executive orders, OMB circulars, or the certifications and assurances
provided by applicants through Standard Forms (e.g., Forms SF-424B and SF-424D). To the
extent that it is a summary, such provision is not in derogation of, or an amendment to, any such
statute, regulation, executive order, OMB circular, or assurance.
7
ECONOMIC DEVELOPMENT ADMINISTRATION
STANDARD TERMS AND CONDITIONS
FOR CONSTRUCTION PROJECTS
Public Works and Economic Development Facilities and
Economic Adjustment Assistance Construction Components
A. GENERAL REQUIREMENTS AND RESPONSIBILITIES.
1. Purpose.
The Economic Development Administration’s (“EDA’s”) grants for (i) public works
(42 U.S.C. § 3141) and (ii) construction economic adjustment assistance (42 U.S.C. § 3149)
Projects awarded under the Public Works and Economic Development Act of 1965, as amended
(42 U.S.C. § 3121 et seq.) (“PWEDA”) are designed to enhance regional competitiveness and
promote long-term economic development in regions experiencing substantial economic distress.
EDA provides construction, design, and engineering grants to assist distressed communities and
regions revitalize, expand, and upgrade their ph ysical infrastructure to attract new industry,
encourage business expansion, diversify local economies, and generate or retain long-term
private sector jobs and investment. The requirements set forth in these Construction ST&Cs are
applicable to construction, design, and engineering Projects funded in whole or in part b y EDA.
Any necessar y modifications of these requirements will be addressed in special award conditions
to accommodate individual Projects. In addition, these Construction ST&Cs apply to
construction projects of revolving loan funds (“RLFs”) awarded between January 1, 1975 and
February 10, 1999 under EDA’s Title IX Economic Adjustment Assistance Program, as well as
to R LFs funded after February 11, 1999 under section 209 of PWEDA (42 U.S.C. § 3149).
2. Authority and Policies.
EDA is a bureau within the U.S. Department of Commerce (“DOC” or “Department”)
established under PWEDA. See 13 CFR § 300.1 (“Overview of eligibility requirements”). As a
Federal agenc y, EDA is obligated to promulgate regulations and establish policies and
procedures to:
a. Ensure compliance with applicable Federal requirements;
b. Safeguard the public’s interest in the grant assets; and
c. Promote the effective use of grant funds in accomplishing the purposes for which they were
awarded.
The Department or EDA may issue changes from time to time to the regulations and other
requirements and policies that apply to this Award. Such changes ma y upon occasion increase
administrative or programmatic flexibility in administering this Award in a manner that is
mutuall y beneficial to EDA and to the non-Federal entity. The implementation of an y such
regulator y, administrative, or programmatic change in administering this Award requires EDA’s
prior written approval.
EDA’s policy is to administer all awards uniformly; however, there ma y be special
circumstances that warrant a variance. To accommodate these circumstances and to encourage
innovative and creative ways to address economic development problems, EDA will consider
8
requests for variances to the procedures set out in these Construction ST&Cs if they do not
conflict with applicable Federal statutor y and regulator y requirements, are consistent with the
goals of EDA’s programs, and make sound economic and financial sense.
3. Definitions.
Whenever used in these Construction ST&Cs, the following words and phrases shall have the
following meanings:
a. “Application” means all forms, documentation, and any information submitted to the
Government as part and in furtherance of a request for an Award and includes submissions
made in response to information requested by the Government after submission of the initial
Application;
b. “Assistant Secretary” refers to the Assistant Secretary of Commerce for Economic
Development;
c. “Award” refers to the Federal financial assistance that a Recipient receives directly from
EDA (see also 2 CFR § 200.38);
d. “Closeout” or “Project Closeout” refers to the process by which the Grants Officer
determines that all applicable administrative actions and all required work under the Award
have been completed by the Recipient and EDA (see also 2 CFR § 200.16);
e. “Contract” means a legal instrument by which a non-Federal entity purchases property or
services needed to carry out the Project or program under this Award. As defined at
2 CFR § 200.22, the term does not include a legal instrument, even if the non-Federal entity
considers it a contract, when the substance of the transaction meets the definition of a Federal
award or subaward (see also 2 CFR § 200.22);
f. “Contractor” means an entity that receives a contract as defined in this section and at
2 CFR § 200.22 (see also 2 CFR § 200.23);
g. “Department” or “DOC” refers to the U.S. Department of Commerce;
h. “Government” or “Federal Government” refers to EDA;
i. “Grants Officer” refers to the official responsible for all business management and
administrative aspects of this Award and, under these Construction ST&Cs, is the Regional
Director in the appropriate Regional Office;
j. “Non-Federal entity” is a State, local government, Indian tribe, institution of higher
education (“IHE”), or nonprofit organization that carries out a Federal award as a recipient or
subrecipient (see also 2 CFR § 200.69);
k. “Pass-through entity” is a non-Federal entity that provides a subaward to a subrecipient to
carry out part of a Federal program (see also 2 CFR § 200.74);
l. “Project” refers to the activity for which the EDA grant was awarded;
m. “Project Officer” refers to the EDA official responsible for technical or other programmatic
aspects of the Award. During the post-approval stage of the Award, EDA generall y assigns
this role to an EDA Engineer/Construction Manager;
9
n. “Recipient” is a non-Federal entity that receives a Federal award directly from a Federal
awarding agency to carry out an activity under a Federal program. The term “Recipient” does
not include subrecipients (see also 2 CFR § 200.86);
o. “Regional Office” refers to an EDA Regional Office;
p. “Subaward” means an award provided by a pass-through entity to a subrecipient for the
subrecipient to carry out part of a Federal award received by the pass-through entity (see also
2 CFR § 200.92);
q. “Subrecipient” is a non-Federal entity that receives a subaward from a pass-through entity to
carry out part of a Federal program but does not include an individual that is a beneficiary of
such program. A subrecipient may also be a recipient of other Federal awards directly from a
Federal awarding agency (see also 2 CFR § 200.92); and
r. “Terms and Conditions of the Award” is defined in the first paragraph of the Preface above.
Capitalized terms used but not otherwise defined in these Construction ST&Cs have the
meanings ascribed to them in EDA’s regulations at 13 CFR §§ 300.3 (“Definitions”), 302.20
(“Civil rights”), 307.8 (“Definitions”), and 314.1 (“Definitions”).
4. Grant Recipient as Trustee.
The Recipient holds grant funds and any EDA-assisted Project propert y in trust for the purposes
for which the Award was made. The Recipient’s obligation to the Federal Government continues
for the estimated useful life of the Project, as determined by EDA, during which EDA retains an
undivided equitable reversionar y interest (the “Federal Interest”) in propert y acquired or
improved, in whole or in part, with the EDA investment. See 13 CFR § 314.2
(“Federal Interest”).
If EDA determines that the Recipient fails or has failed to meet this obligation, the Government
may exercise an y rights or remedies with respect to its Federal Interest in the Project. However,
EDA’s forbearance in exercising any right or remedy in connection with the Federal Interest does
not constitute a waiver thereof.
The Recipient agrees to provide EDA with information and documentation necessar y for EDA to
conduct due diligence to ensure the financial integrity and responsibility of the Recipient and key
individuals associated with the Recipient in the management or administration of this Award.
5. Reaffirmation of Application and Award Acceptance.
The Recipient acknowledges that the Recipient’s Application for this Award may have been
submitted to the Government and signed by the Recipient, or by an authorized representative of
the Recipient, electronically without providing an original “wet” signature. In addition, the
Recipient, or an authorized representative of the Recipient, may have accepted the Award
electronically, which includes drawing down any funds at any time under this Award. Regardless
of who submitted the Application to the Government or the means by which the Recipient
submitted the Application or accepted the Award, the Recipient hereby reaffirms and states that:
a. All data in the Application were true and correct when the Application was submitted and
remain true and correct as of the date of this Award;
10
b. The Application was, as of the date of submission and the date of this Award, duly authorized
as required by local law b y the governing bod y of the Recipient; and
c. The Recipient has read, understood, and will comply with all terms of this Award, including
the assurances and certifications submitted with, or attached to, the Application.
The Recipient agrees to immediately notify the Grants Officer of any material changes to the
Application within 30 calendar days of the date the Recipient becomes aware of such changes.
6. Noncompliance with Award Provisions.
Failure to comply with the provisions of this Award may be grounds for appropriate enforcement
action pursuant to 2 CFR § 200.338 (“Remedies for noncompliance”), including but not limited
to:
a. The imposition of additional Award conditions in accordance with 2 CFR § 200.207
(“Specific conditions”);
b. Temporarily withholding Award payments pending the correction of the deficiency;
c. The disallowance of Award costs and the establishment of an account receivable;
d. Wholly or partially suspending or terminating this Award;
e. Initiating suspension or debarment proceedings in accordance with 2 CFR parts 180
(“OMB Guidelines to Agencies on Governmentwide Debarment and Suspension
(Nonprocurement)”) and 1326 (“Nonprocurement Debarment and Suspension”);
f. Withholding further Federal awards for the Project or program; and
g. Such other remedies as may be legally available. See also 2 CFR §§ 200.339 (“Termination”)
through 200.342 (“Effects of suspension and termination”).
In addition, failure to comply with the provisions of this Award may adversely impact the
availability of funding under other active EDA or Federal awards and may also have a negative
impact on the Recipient’s eligibility for future EDA or other Federal awards.
B. FINANCIAL REQUIREMENTS.
1. Financial Reports.
a. During the period of performance, the Recipient shall submit financial reports as follows or
as otherwise specified in the special award conditions.
i. Reports on Award Reimbursements. In accordance with 2 CFR § 200.327 (“Financial
reporting”), the Recipient shall submit a “Federal Financial Report” (Form SF-425 or any
successor form) on a semi-annual basis for the periods ending March 31 and
September 30, or any portion thereof, unless otherwise specified in a special award
condition. Reports are due no later than 30 calendar days following the end of each
reporting period, and instructions for completing and submitting Form SF-425 will be
discussed during the Project kick-off meeting. Recipients may contact their EDA Project
Officer with questions on how to complete or submit the report, if necessary, but they are
required to submit reports on time and are encouraged to pose such questions sufficiently
11
before the deadline to allow for complete, accurate, and timely submission of required
reports.
ii. Reports on Award Advances. While EDA generally does not advance funds, when the
agency does so, the Recipient must submit Form SF-425 within 15 business days
following the end of each quarter for an award under $1 million, 15 business days
following the end of each month for an award totaling $1 million or more, or as otherwise
specified in a special award condition.
b. The Recipient must submit a final financial report using Form SF-425 within 90 calendar
da ys of the expiration date of the Award.
c. Noncompliance with the financial reporting requirements will result in appropriate
enforcement action under this Award, including but not limited to suspension of Award
payments or disallowance of costs.
d. Financial reports should be submitted to the Project Officer in electronic format, unless
otherwise specified in the special award conditions.
2. Disbursements.
a. Method of Payment. The Grants Officer determines the appropriate method of payment.
Unless otherwise specified in a special award condition, the method of payment under this
Award will be reimbursement. Payments will be made through electronic funds transfers
directly to the Recipient’s bank account and in accordance with the requirements of the Debt
Collection Improvement Act of 1996 (31 U.S.C. § 3720B et seq.). The Award number shall
be included on all payment-related correspondence, information, and forms.
i. State Recipients. Consistent with 2 CFR § 200.305(a) (“Payment”), for States, payments
are governed by Treasury-State Cash Management Improvement Act agreements and
default procedures codified at 31 CFR part 205 (“Rules and Procedures for Efficient
Federal-State Funds Transfers”) and Treasury Financial Manual Volume I, 4A-2000
(“Overall Disbursing Rules for All Federal Agencies”).
ii. Recipients Other than States. Consistent with 2 CFR § 200.305(b), for Recipients other
than States, payment methods must minimize the amount of time elapsing between the
transfer of funds from the U.S. Treasury or the pass-through entity and the disbursement
by the non-Federal entity.
b. Disbursement Requests. The Recipient shall use Form SF-271, “Outlay Report and Request
for Reimbursement for Construction Programs,” to request reimbursement under the Award.
Substantiating invoices and/or vouchers also must be provided. Each request for the
disbursement of funds shall be made to the Project Officer. Form SF-271 can be downloaded
from OMB’s website at www.whitehouse.gov/omb/grants/grants_forms.html.
i. Initial Disbursement Request. For the initial disbursement only, the Recipient must
complete and submit Form SF-3881, “ACH Vendor/Miscellaneous Payment Enrollment
Form,” along with Form SF-271, to the Project Officer.
ii. Interim Disbursement Requests. All requests for interim disbursement shall be submitted
using Form SF-271 and include substantiating invoices and/or vouchers.
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iii. Final Disbursement Request. See section C.19 “Project Closeout Procedures” in these
Construction ST&Cs.
3. Federal and Non-Federal Cost Sharing.
a. For purposes of this Award, the Federal share is the amount of EDA funds invested under the
Award, while the non-Federal share, or “Matching Share,” means non-EDA funds and any
in-kind contributions that are approved b y EDA and provided b y the Recipient or by third
parties as a condition of the Award. Awards that include a Federal and non-Federal share
incorporate an estimated budget consisting of shared allowable costs. If actual allowable
costs are less than the total approved estimated budget, the Federal share and Matching Share
shall be calculated b y applying the approved Federal and non-Federal cost share ratios to
actual allowable costs. See 13 CFR §§ 305.10 (“Bid underrun and overrun”) and 308.1
(“Use of funds in projects constructed under projected cost”). As noted below in section B.4
“Budget Revisions and Transfers of Funds Among Cost Categories” of these
Construction ST&Cs, if actual allowable costs are greater than the total approved estimated
budget, the Federal share shall not exceed the total Federal dollar amount authorized by this
Award.
b. The Matching Share, whether cash or in-kind, shall be paid out at the same general rate as
the Federal share. Exceptions to this requirement ma y be granted b y the Grants Officer
based on sufficient documentation demonstrating previously determined plans for, or later
commitment of, cash or in-kind contributions. In an y case, the Recipient must meet its non-
Federal cost share commitment over the Award period of performance; failure to do so may
result in the assignment of special award conditions or other further action as specified in
section A.6 “Noncompliance with Award Provisions” of these Construction ST&Cs.
c. The Recipient must create and maintain sufficient records justifying the required Matching
Share to facilitate questions, audits, and other inquiries necessary to meet EDA’s
requirements to safeguard Federal funds, and must provide these records if requested b y
EDA, auditors, or other Federal parties. See also section C.17 “Record-Keeping
Requirements” of these Construction ST&Cs. EDA ma y disallow undocumented costs.
See 2 CFR § 200.306 for additional requirements regarding cost sharing.
d. The Recipient shall show that the Matching Share is committed to the Project, available as
needed, and not conditioned or encumbered in any wa y that precludes its use consistent with
the requirements of EDA Investment Assistance. See 13 CFR § 301.5 (“Matching share
requirements”).
4. Budget Revisions and Transfers of Funds Among Budget Categories.
The EDA-approved budget is the budget plan for the Project. The Recipient must notify EDA
of deviations from the budget or program plans in accordance with 2 CFR § 200.308 (“Revision
of budget and program plans”), including an y change in scope of work or the objective of the
Project (even if there is no associated budget revision requiring prior written approval). If prior
written approval is not required under 2 CFR § 200.308, the Recipient may request the
Grants Officer’s review of and guidance on proposed revisions to the budget.
13
a. Requests for budget revisions to the EDA-approved budget in accordance with the provisions
below must be submitted through the Project Officer to the Grants Officer, who shall make
the final determination on such requests and notify the Recipient in writing.
b. In accordance with 2 CFR § 200.308(g), EDA’s prior written approval and an amendment
executed by the Grants Officer and the Recipient using Form CD-451 or any successor form
are required for budget revisions when:
i. The revision results from changes in the scope or the objective of the Project;
ii. The need arises for additional EDA funds to complete the Project;
iii. The Federal share exceeds $150,000 and the cumulative amount of transfers among
direct cost categories exceeds or is expected to exceed 10 percent of the total budget as
last approved by EDA; and
iv. A revision is desired that involves specific costs for which prior written approval
requirements may be imposed consistent with applicable cost principles listed in subpart E
of 2 CFR part 200 (“Cost Principles”).
c. When an Award supports both construction and non-construction work, the Recipient must
obtain prior written approval from the Grants Officer before making an y fund or budget
transfers from non-construction to construction or vice versa. See 2 CFR § 200.308(g)(5).
d. Transfers shall not be permitted if such transfers would cause any Federal appropriation, or
part thereof, to be used for purposes other than those intended. This transfer authority does
not authorize the Recipient to create new budget categories within an approved budget unless
the Grants Officer has provided prior written approval. See 2 CFR § 200.308.
e. Project Underrun Amounts. Underrun amounts shall be transferred to the contingencies line
item. Contingenc y funds are to be used to address situations resulting from unknown
conditions and changes required for the fulfillment of authorized activities under this Award.
EDA may approve the use of underrun funds to increase the Federal share of the Project or
further improve the Project, as long as EDA determines that the use is consistent with the
original purpose of the approved EDA investment. See 13 CFR § 308.1 (“Use of funds in
projects constructed under projected cost”).
f. Additional EDA Funding in Case of Project Overrun Amounts. In accepting this Award, the
Recipient agrees to fund any overrun amounts from non-Federal sources. Additional EDA
assistance for the Project may not be approved.
5. Indirect Costs and Facilities and Administrative Costs.
a. Indirect costs, or facilities and administrative (“F&A”) costs for educational institutions, are
generall y not applicable under this Award. See the definition of indirect costs at
2 CFR § 200.56 (“Indirect (facilities & administrative (F&A)) costs”).
b. When indirect costs are applicable, the y will not be allowable charges against the Award
unless approved under the Award and specifically included as a line item in the Award’s
approved budget.
c. Excess indirect costs may not be used to offset unallowable direct costs.
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d. Under 2 CFR § 200.306(c) (“Cost sharing or matching”), unrecovered indirect costs,
including indirect costs on cost sharing or matching, may be included as part of cost sharing
or matching only with the prior written approval of EDA.
e. Cognizant Agency for Indirect (F&A) Costs. OMB established the cognizant agency concept,
under which a single agency represents all others in dealing with Recipients in common
areas, including reviewing and approving indirect cost rates applicable to Federal grants.
i. Determining the Cognizant Agency for Non-Commercial Organizations. In accordance
with 2 CFR § 200.19 (“Cognizant agency for indirect costs”), the cognizant agency for
indirect costs is the Federal agency responsible for reviewing, negotiating, and approving
cost allocation plans or indirect cost proposals on behalf of all Federal agencies.
Approved rates must be accepted by other agencies, unless a Federal statute or regulation
requires use of a different rate or a Federal agency awarding head or delegate approves a
different rate in accordance with 2 CFR § 200.414(c) (“Indirect (F&A) costs”).
If indirect costs are permitted, but the Recipient has not previously established an
indirect cost rate with a Federal agency, the Recipient may consult Appendices III–VII to
2 CFR part 200 for information on determining the relevant cognizant agency and
developing and submitting indirect (F&A) cost rate proposals and cost allocation plans:
(1) Appendix III to 2 CFR part 200 – Indirect (F&A) Costs Identification and
Assignment, and Rate Determination for Institutions of Higher Education (IHEs);
(2) Appendix IV to 2 CFR part 200 – Indirect (F&A) Costs Identification and
Assignment, and Rate Determination for Nonprofit Organizations;
(3) Appendix V to 2 CFR part 200 – State/Local Government and Indian Tribe-Wide
Central Service Cost Allocation Plans;
(4) Appendix VI to 2 CFR part 200 – Public Assistance Cost Allocation Plans; and
(5) Appendix VII to 2 CFR part 200 – States and Local Government and Indian Tribe
Indirect Cost Proposals.
ii. General Review Procedures When DOC Is the Cognizant Agency.
(1) Within 90 days of the Award start date the Recipient shall submit to the Grants Officer
any documentation (indirect cost proposal, cost allocation plan, etc.) necessary to
allow the agency to perform the indirect cost rate proposal review.
(2) The Recipient may use the fixed rate proposed in the indirect cost plan as a provisional
rate until DOC provides a response to the submitted plan.
iii. When DOC Is Not the Oversight or Cognizant Agency. When the cognizant Federal
agency is not DOC, the non-Federal entity shall provide the Grants Officer with a copy of
a negotiated rate agreement or a copy of the transmittal letter submitted to the cognizant or
oversight Federal agency requesting a negotiated rate agreement.
f. If the Recipient entity fails to submit required documentation to DOC within 90 days of the
Award start date, the Grants Officer may amend the Award to preclude the recovery of any
indirect costs under the Award. If the DOC, oversight, or cognizant Federal agency
determines there is a finding of good and sufficient cause to excuse the Recipient’s delay in
15
submitting the documentation, an extension of the 90-day due date may be approved by the
Grants Officer.
g. The maximum dollar amount of allocable indirect costs for which DOC will reimburse the
recipient shall be the lesser of:
i. The line item amount for the Federal share of indirect costs contained in the approved
Award budget, including all budget revisions approved in writing by the Grants Officer;
or
ii. The Federal share of the total indirect costs allocable to the Award based on the indirect
cost rate approved by the cognizant agency for indirect costs and applicable to the period
in which the cost was incurred, provided that the rate is approved on or before the Award
end date.
h. In accordance with 2 CFR § 200.414(g) (“Indirect (F&A) costs”), any Recipient that has a
negotiated indirect cost rate may apply to the entity’s cognizant agency for indirect costs for a
one-time extension of a currently negotiated indirect cost rate for a period of up to four years,
reducing the frequency of rate calculations and negotiations between an institution and its
cognizant agency.
i. Any Recipient that has never received a negotiated indirect cost rate, except for those
Recipients described in Paragraph D.1.b of Appendix VII to 2 CFR part 200 (specifically, a
governmental department or agency that receives more than $35 million in direct Federal
funding), may elect to charge a de minimis rate of 10 percent of modified total direct costs.
See 2 CFR § 200.414(f).
6. Incurring Costs Prior to Award.
Project activities carried out prior to EDA’s approval of this Award shall be carried out at the
sole risk of the Recipient. Such activity may result in the rejection of the Application, the
disallowance of costs, or other adverse consequences as a result of noncompliance with EDA or
Federal law, including but not limited to procurement requirements, civil rights requirements,
Federal labor standards, or environmental and historic preservation requirements. The
Grants Officer must authorize pre-award costs in writing, and such costs must also be allowable
under relevant Federal cost principles and the specific Award terms and be included in the
EDA approved budget. Pre-award costs not included in the authorized budget are not allowable
and ma y not be reimbursed. See 13 CFR § 302.8 (“Pre-approval Investment Assistance costs”).
7. Incurring Costs or Obligating Federal Funds Beyond the Project Expiration Date.
a. The Recipient shall not incur costs or obligate funds for any purpose pertaining to the Project,
program, or activities beyond the authorized period of performance documented in the Award
agreement, unless a written time extension of this Award is granted b y the Grants Officer.
The onl y costs that are authorized for a period of up to 90 calendar da ys following the end
date of the period of performance are those strictly associated with Closeout activities.
Closeout activities are generally limited to the preparation of final progress, financial, and
required Project audit reports unless otherwise approved in writing by the Grants Officer.
The Grants Officer may approve extensions of the 90 calendar-day Closeout period upon a
request b y the Recipient as provided in 2 CFR § 200.343 (“Closeout”), as applicable.
16
b. The Recipient shall adhere to the development time schedule and time limits set out in the
special award conditions if they differ from those provided in these Construction ST&Cs.
c. Neither DOC nor EDA has any obligation to provide any additional prospective funding.
Any amendment of the Award to increase funding and to extend the period of performance
is at the sole discretion of DOC and/or EDA.
8. Time Extensions.
a. Unless otherwise authorized in 2 CFR § 200.308 (“Revision of budget and program plans”),
or a special award condition, any extension of the period of performance can only be
authorized by the Grants Officer in writing. A verbal or written assurance of funding from
other than the Grants Officer, including Regional Office staff other than the Grants Officer,
does not constitute authority to obligate funds for programmatic activities beyond the
expiration date of the period of performance.
b. The Recipient is responsible for implementing the Project in accordance with the
development time schedule contained in this Award. As soon as the Recipient becomes aware
that it will not be possible to meet the development time schedule, the Recipient must notify
the Grants Officer. The Recipient’s notice to EDA must contain the following:
i. An explanation of the Recipient’s inability to complete work by the specified date (e.g., a
length y period of unusual weather delayed the contractor’s ability to excavate the site,
major re-engineering required in order to obtain State or Federal approvals, unplanned
environmental mitigation required);
ii. A statement that no other changes to the Project are contemplated;
iii. Documentation that demonstrates there is still a bona fide need for the Project; and
iv. A statement that no further delay is anticipated and that the Project can be completed
within the revised time schedule.
EDA reserves the right to withhold disbursements while the Recipient is not in compliance
with the time schedule and to suspend or terminate this Award if the Recipient fails to
proceed with reasonable diligence to accomplish the Project as intended.
9. Tax Refunds.
Refunds of Federal Insurance Contributions Act (“FICA”) or Federal Unemployment Tax Act
(“FUTA”) taxes received b y the Recipient during or after the period of performance must be
refunded or credited to DOC where the benefits were financed with Federal funds under the
Award. The Recipient agrees to contact the Grants Officer immediately upon receipt of these
refunds. The Recipient further agrees to refund portions of FICA/FUTA taxes determined to
belong to the Federal Government, including refunds received after the expiration of the Award
period of performance.
10. Program Income.
For Projects that generate rental revenue (e.g., buildings or real property constructed or improved
for the purpose of renting or leasing space), the Recipient agrees, for the estimated useful life (as
17
determined by EDA) of the EDA-assisted facility, to use such income generated from the rental
or lease of an y Project facility in the following order of priority:
a. Administration, operation, maintenance, and repair of Project facilities in a manner consistent
with good propert y management practice and in accordance with established building codes.
This includes, where applicable, repayment of indebtedness resulting from an y
EDA approved encumbrance (e.g., approved mortgage) on the EDA-assisted facility.
b. Economic development activities that are authorized for support by EDA, provided such
activities meet the economic development purposes of PWEDA.
c. Any income in excess of paragraphs a. and b. of this section must be deducted from total
allowable Project costs in accordance with 2 CFR § 200.307(e).
See 2 CFR § 200.307 (“Program income”).
C. PROGRAMMATIC REQUIREMENTS.
1. Project Progress and Performance Reporting.
a. Project progress reports must be submitted in accordance with the procedures set out in
2 CFR § 200.328 (“Monitoring and reporting program performance”), as applicable, and as
indicated below. Failure to submit required reports in a timely manner may result in the
withholding of pa yments under this Award; deferral of processing of new awards,
amendments, or supplemental funding pending the receipt of the overdue reports; or the
establishment of an account receivable for the difference between the total Federal share of
outlays last reported and the amount disbursed. See 13 CFR § 302.18 (“Post-approval
requirements”).
b. Unless otherwise specified in this Award, the Project progress report will contain the
following information for each Project program, function, or activity:
i. A comparison of planned and actual accomplishments according to the timetable or list
of Project objectives in this Award;
ii. An explanation of any delays or failures to meet the Project timetable or Project goals;
and
iii. Any other pertinent information including, when appropriate, analysis and explanation
of cost overruns or high unit costs.
Project progress reports shall be submitted for each calendar quarter to the Project Officer.
Each Project progress report must be submitted in accordance with the deadlines outlined in
the special award conditions, or, where not otherwise specified, Project progress reports will
be due on a quarterl y basis not later than January 31, April 30, July 31, and October 31 for
the immediate previous quarter. The final Project progress report shall be submitted to EDA
no more than 90 calendar da ys after the Project Closeout date. This reporting requirement
begins with the Recipient’s acceptance of this Award and ends when EDA approves Project
Closeout.
The Recipient shall submit quarterl y Project progress reports to the EDA Project Officer
electronically unless otherwise specified in the special award conditions.
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2. Reporting on Real Property.
The Recipient must submit reports (using Form SF-429 “Real Property Status Report” or any
successor form) at least annually on the status of real property in which EDA retains an interest,
unless the Federal interest in the real property extends 15 years or longer. When EDA’s interest
extends for a period of 15 years or more, EDA, at its option, may require the Recipient to report
at various multi-year frequencies (e.g., every two years or every three years, not to exceed a
five-year reporting period; or annual reporting for the first three years of the Award and
thereafter every five years). See 2 CFR § 200.329 (“Reporting on real property”) and
section L.3.h “EDA’s Interest in Award Property” of these Construction ST&Cs.
3. Interim Reporting of Significant Project Developments.
The Recipient must report any event that will or may have a significant impact upon the Project,
including dela ys or adverse conditions that materially ma y affect the ability of the Recipient to
attain Project objectives within established time periods or meet the development time schedule.
The Recipient should report such events to the Project Officer in the most time-expedient way
possible and then, if the initial report was not in writing, report the event to the Project Officer in
writing. Such a report shall include a statement of the event or issue, a statement of the course of
action taken or contemplated to resolve the matter, and any Federal assistance needed to resolve
the situation. If budget changes are required, the Recipient must submit a written budget revision
request. See 2 CFR § 200.328(d) (“Monitoring and reporting program performance”).
4. Government Performance and Results Act Reporting.
In addition to quarterl y Project progress reports, EDA may require the Recipient to report on
Project performance be yond the Project Closeout date for Government Performance and Results
Act (“GPRA”) purposes. In no case shall the Recipient be required to submit any report more
than ten years after the Project Closeout date. Data used by the Recipient in preparing reports
shall be accurate and, whenever possible, from independent sources. See 13 CFR § 302.16
(“Accountability”).
5. Unsatisfactory Performance.
Failure to perform the work in accordance with the Terms and Conditions of the Award and
maintain at least satisfactor y performance ma y result, at EDA’s discretion, in the assignment of
additional award conditions pursuant to 2 CFR § 200.207 (“Specific conditions”) or other
appropriate enforcement actions as specified in 2 CFR § 200.338 (“Remedies for
noncompliance”). See also section A.6 “Noncompliance with Award Provisions” of these
Construction ST&Cs.
6. Programmatic Changes.
a. In accordance with 2 CFR § 200.308 (“Revisions of budget and program plans”), the
Recipient shall report programmatic changes, including all changes to the scope of the
Award, to the Project Officer. In accordance with section B.4 “Budget Revisions and
Transfers of Funds Among Budget Categories” of these Construction ST&Cs, certain budget
revisions require the prior written approval of EDA. In these cases, the Project Officer will
19
forward the request to the Grants Officer, who makes the final decision on approving the
request. In addition, the Recipient shall request prior written approvals for certain items of
cost in accordance with 2 CFR § 200.407 (“Prior written approval (prior approval)”).
b. Any changes made to the Project without EDA’s approval are made at the Recipient’s risk of
nonpayment of costs, suspension, termination, or other EDA action with respect to the
Award. See 13 CFR § 302.7(b) (“Amendments and changes”).
c. Contract Change Orders. After construction contracts for the Project have been executed, it
may become necessary to alter them, which requires a formal contract change order that must
be issued by the Recipient and accepted b y the contractor. All contract change orders must be
reviewed by EDA, even if EDA is not participating in the cost of the change order or the
contract price is to be reduced. Work on the Project may continue pending EDA review and
approval of the change order, but all such work shall be at the Recipient’s risk as to whether
the cost of the work is eligible for EDA participation until the Recipient receives EDA’s
written approval for the change order. See 13 CFR § 305.13 (“Contract change orders”).
7. Other Federal Awards with Similar Programmatic Activities.
The Recipient shall immediately notify the Project Officer and the Grants Officer in writing if,
after receipt of this Award, other financial assistance is received to support or fund any portion
of the scope of work incorporated into this Award. EDA will not pa y for costs that are funded b y
other sources.
8. Beneficiary Compliance.
In the event a beneficiar y of the Project fails to comply in an y manner with certifications,
assurances, or agreements that such beneficiary has entered into in accordance with EDA’s
requirements, the Recipient will reimburse the Government the Award amount or an amount to
be determined b y the Government pursuant to 13 CFR §§ 314.4 (“Unauthorized use of
property”) and 314.5 (“Federal share”). Where the Government determines that the failure of a
beneficiary to compl y with EDA requirements affects a portion of the property benefited by the
Award, the Recipient will reimburse the Government proportionatel y.
9. Prohibition Against Assignment by the Recipient.
The Recipient shall not transfer, pledge, mortgage, or otherwise assign the Award, or an y interest
therein, or an y claim arising thereunder, to an y party or parties, banks, trust companies, or other
financing or financial institutions without the express prior written approval of the Grants
Officer, which approval may be provided in a special award condition.
10. Disclaimer Provisions; Hold Harmless Requirement.
a. The United States expressly disclaims an y and all responsibility or liability to the Recipient,
subrecipient, or third persons for the actions of the Recipient, subrecipient, or third persons
resulting in death, bodily injur y, propert y damages, or any other losses resulting in any way
from the performance of this Award or an y subaward or subcontract under this Award.
20
b. The acceptance of this Award or any subaward b y the Recipient or subrecipient does not in
any wa y constitute an agency relationship between the United States and the Recipient or
subrecipient.
c. To the extent permitted by law, the Recipient agrees to indemnify and hold the Government
harmless from and against all liabilities that the Government ma y incur as a result of
providing an award to assist, directly or indirectly, in the preparation of the Project site or
construction, renovation, or repair of any facilit y on the Project site, to the extent that such
liabilities are incurred because of toxic or hazardous contamination or groundwater, surface
water, soil, or other conditions caused by operations of the Recipient or any of its
predecessors (other than the Government or its agents) on the property. See 13 CFR § 302.19
(“Indemnification”).
11. Prohibition on Use of Third Parties to Secure Award.
Unless otherwise specified in the special award conditions to this Award, the Recipient warrants
that no person or selling agency has been employed or retained to solicit or secure this Award
upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee,
excepting bona fide employees, or bona fide established commercial or selling agencies
maintained b y the Recipient for the purpose of securing business. For breach or violation of this
warrant, the Government has the right to annul this Award without liability, or at its discretion, to
deduct from the Award sum, or otherwise recover, the full amount of such commission,
percentage, brokerage, or contingent fee.
12. Payment of Attorneys’ or Consultants’ Fees.
No Award funds shall be used, directly or indirectly, to reimburse attorne ys’ or consultants’ fees
incurred in connection with obtaining Investment Assistance under PWEDA, such as, for
example, preparing the Application for EDA Investment Assistance. However, ordinary and
reasonable attorneys’ and consultants’ fees incurred for meeting Award requirements
(e.g., conducting a title search or preparing plans and specifications) may be eligible Project
costs and may be paid out of Award funds, provided such costs are otherwise eligible.
See 13 CFR § 302.10 (“Attorneys’ and consultants’ fees, employment of expediters, and
post-employment restriction”).
13. Recipient’s Duty to Refrain from Employing Certain Government Employees.
a. Pursuant to section 606(2) of PWEDA (42 U.S.C. § 3216), for the two-year period beginning
on the date EDA executes this Award, any Recipient that is a nonprofit organization, District
Organization, or for-profit entity agrees that it will not employ, offer any office or
employment to, or retain for professional services an y person who:
i. On the date the Government executes this Award or within the one-year period ending on
that date, served as an officer, attorney, agent, or employee of the Department, and
ii. Occupied a position or engaged in activities that the Assistant Secretary determines
involved discretion with respect to the awarding of Investment Assistance under
PWEDA.
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b. In addition to the types of Recipients noted in paragraph a above, EDA may require another
Eligible Applicant to execute an agreement to abide by the above-described
post-employment restriction on a case-by-case basis—for example, when an institution of
higher education implements activities under or related to the Investment Assistance through
a separate nonprofit organization or association.
c. The two-year period and associated restrictions referenced above also shall apply beginning
on the date that EDA executes an y cost amendment to this Award that provides additional
funds to the Recipient.
See also 13 CFR § 302.10 (“Attorneys’ and consultants’ fees, employment of expediters, and
post-employment restriction”).
14. Commencement of Construction and Project Sign.
a. Delayed Construction Starts. If significant construction (as determined by EDA) is not
commenced within two years of the Award date or by the date estimated for start of
construction in this Award (or the expiration of any extension granted in writing by EDA),
whichever is later, this Award will be automatically suspended and ma y be terminated if
EDA determines, after consultation with the Recipient, that construction to completion
cannot reasonabl y be expected to proceed promptly and expeditiously.
b. Earl y Construction Starts. The Recipient shall make a written request to EDA for earl y
construction start permission (that is, after the date of Award, but before EDA gives formal
approval for construction to commence). For Project costs to be eligible for EDA
reimbursement, EDA must determine that the award of all contracts necessary for design and
construction of the Project facilities is in compliance with the Terms and Conditions of this
Award. If construction commences prior to EDA’s determination, the Recipient proceeds at
its own risk until EDA’s review and concurrence. See 13 CFR § 305.11 (“Contract awards;
early construction start”).
c. Project Sign. The Recipient is responsible for constructing, erecting, and maintaining in
good condition throughout the construction period a sign (or signs) in a conspicuous place at
the Project site indicating that the Federal Government is participating in the Project. EDA
will provide specifications for the sign and may require more than one sign if site conditions
so warrant. If the EDA-recommended sign specifications conflict with State or local law, the
Recipient may modif y such recommended specifications so as to comply with State or local
law. See 13 CFR § 305.12 (“Project sign”).
15. Efficient Administration of Project.
The Recipient agrees to properl y and efficiently administer, operate, and maintain the Project for
its estimated useful life, as required by section 504 of PWEDA (42 U.S.C. § 3194). If the
Government determines, at an y time during the estimated useful life of the facility, that the
Project is not being properl y and efficiently administered, operated, and maintained, the
Government may terminate this Award (if it is still active) and/or may take appropriate
enforcement action to protect the Federal Interest in the Project, including requiring the
Recipient to repa y the Federal Share. See 13 CFR §§ 302.12 (“Project administration, operation
and maintenance”), 302.18 (“Post-approval requirements”), and 314.2 (“Federal interest”)
through 314.5 (“Federal share”).
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16. Conflicts-of-Interest Rules.
a. An “Interested Party” is defined in 13 CFR § 300.3 (“Definitions”) as “any officer,
employee, or member of the board of directors or other governing board of the Recipient,
including any other parties that advise, approve, recommend, or otherwise participate in the
business decisions of the Recipient, such as agents, advisors, consultants, attorneys,
accountants, or shareholders.” An Interested Part y includes the Interested Party’s
“Immediate Famil y” (defined in 13 CFR § 300.3 as “a person’s spouse (or domestic partner
or significant other), parents, grandparents, siblings, children and grandchildren, but does not
include distant relatives, such as cousins, unless the distant relative lives in the same
household as the person”) and other persons directly connected to the Interested Party b y
law or through a business organization.
b. The Recipient must disclose in writing any potential conflicts of interest to EDA or the
pass-through entity. In addition, the Recipient must maintain written standards of conduct to
establish safeguards to prohibit an Interested Party from using its position for a purpose that
constitutes or presents the appearance of personal or organizational conflicts-of-interest or of
personal gain in the administration of an award. See 13 CFR § 302.17(a) and (b) (“Conflicts
of interest”), 2 CFR § 200.112 (“Conflict of interest”), as applicable, and Forms SF-424B
(“Assurances – Non-Construction Projects”) and SF-424D (“Assurances – Construction
Projects”).
c. An Interested Part y must not receive an y direct or indirect financial or personal interests or
benefits in connection with this Award or its use for payment or reimbursement of costs by or
to the Recipient. A financial interest or benefit may include employment, stock ownership, a
creditor or debtor relationship, or prospective employment with the organization selected or
to be selected for a subaward. An appearance of impairment of objectivity could result from
an organizational conflict where, because of other activities or relationships with other
persons or entities, a person is unable or potentially unable to render impartial assistance,
services, or advice. It also could result from non-financial gain to the individual, such as
benefit to reputation or prestige in a professional field. See 13 CFR § 302.17(a) and (b).
d. Procurement-related conflicts of interest. In addition, in accordance with 2 CFR § 200.318(c)
(“General procurement standards”), the Recipient must maintain written standards of conduct
covering conflicts of interest and governing the performance of its employees engaged in the
selection, award, and administration of contracts. See 2 CFR §§ 200.317–200.326
(“Procurement Standards”).
17. Record-Keeping Requirements.
a. Records. The Recipient must maintain records that document compliance with the Terms and
Conditions of this Award. At a minimum, the Recipient’s records must fully disclose:
i. The amount and disposition of EDA investment assistance;
ii. All Project expenditures and procurement actions;
iii. The total cost of the Project that the Award funds;
iv. Copies of all reports and disbursement requests submitted to EDA;
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v. The benefits/impacts of the Project, as reported through GPRA and other reports to
EDA;
vi. The amount and nature of the portion of Project costs provided by non-EDA sources;
vii. Contractor compliance with applicable Federal requirements; and
viii. Such other records as EDA determines will facilitate an effective audit.
b. Records Retention. In general and in accordance with 2 CFR § 200.333 (“Retention
requirements for records”), all records pertinent to this Award must be retained for a period
of three years from the date of submission of the final Project expenditure report (the final
Form SF-271 for disbursement). The only exceptions are the following:
i. If an y litigation, claim, or audit is started before the expiration of the three-year period,
the records shall be retained until all litigation, claims, or audit findings involving the
records have been resolved and final actions taken.
ii. When the Recipient is notified in writing by EDA, the cognizant agency for either audit
or indirect costs, the oversight agency for audit, or the relevant pass-through entity to
extend the retention period, it must retain the records as directed.
iii. Records for real propert y and equipment acquired with Federal funds must be retained
for three years after final disposition of the relevant real propert y or equipment.
iv. When records are transferred or maintained by EDA, the three-year retention
requirement is not applicable to the Recipient.
v. Records for program income transactions after the period of performance. In some cases
Recipients must report program income after the period of performance. Where there is
such a requirement, the retention period for the records pertaining to the earning of the
program income starts from the end of the Recipient’s fiscal year in which the program
income is earned.
vi. Indirect cost rate proposals and cost allocations plans. This paragraph applies to the
following types of documents and their supporting records: indirect cost rate
computations or proposals, cost allocation plans, and any similar accounting
computations of the rate at which a particular group of costs is chargeable (such as
computer usage chargeback rates or composite fringe benefit rates).
(1) If submitted for negotiation. If the proposal, plan, or other computation is required to
be submitted to the Federal Government (or to the pass-through entity) to form the
basis for negotiation of the rate, then the three-year retention period for its supporting
records starts from the date of such submission.
(2) If not submitted for negotiation. If the proposal, plan, or other computation is not
required to be submitted to the Federal Government (or to the pass-through entity) for
negotiation purposes, then the three-year retention period for the proposal, plan, or
computation and its supporting records starts from the end of the fiscal year (or other
accounting period) covered by the proposal, plan, or other computation.
c. Monitoring and Reporting Obligations. The Recipient is responsible for monitoring any
subrecipients and contractors to ensure their compliance with the records retention
requirements. The Recipient must immediately notif y the Project Officer if records are lost,
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destroyed, or are otherwise no longer available, or if the Recipient anticipates that it will not
be able to comply with the record retention requirements under the Award for the general
retention periods noted above. See 13 CFR § 302.14 (“Records”), as applicable.
18. Termination Actions.
a. In accordance with 2 CFR § 200.339 (“Termination”), this Award may be terminated in
whole or in part as follows:
i. Termination by EDA for the Recipient’s Failure to Comply with the Terms and
Conditions of the Award. EDA may terminate this Award, in whole or in part, if the
Recipient fails to comply with the Terms and Conditions of the Award, including if:
(1) Any representation made by the Recipient to the Federal awarding agency in
connection with the Application for Federal assistance is incorrect or incomplete in
any material respect;
(2) The Project has changed substantiall y, without EDA approval, so as to affect
significantl y the accomplishment of the Project as intended (including an
unauthorized use of property as provided in 13 CFR § 314.4 (“Unauthorized use of
property”));
(3) The Recipient has violated commitments it made in its Application and supporting
documents or has violated an y of the Terms and Conditions of the Award;
(4) The conflicts-of-interest rules at 13 CFR § 302.17 (“Conflicts of interest”) are
violated; or
(5) The Recipient fails to report immediately to the Federal awarding agency an y change
of authorized representative acting in lieu of or on behalf of the Recipient.
ii. Termination by EDA for Cause. EDA may terminate this Award for cause if required by a
circumstance beyond EDA’s control, such as a Congressional mandate.
iii. Termination by the Recipient. The Recipient may terminate this Award in whole or in
part upon sending the EDA Grants Officer written notification setting forth the reasons
for such termination, the effective date, and, in the case of partial termination, the portion
to be terminated. However, if EDA determines in the case of partial termination that the
reduced or modified portion of the EDA Award will not accomplish the purposes for
which the EDA Award was made, EDA may terminate the Award in its entirety.
iv. Termination Upon Mutual Agreement. EDA and the Recipient may mutually agree to
terminate this Award in whole or in part. In such cases, EDA and the Recipient must agree
upon the termination conditions, including the effective date and, in the case of partial
termination, the portion to be terminated.
b. If the Award is wholly or partially terminated, the Recipient remains responsible for
compliance with the requirements in 2 CFR §§ 200.343 (“Closeout”) and 200.344
(“Post-closeout adjustments and continuing responsibilities”).
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19. Project Closeout Procedures.
As noted above in section C.15 “Efficient Administration of Project” of these
Construction ST&Cs, after construction is completed and the Project is closed out financially, the
Recipient has an ongoing responsibility to properl y administer, operate, and maintain the Project
for its estimated useful life (as determined by EDA) in accordance with its original purpose.
See 13 CFR § 302.12 (“Project administration, operation and maintenance”). The Recipient must
compl y with all Award requirements and maintain records to document such compliance, which
shall be made available for inspection by EDA or other Government officials as required.
a. Final Disbursement. When Project construction and final inspection have been completed,
or substantially completed as determined by EDA, and the Recipient has accepted the
Project from the contractor, the Recipient can begin the Closeout process by submitting the
following documentation to EDA:
i. A request for final disbursement on an executed Form SF-271;
ii. A written certification that all costs charged against this Award (Federal and non-Federal
shares) are for eligible activities and represent allowable costs, for which there is
documentation in the Recipient’s records;
iii. An executed certificate of final acceptance signed by the Recipient and the Recipient’s
architect/engineer;
iv. The Recipient’s certification that its currently valid single or program-specific audit in
accordance with subpart F of 2 CFR part 200 (“Audit Requirements”), if applicable, does
not contain any material findings (if the Recipient’s currentl y valid audit does contain
material findings, the Recipient shall submit the applicable audit preferably via e-mail to
the Project Officer, who will review with the Grants Officer);
v. The Recipient’s certification that its currently valid audit (in accordance with subpart F of
2 CFR part 200), if applicable, has been submitted to the Federal Audit Clearinghouse;
and
vi. Other documentation as may be required by EDA.
EDA shall advise the Recipient of costs determined to be allowable and unallowable. If a
balance of this Award is due to the Recipient, the balance will be paid by wire transfer. If the
Recipient has received an amount in excess of the amount due the Recipient, the Recipient
must refund the excess to EDA. The Recipient shall contact the Project Officer for refund
instructions.
As noted above, if the Recipient’s currently valid audit completed pursuant to subpart F of
2 CFR part 200 contains material findings, the Recipient shall submit the audit, preferably via
e-mail, to the Project Officer, who will review with the Grants Officer before final
disbursement. If e-mail is unavailable, the Recipient may submit a hardcopy version of the
audit to the Project Officer.
b. The Recipient shall submit, within 90 calendar days after the Project Closeout date, all
financial, performance, and other reports as required by the Terms and Conditions of this
Award. The Grants Officer may extend the 90 calendar day Closeout period upon a written
request from the Recipient.
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c. As required under GPRA and in accordance with a schedule that will be provided by EDA,
the Recipient must submit additional Performance Measurement Reports, generally three,
six, and nine years after the date of the Award to accurately and completel y report the
impacts of the Project, especially in terms of job creation and private investment leveraging.
d. Unless EDA authorizes an extension, the Recipient shall liquidate all obligations incurred
under this Award no later than 90 calendar days after acceptance of the Project from the
contractor or within 90 calendar days of the expiration date of this Award, whichever occurs
earlier.
e. In accordance with 2 CFR § 200.344 “Post-closeout adjustments and continuing
responsibilities,” the Closeout of this Award does not affect an y of the following:
i. The right of EDA to disallow costs and recover funds on the basis of a later audit or other
Project review;
ii. The Recipient’s obligation to return any funds due as a result of later corrections or other
transactions;
iii. Audit requirements per subpart F of 2 CFR part 200; and
iv. Requirements for property management and disposition, records retention, and
performance measurement reports. See subpart D of 2 CFR part 200 (“Post Federal
Award Requirements”), as applicable.
20. Freedom of Information Act.
EDA is responsible for meeting its Freedom of Information Act (“FOIA”) (5 U.S.C. § 552)
responsibilities for its records. DOC regulations at 15 CFR part 4 set forth the requirements and
procedures that EDA must follow in order to make the requested material, information, and
records publicl y available. Unless prohibited by law and to the extent required under the FOIA,
contents of Applications and other information submitted by applicants and Recipients may be
released in response to a FOIA request. The Recipient should be aware that EDA may make
certain Application and other submitted information publicly available. Accordingly, as set forth
in 15 CFR § 4.9, the Recipient should identify in its Application any “business information” it
believes to be protected from disclosure pursuant to 5 U.S.C. § 552(b)(4).
D. ADDITIONAL REQUIREMENTS RELATING TO CONSTRUCTION PROJECTS.
The Recipient and any subrecipients must, in addition to other statutory and regulatory requirements
detailed in these Construction ST&Cs and the assurances made to EDA in connection with the
Award, compl y and require each of its contractors and subcontractors employed in the completion of
the Project to compl y with all applicable Federal, State, territorial, and local laws, and in particular,
the following Federal public laws (and the regulations issued thereunder), executive orders,
OMB circulars, Uniform Guidance, and local law requirements.
1. The Davis-Bacon Act, as amended (40 U.S.C. §§ 3141–3144, 3146, 3147; 42 U.S.C. § 3212),
which requires minimum wages for mechanics and laborers emplo yed on Federal Government
public works projects to be based on the wages that the Secretar y of Labor determines to be
prevailing for the corresponding classes of laborers and mechanics employed on projects of a
character similar to the contract work in the civil subdivision of the State in which the Project is
to be performed, or in the District of Columbia if the Project is to be performed there.
27
2. The Contract Work Hours and Safety Standards Act, as amended
(40 U.S.C. §§ 3701-3708), which provides work hour standards for ever y laborer and mechanic
employed b y an y contractor or subcontractor in the performance of a Federal public works
project.
3. The National Historic Preservation Act of 1966, as amended (54 U.S.C. § 300101 et seq.),
and the Advisory Council on Historic Preservation Guidelines (36 CFR part 800), which
require stewardship of historic properties in projects involving Federal funds.
4. The Historical and Archeological Data Preservation Act of 1974, as amended
(16 U.S.C. § 469a-1 et seq.), which requires appropriate surveys and preservation efforts if a
Federally licensed project ma y cause irreparable loss or destruction of significant scientific,
prehistorical, historical, or archeological data.
5. The Architectural Barriers Act of 1968, as amended (42 U.S.C. § 4151 et seq.), and the
regulations issued thereunder, which prescribe standards for the design and construction of any
building or facilit y intended to be accessible to the public or that may house handicapped
employees.
6. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as
amended (42 U.S.C. § 4601 et seq.), and implementing regulations issued at 49 CFR part 24
(“Uniform Relocation Assistance and Real Property Acquisition for Federal and Federally
Assisted Programs”), which establish uniform policies for the fair and equitable treatment of
persons, businesses, or farm operations affected by the acquisition, rehabilitation, or demolition
of real propert y acquired for a project financed wholly or in part with Federal financial
assistance.
7. The Energy Conservation and Production Act (42 U.S.C. § 6834 et seq.), which establishes
energy efficiency performance standards for the construction of new residential and commercial
structures undertaken with Federal financial assistance.
8. Compliance with Local Construction Requirements. The Recipient will comply with current
local building codes, standards, and other requirements applicable to the Project.
E. NONDISCRIMINATION REQUIREMENTS.
No person in the United States shall, on the ground of race, color, national origin, handicap, age,
religion, or sex, be excluded from participation in, be denied the benefits of, or be subject to
discrimination under any program or activit y receiving Federal financial assistance. The Recipient
agrees to compl y with the nondiscrimination requirements below.
1. Statutory Provisions.
a. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq.) and DOC
implementing regulations published at 15 CFR part 8 (“Nondiscrimination in Federally
Assisted Programs of the Department of Commerce—Effectuation of Title VI of the Civil
Rights Act of 1964”), which prohibit discrimination on the grounds of race, color, or national
origin under programs or activities receiving Federal financial assistance. See the
Department’s Title VI compliance provisions at 15 CFR §§ 8.7 (“Cooperation, compliance
reports and reviews and access to records”) through 8.15 (“Effect on other laws;
supplementary instructions; coordination”).
28
b. Title IX of the Education Amendments of 1972 (20 U.S.C. § 1681 et seq.), which prohibits
discrimination on the basis of sex under Federally assisted education programs or activities.
c. Pub. L. No. 92-65, 42 U.S.C. § 3123, which proscribes discrimination on the basis of sex in
EDA assistance provided under PWEDA; Pub. L. No. 94-369, 42 U.S.C. § 6709, which
proscribes discrimination on the basis of sex under the Local Public Works Program; and the
Department’s implementing regulations at 15 CFR §§ 8.7 (“Cooperation, compliance reports
and reviews and access to records”) -8.15 (“Effect on other laws; supplementary instructions;
coordination”).
d. The Americans with Disabilities Act of 1990 (42 U.S.C. § 12101 et seq.) (ADA), which
prohibits discrimination on the basis of disability under programs, activities, and services
provided or made available by State and local governments or instrumentalities or agencies
thereof, as well as public or private entities that provide public transportation.
e. Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), and DOC
implementing regulations published at 15 CFR part 8b (“Prohibition of Discrimination
Against the Handicapped in Federally Assisted Programs Operated by the Department of
Commerce”), which prohibit discrimination on the basis of handicap under any program or
activit y receiving or benefiting from Federal assistance.
For purposes of complying with the accessibility standards set forth in 15 CFR § 8b.18(c)
(“New construction”), Recipients must adhere to the regulations, published by the
U.S. Department of Justice, implementing Title II of the Americans with Disabilities Act
(“ADA”) (28 CFR part 35 (“Nondiscrimination on the Basis of Disability in State and Local
Government Services”); 75 Fed. Reg. 56164, as amended by 76 Fed. Reg. 13285) and Title
III of the ADA (28 CFR part 36 (“Nondiscrimination on the Basis of Disability by Public
Accommodations and in Commercial Facilities”); 75 Fed. Reg. 56236, as amended by
76 Fed. Reg. 13286). The revised regulations adopted new enforceable accessibility
standards called the “2010 ADA Standards for Accessible Design” (2010 Standards), which
replace and supersede the former Uniform Federal Accessibility Standards for new
construction and alteration projects.
f. The Age Discrimination Act of 1975, as amended (42 U.S.C. § 6101 et seq.) and DOC
implementing regulations published at 15 CFR part 20 (“Nondiscrimination on the Basis of
Age in Programs or Activities Receiving Federal Financial Assistance”), which prohibit
discrimination on the basis of age in programs or activities receiving Federal financial
assistance.
g. Other applicable Federal statutes, regulations, and executive orders, and other applicable
nondiscrimination laws.
2. Other Provisions.
a. Parts II and III of Executive Order 11246 (30 Fed. Reg. 12319, 1965), as amended by
Executive Orders 11375 (32 Fed. Reg. 14303, 1967) and 12086 (43 Fed. Reg. 46501, 1978),
requiring Federall y assisted construction contracts to include the nondiscrimination
provisions of sections 202 and 203 of that Executive Order and Department of Labor
regulations implementing Executive Order 11246 (41 CFR § 60-1.4(b) (“Equal Opportunity
Clause”), 1991).
29
b. Executive Order 13166 (August 11, 2000), “Improving Access to Services for Persons With
Limited English Proficiency,” requiring Federal agencies to examine the services provided,
identify an y need for services to those with limited English proficiency (“LEP”), and
develop and implement a system to provide those services so that LEP persons can have
meaningful access to them. The DOC issued policy guidance on March 24, 2003 (“Guidance
to Federal Financial Assistance Recipients on the Title VI Prohibition Against National
Origin Discrimination Affecting Limited English Proficient Persons”, 68 Fed. Reg. 14180) to
articulate the Title VI prohibition against national origin discrimination affecting LEP
persons and to help ensure that Recipients provide meaningful access to their LEP applicants
and beneficiaries.
3. Title VII Exemption for Religious Organizations.
Generall y, Title VII of the Civil Rights Act of 1964 (42 U.S.C. § 2000e et seq.) provides that it
shall be an unlawful employment practice for an employer to discharge an y individual or
otherwise discriminate against an individual with respect to compensation, terms, conditions, or
privileges of employment because of such individual’s race, color, religion, sex, or national
origin. However, Title VII, 42 U.S.C. § 2000e-1(a), expressl y exempts from the prohibition
against discrimination on the basis of religion, a religious corporation, association, educational
institution, or societ y with respect to the employment of individuals of a particular religion to
perform work connected with the carrying on by such corporation, association, educational
institution, or societ y of its activities.
F. AUDITS.
Under the Inspector General Act of 1978, as amended (5 U.S.C. App. 3, § 1 et seq.), an audit of the
Award may be conducted at any time. The Department’s Inspector General, or any of his or her dul y
authorized representatives, shall have access to any pertinent books, documents, papers, and records
of the Recipient, whether written, printed, recorded, produced, or reproduced by an y electronic,
mechanical, magnetic, or other process or medium, in order to make audits, inspections, excerpts,
transcripts, or other examinations as authorized by law. This right also includes timely and
reasonable access to the Recipient’s personnel for the purpose of interview and discussion related to
such documents. See 2 CFR § 200.336 (“Access to records”). When the Office of the Inspector
General (“OIG”) requires a program audit on a DOC Award, the OIG will usuall y make the
arrangements to audit the Award, whether the audit is performed b y OIG personnel, an independent
accountant under contract with DOC, or any other Federal, State, or local audit entity.
1. Organization-Wide, Program-Specific, and Project Audits.
a. Organization-wide or program-specific audits shall be performed in accordance with the
Single Audit Act Amendments of 1996, as implemented by subpart F of 2 CFR part 200
(“Audit Requirements”). Recipients that expend $750,000 or more in Federal awards during
their fiscal year shall have an audit conducted for that year in accordance with the
requirements set forth in subpart F of 2 CFR part 200. Within the earlier of 30 calendar days
after receipt of the auditor’s report, or nine months after the end of the audit period, a copy of
the audit shall be submitted electronically to the Federal Audit Clearinghouse website at
http://harvester.census.gov/sac/.
If it is necessar y to submit using paper, the address for submission is:
30
Federal Audit Clearinghouse
Bureau of the Census
1201 E. 10th Street
Jeffersonville, IN 47132
Within 90 days of the end of the fiscal year of a Recipient subject to subpart F of
2 CFR part 200, the entity is responsible for notifying the Grants Officer of the amount of
Federal awards, including all DOC and non-DOC awards, the Recipient expended during its
fiscal year.
A Recipient that expends less than $750,000 in Federal awards during its fiscal year is
exempt from Federal audit requirements for that year, except as noted at 2 CFR § 200.503
(“Relation to other audit requirements”), but records must be available for review and audit
by EDA, DOC, or other designated Government officials.
Failure to provide audit reports within the timeframes specified may result in appropriate
enforcement action, up to and including termination of the Award, and may jeopardize
eligibility for receiving future DOC awards.
b. Unless otherwise specified in the Terms and Conditions of this Award, for-profit hospitals,
commercials entities, and other organizations that are not subject to subpart F of
2 CFR part 200 (“Audit Requirements”) shall have a program specific audit performed by an
independent auditor when the Federal share amount awarded is $750,000 or more over the
duration of the period of performance. An audit is required at least once every two years
using the following schedule for audit report submission:
i. For Awards where the period of performance is less than two years, an audit is required
within 90 calendar days of the end of the period of performance to cover the entire
Project (the Project Closeout period is included in the 90 days);
ii. For Awards with a two- or three-year period of performance, an audit is required within
90 calendar days after the end of the first year to cover Year 1, which is the period of time
when Federal funding is available for obligation by the Recipient, and within 90 calendar
days of the end of the period of performance to cover Year 2 and Year 3 (if applicable)
(the Project Closeout period is included in the 90 days); or
iii. For Awards with a four- to five-year period of performance, an audit is required within
90 calendar days after the end of the first year to cover Year 1, within 90 calendar days
after the end of the third year to cover Year 2 and Year 3, and within 90 calendar days of
the end of the period of performance to cover Year 4 and Year 5 (if applicable) (the
Project Closeout period is included in the 90 days).
c. EDA’s Public Works and Economic Adjustment Assistance programs generally have
specific audit guidelines that will be incorporated into the Award and may be found in the
annual Compliance Supplement, which is Appendix XI to 2 CFR part 200 and is available on
OMB’s website (https://www.whitehouse.gov/omb/circulars_default). When DOC does not
have a program-specific audit guide available for the program, the auditor will follow the
requirements for a program-specific audit as described in 2 CFR § 200.507
31
(“Program-specific audits”). The Recipient ma y include a line item in the budget for the cost
of the audit for approval. A copy of the program-specific audit shall be submitted to the
Grants Officer.
d. Recipients are responsible for compliance with the above audit requirements and for
informing the Grants Officer of the status of their audit, including when the relevant audit has
been completed and submitted in accordance with the requirements of this section. In
accordance with 2 CFR § 200.331(d)(3) (“Requirements for pass-through entities”),
pass-through entities are responsible for issuing a management decision for any audit
findings pertaining to the Federal Award provided to a subrecipient.
2. Requirement to Submit a Copy of the Audit to EDA.
If the Recipient’s currently valid audit required under subpart F of 2 CFR part 200 (“Audit
Requirements”) contains material findings, the Recipient must submit a copy of the audit to the
Project Officer, who will review it with the Grants Officer. See also section C.19.a.iv “Project
Closeout Procedures” of these Construction ST&Cs.
3. Audit Resolution Process.
a. An audit of the Award may result in the disallowance of costs incurred b y the Recipient and
the establishment of a debt (account receivable) due to EDA. For this reason, the Recipient
should take seriously its responsibility to respond to all audit findings and recommendations
with adequate explanations and supporting evidence whenever audit results are disputed.
b. In accordance with the Federal Register notice dated January 27, 1989 (54 Fed. Reg. 4053),
a Recipient has the following opportunities to dispute the proposed disallowance of costs and
the establishment of a debt after an audit:
i. The Recipient has 30 business days from the date of the transmittal of the “Draft Audit
Report” to submit written comments and documentar y evidence.
ii. The Recipient has 30 business days from the date of the transmittal of the “Final Audit
Report” to submit written comments and documentar y evidence. There will be no
extension of this deadline.
iii. EDA shall review the documentar y evidence submitted by the Recipient and shall notify
the Recipient of the results in an “Audit Resolution Determination Letter.” The
Recipient has 30 business da ys from the date of receipt of the Audit Resolution
Determination Letter to submit a written appeal. There will be no extension of this
deadline. The appeal is the last opportunity for the Recipient to submit written comments
and documentar y evidence that dispute the validity of the Audit Resolution
Determination Letter.
iv. An appeal of the Audit Resolution Determination Letter does not prevent the
establishment of the audit-related debt nor does it prevent the accrual of interest on such
debt. If the Audit Resolution Determination Letter is overruled or modified on appeal,
appropriate corrective action will be taken retroactively. An appeal will stay the offset of
funds owed b y the auditee against funds due to the auditee.
v. The EDA or DOC, as applicable, shall review the Recipient’s appeal. EDA shall notify
the Recipient of the results in an Appeal Determination Letter. After the opportunity to
32
appeal has expired or after the appeal determination has been rendered, EDA or DOC
will not accept an y further documentary evidence from the Recipient. No other EDA or
DOC administrative appeals are available.
G. DEBTS.
1. Payment of Debts Owed the Federal Government.
a. The Recipient must promptly pay any debts determined by the Federal Government to be
owed by the Recipient. Any funds paid to the Recipient in excess of the amount to which the
Recipient is finally determined to be entitled under the terms of the Award constitute a debt
to the Federal Government. In accordance with 2 CFR § 200.345 (“Collection of amounts
due”), if not paid within 90 calendar days after demand, DOC may reduce a debt owed to the
Federal Government by:
i. Making an administrative offset against other request for reimbursement;
ii. Withholding advance payments otherwise due to the Recipient; or
iii. Taking any other action permitted by Federal statute.
b. DOC debt collection procedures are set out in 15 CFR part 19. In accordance with
2 CFR § 200.345 (“Collection of amounts due”), failure to pay a debt owed to the Federal
Government shall result in the assessment of interest, penalties and administrative costs under
31 U.S.C. § 3717 and 31 CFR § 901.9. DOC entities will transfer an y DOC debt that is more
than 180 calendar da ys delinquent to the U.S. Department of the Treasury’s Financial
Management Service for debt collection services, a process known as “cross-servicing,”
pursuant to 31 U.S.C. § 3711(g), 31 CFR § 285.12, and 15 CFR § 19.9, and may take further
action as specified in section A.6 “Noncompliance with Award Provisions” of these
Construction ST&Cs. Funds for pa yment of a debt must not come from other Federall y
sponsored programs, and DOC may conduct on-site visits, audits and other reviews to verify
that other Federal funds have not been used to pay a debt.
2. Late Payment Charges.
a. Interest shall be charged on the delinquent debt in accordance with section 3717(a) of the
Debt Collection Act, as amended (31 U.S.C. § 3701 et seq.). The minimum annual interest
rate to be assessed is the U.S. Department of the Treasury’s Current Value of Funds Rate
(“CVFR”). The CVFR is available online at http://www.fms.treas.gov/cvfr/index.html and
also published by the Department of the Treasur y in the Federal Register
(http://www.gpo.gov/fdsys/browse/collection.action?collectionCode=FR) and in the
Treasury Financial Manual Bulletin. The assessed rate shall remain fixed for the duration of
the indebtedness.
b. Penalties shall accrue at a rate of not more than six percent per year or such other higher rate
as authorized by law.
c. Administrative charges (i.e., the costs of processing and handling a delinquent debt) shall be
determined by the DOC entity collecting the debt, as directed b y the Office of the Chief
Financial Officer and Assistant Secretary for Administration.
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3. Barring Delinquent Federal Debtors from Obtaining Federal Loans or Loan Insurance
Guarantees.
Pursuant to 31 U.S.C. § 3720B and 31 CFR § 901.6, unless waived, DOC is not permitted to
extend financial assistance in the form of a loan, loan guarant y, or loan insurance to any person
delinquent on a non-tax debt owed to a Federal agency. This prohibition does not apply to
disaster loans.
4. Effect of Judgment Lien on Eligibility for Federal Grants, Loans, or Programs.
Pursuant to 28 U.S.C. § 3201(e), unless waived b y DOC, a debtor who has a judgment lien
against the debtor’s property for a debt to the United States shall not be eligible to receive any
grant or loan that is made, insured, guaranteed, or financed directly or indirectly b y the United
States or to receive funds directly from the Federal Government in an y program, except funds to
which the debtor is entitled as beneficiary, until the judgment is paid in full or otherwise
satisfied.
H. GOVERNMENTWIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT).
The Recipient shall comply with the provisions of 2 CFR part 1326 (“Nonprocurement Debarment
and Suspension”) (published in the Federal Register on December 21, 2006, 71 Fed. Reg. 76573),
which generall y prohibit entities that have been debarred, suspended, or voluntarily excluded from
participating in Federal nonprocurement transactions through either primar y or lower-tier covered
transactions, and which set forth the responsibilities of Recipients of Federal financial assistance
regarding transactions with other persons, including subrecipients and contractors. In addition, as
provided in section K.4.b “Applicability of Provisions to Subawards, Contracts, and Subcontracts”
of these Construction ST&Cs, in accordance with subpart C of 2 CFR part 1326, the Recipient must
include a term or condition in lower tier transactions (subawards, contracts, and subcontracts)
requiring lower tier participants to comply with subpart C (entitled “Responsibilities of Participants
Regarding Transactions Doing Business With Other Persons”) of the OMB guidance in
2 CFR part 180 “OMB Guidelines to Agencies on Governmentwide Debarment and Suspension
(Nonprocurement).”
I. DRUG-FREE WORKPLACE.
The Recipient shall comply with the provisions of the Drug-Free Workplace Act of 1988
(41 U.S.C. § 8102), and DOC’s implementing regulations found at 15 CFR part 29
(“Governmentwide Requirements for Drug-Free Workplace (Financial Assistance)”) which require
that the Recipient take steps to provide a drug-free workplace.
J. LOBBYING RESTRICTIONS.
1. Statutory and Regulatory Provisions. The Recipient shall comply with 2 CFR § 200.450
(“Lobbying”), which incorporates the provisions of 31 U.S.C. § 1352; the “New Restrictions on
Lobbying” published at 55 Fed. Reg. 6736 (February 26, 1990); and OMB guidance and notices
on lobbying and restrictions. In addition, the Recipient must comply with the DOC’s regulations
published at 15 CFR part 28, which implement the “New Restrictions on Lobbying.” These
provisions prohibit the use of Federal funds for lobbying the executive or legislative branches of
the Federal government in connection with an award, and require disclosure of the use of
34
non-Federal funds for lobbying. Lobbying includes attempting to improperly influence, meaning
any influence that induces or tends to induce a Federal employee or officer to give consideration
or to act regarding a Federal award or regulatory matter on any basis other than the merits of the
matter, either directly or indirectly. Costs incurred to improperly influence are unallowable.
See 2 CFR § 200.450(b) and (c).
2. Disclosure of Lobbying Activities. Any Recipient that receives more than $100,000 in Federal
funding shall submit a completed Form SF-LLL, “Disclosure of Lobbying Activities,” regarding
the use of non-Federal funds for lobbying. The Form SF-LLL shall be submitted within 30 days
following the end of the calendar quarter in which there occurs any event that requires disclosure
or that materiall y affects the accurac y of the information contained in any disclosure form
previously filed. The Recipient must submit any required Forms SF-LLL, including those
received from subrecipients, contractors, and subcontractors, to the Project Officer.
3. Special Provisions Relating to Indian Tribes. As set out in 31 U.S.C. § 1352, special provisions
are applicable to Indian tribes, tribal organizations, and other Indian organizations eligible to
receive Federal contracts, grants, loans, or cooperative agreements. In accordance with DOC
policy, EDA recognizes Tribal Employment Rights Ordinances (“TEROs”), which may provide
for preferences in contracting and employment, in connection with its financial assistance
awards. Federal awards granted to American Indian and Alaska Native tribal governments
generally may provide for preference in contracting, hiring, firing, and the payment of a TERO
fee. The payment of the TERO fee, which supports the tribal employment rights office to
administer the preferences, should generall y be allowable as an expense that is “necessary and
reasonable for the performance of the Federal award,” as provided under 2 CFR § 200.403
(“Factors affecting allowability of costs”).
K. CODES OF CONDUCT AND SUBAWARD, CONTRACT, AND SUBCONTRACT
PROVISIONS.
1. Code of Conduct for Recipients.
a. General conflicts-of-interest requirements. The Recipient must comply with EDA’s
regulation at 13 CFR § 302.17 (“Conflicts of interest”), which articulates EDA’s
requirements to prevent conflicts of interest, which generally exist when an Interested Party
participates in a matter that has a direct and predictable effected on the Interested Party’s
personal or financial interests or there is an appearance that an Interested Party’s objectivity
in performing his or her responsibilities under the Project is impaired. In addition, in
accordance with 2 CFR § 200.112 (“Conflict of interest”), the Recipient must disclose to
EDA in writing any potential conflict of interest . In addition, pursuant to the certification in
Form SF-424D, paragraph 7, the Recipient must maintain written standards of conduct to
establish safeguards to prohibit employees from using their positions for a purpose that
constitutes or presents the appearance of personal or organizational conflicts of interest or
personal gain in the administration of this Award.
b. Procurement-related conflicts of interest. In addition, in accordance with 2 CFR § 200.318
(“General procurement standards”), the Recipient must maintain written standards of
conduct covering conflicts of interest and governing the performance of its employees
engaged in the selection, award and administration of contracts.
35
2. Applicability of Award Provisions to Subrecipients.
a. The Recipient or pass-through entity shall require all subrecipients, including lower tier
subrecipients, under the Award to compl y with the provisions of this Award, including
applicable provisions of the Uniform Guidance (2 CFR part 200), and all associated terms and
conditions. See 2 CFR §§ 200.330 (“Subrecipient and contractor determinations”) through
200.332 (“Fixed amount subawards”) and 2 CFR § 200.101(b)(1) (“Applicability”), which
describes the applicability of 2 CFR part 200 to various types of Federal awards.
b. In accordance with 2 CFR § 200.331 (“Requirements for pass-through entities”), all
pass-through entities must:
i. Subaward Identification. Clearly identify every subaward to the subrecipient at the time
of the subaward, including subsequent subaward modification. In accordance with
2 CFR § 200.331(a), required information includes:
(1) All Award information data elements set out at 2 CFR § 200.331(a)(1);
(2) All requirements imposed by the pass-through entity on the subrecipient so that the
Federal Award is used in accordance with Federal statutes, regulations and the Terms
and Conditions of the Award;
(3) Any additional requirements that the pass-through entity imposes on the subrecipient
in order for the pass-through entity to meet its own responsibility to the Federal
awarding agency, including identification of required financial and performance
reports;
(4) Indirect cost rate information in accordance with 2 CFR § 200.331(a)(4);
(5) Access requirements for the subrecipient’s records and financial statements in
accordance with 2 CFR § 200.331(a)(5); and
(6) Appropriate terms and conditions concerning closeout of the subaward.
ii. Risk-Based Subrecipient Evaluation. Evaluate each subrecipient’s risk of noncompliance
with Federal statutes, regulations, and the terms and conditions of the subaward for
purposes of determining the appropriate subrecipient monitoring in accordance with
2 CFR § 200.331(b).
iii. Subaward Conditions. Consider imposing specific subaward conditions upon a
subrecipient if appropriate as described in 2 CFR § 200.207 (“Specific conditions”).
iv. Subrecipient Monitoring. In accordance with 2 CFR § 200.331(d), monitor the activities
of the subrecipient as necessary to ensure that the subaward is used for authorized
purposes, in compliance with Federal requirements, and that the subaward performance
goals are achieved. Subrecipient monitoring must include:
(1) Reviewing financial and programmatic reports required by the pass-through entity;
(2) Following up and ensuring that the subrecipient takes timely and appropriate action
on all deficiencies pertaining to the Award provided to the subrecipient from the
pass-through entity detected through audits, on-site reviews, and other means; and
36
(3) Issuing a management decision for audit findings pertaining to the Award provided
to the subrecipient from the pass-through entity as required by 2 CFR § 200.521
(“Management decision”).
v. Utilizing Risk-Based Monitoring Tools. In accordance with 2 CFR § 200.331(e),
depending on the Recipient’s evaluation of each subrecipient’s risk, utilize appropriate
monitoring tools, including training and technical assistance, performing on-site reviews,
and arranging agreed-upon-procedures engagements as described in 2 CFR § 200.425
(“Audit services”).
vi. Subrecipient Audits. Verify that every subrecipient is audited as required by subpart F of
2 CFR part 200 (“Audit Requirements”) when it is expected that the subrecipient’s
Federal awards expended during the fiscal year equaled or exceeded the threshold set
forth in 2 CFR § 200.501 (“Audit requirements”).
vii. Necessary Adjustments to the Pass-Through Entity’s Records. Consider whether the
results of the subrecipient’s audits, on-site reviews, or other monitoring indicate
conditions that necessitate adjustments to the pass-through entity’s own records.
viii. Enforcement Action. Consider taking enforcement action against noncompliant
subrecipients as described in 2 CFR § 200.338 (“Remedies for noncompliance”) and in
applicable program regulations.
See also 2 CFR § 200.331 for the full text of requirements for pass-through entities.
3. Competition and Codes of Conduct for Subawards.
a. The Recipient must be alert to organizational conflicts of interest as well as other practices
among subrecipients that may restrict or eliminate competition.
b. The Recipient shall maintain written standards of conduct governing the performance of its
employees engaged in the award and administration of subawards. No employee, officer, or
agent shall participate in the selection, award, or administration of a subaward supported b y
Federal funds if a real or apparent conflict of interest would be involved. Such a conflict
would arise when the employee, officer, or agent, any member of his or her immediate
family, his or her partner, or an organization in which he or she serves as an officer or which
employs or is about to employ an y of the parties mentioned in this section, has a financial
interest or other interest in the organization selected or to be selected for a subaward. The
officers, employees, and agents of the Recipient shall neither solicit nor accept an ything of
monetar y value from subrecipients. However, the Recipient ma y set standards for situations
in which the financial interest is not substantial or the gift is an unsolicited item of nominal
value. The standards of conduct shall provide for disciplinary actions to be applied for
violations of such standards b y officers, employees, or agents of the Recipient.
c. A financial interest ma y include emplo yment, stock ownership, a creditor or debtor
relationship, or prospective employment with the organization selected or to be selected for a
subaward. An appearance of impairment of objectivity could result from an organizational
conflict where, because of other activities or relationships with other persons or entities, a
person is unable or potentially unable to render impartial assistance or advice. It could also
result from non-financial gain to the individual, such as benefit to reputation or prestige in a
professional field.
37
4. Applicability of Provisions to Subawards, Contracts, and Subcontracts.
a. The Recipient shall include the following notice in each request for applications or bids for a
subaward, contract, or subcontract, as applicable:
Applicants/bidders for a lower tier covered transaction (except procurement contracts for
goods and services under $25,000 not requiring the consent of a DOC official) are subject to
subpart C of 2 CFR part 180, “OMB Guidelines to Agencies on Governmentwide
Debarment and Suspension (Nonprocurement).” In addition, applicants/bidders for a lower
tier covered transaction for a subaward, contract, or subcontract greater than $100,000 of
Federal funds at any tier are subject to 15 CFR part 28, “New Restrictions on Lobbying.”
Applicants/bidders should familiarize themselves with these provisions, including the
certification requirement. Therefore, Applications for a lower tier covered transaction must
include a Form CD-512, “Certification Regarding Lobbying–Lower Tier Covered
Transactions,” completed without modification.
b. The Recipient shall include a term or condition in all lower tier covered transactions
(subawards, contracts, and subcontracts) requiring lower tier participants to comply with
subpart C of 2 CFR part 180, “OMB Guidelines to Agencies on Governmentwide
Debarment and Suspension (Nonprocurement).”
c. Required subaward and contractual provisions:
i. The Recipient shall include a statement in all lower tier covered transactions (subawards,
contracts, and subcontracts) exceeding $100,000 in Federal funds that the subaward,
contract, or subcontract is subject to 31 U.S.C. § 1352, as implemented at 15 CFR part 28
(“New Restrictions on Lobb ying”). The Recipient shall further require the subrecipient,
contractor, or subcontractor to submit a completed “Disclosure of Lobbying Activities”
(Form SF-LLL) regarding the use of non-Federal funds for lobbying. The Form SF-LLL
shall be submitted within 15 days following the end of the calendar quarter in which there
occurs any event that requires disclosure or that materially affects the accuracy of the
information contained in any disclosure form previously filed. The Form SF-LLL shall be
submitted from tier to tier until received by the Recipient. The Recipient must submit all
disclosure forms received, including those that report lobb ying activity on its own behalf,
to the Project Officer within 30 days following the end of the calendar quarter.
ii. In addition to other provisions required by the Federal agency or Recipient, in accordance
with 2 CFR § 200.326 (“Contract provisions”), all contracts made by the Recipient under
this Award must contain the applicable provisions set out in Appendix II to
2 CFR part 200 (“Contract Provisions for Non-Federal Entity Contracts Under Federal
Awards”), which address various contractual requirements including remedies,
termination for cause and convenience, Equal Employment Opportunity, the
Davis-Bacon Act, the Contract Work Hours and Safety Standards Act, rights to
inventions, environmental quality, energy efficiency, debarment and suspension, the Byrd
Anti-Lobbying Amendment, and procurement of recovered materials. See Appendix II to
2 CFR part 200 for a full explanation of these requirements.
38
5. Pilot Program for Enhancement of Employee Whistleblower Protections.
The National Defense Authorization Act (“NDAA”) for Fiscal Year 2013 (Pub. L. No. 112-239,
enacted January 2, 2013 and codified at 41 U.S.C. § 4712) includes a pilot program for
whistleblower protection. It applies to all DOC awards, subawards, and contracts under awards
issued beginning July 1, 2013 through January 1, 2017. This term implements that law.
In accordance with 41 U.S.C. § 4712, an employee of a Recipient or contractor under a Federal
award or subaward may not be discharged, demoted, or otherwise discriminated against as a
reprisal for disclosing to a person or body information that the employee reasonably believes is
evidence of gross mismanagement of a Federal award or subaward or contract under a Federal
award or subaward, a gross waste of Federal funds, an abuse of authority related to a Federal
award or subaward or contract under a Federal award or subaward, a substantial and specific
danger to public health or safety, or a violation of law, rule, or regulation related to a Federal
award or subaward or contract under a Federal award or subaward. These persons or bodies
include:
a. A Member of Congress or a representative of a committee of Congress.
b. An Inspector General.
c. The Government Accountability Office.
d. A Federal employee responsible for contract or grant oversight or management at the
relevant agency.
e. An authorized official of the Department of Justice or other law enforcement agency.
f. A court or grand jury.
g. A management official or other employee of the contractor, subcontractor, or grantee who
has the responsibility to investigate, discover, or address misconduct.
Recipients and contractors under Federal awards and subawards shall inform their employees in
writing of the rights and remedies provided under 41 U.S.C. § 4712, in the predominant native
language of the workforce.
6. Small Businesses, Minority Business Enterprises, and Women’s Business Enterprises.
In accordance with 2 CFR § 200.321 (“Contracting with small and minority businesses, women’s
business enterprises, and labor surplus area firms”), the Recipient must take all necessary
affirmative steps to ensure that minority businesses, women’s business enterprises, and labor
surplus area firms are used when possible. DOC encourages Recipients to utilize small
businesses, minorit y business enterprises, and women’s business enterprises in contracts under
financial assistance awards. The Minority Business Development Agenc y (“MBDA”) within DOC
will assist Recipients in matching qualified minority business enterprises with contract
opportunities. For further information, the Recipient may visit MBDA’s website at
http://www.mbda.gov or contact MBDA via telephone or mail:
U.S. Department of Commerce
Minority Business Development Agency
Herbert C. Hoover Building
14th Street and Constitution Avenue, N.W.
39
Washington, D.C. 20230
(202) 482-0101
7. Subaward to or Contract with a Federal Agency.
a. The Recipient, contractor and/or subcontractor shall not subgrant or subcontract any part of
the approved Project to any agenc y or employee of DOC or any other Federal department,
agenc y, or instrumentality without the prior written approval of the Grants Officer.
b. The Recipient must submit requests for approval of such action to the Project Officer, who
shall review and make a recommendation to the Grants Officer. The Grants Officer must
forward all requests to the Federal Assistance Law Division in the Office of the Department
of Commerce Assistant General Counsel for Administration and Transactions for review
prior to making the final determination. The Grants Officer will notify the Recipient in
writing of the final determination.
8. EDA Contracting Provisions for Construction Projects.
The Recipient shall use the “EDA Contracting Provisions for Construction Projects” as guidance
in developing all construction contracts. The “EDA Contracting Provisions for Construction
Projects” lists applicable EDA and other Federal requirements for construction contracts.
L. PROPERTY.
1. Standards.
With respect to any property acquired or improved in whole or in part with EDA investment
assistance under this Award, the Recipient shall comply with the Property Standards set forth at
2 CFR §§ 200.310 (“Insurance coverage”) through 200.316 (“Property trust relationship”), and
EDA’s regulations at 13 CFR part 314. Property acquired or improved in whole or in part by the
Recipient under this Award may consist of real property; personal propert y, including equipment
and supplies; and intangible property, such as money, notes, and security interests. Any property
reports required under 2 CFR §§ 200.310 through 200.316, such as periodic inventories and requests
for disposition instructions, must be submitted to the Grants Officer through the Project Officer on
Form SF-428 and/or SF-429, as applicable. See also section C.2 “Reporting on Real Property” of
these Construction ST&Cs.
2. Title.
a. Title to equipment, supplies, and intangible property acquired in whole or in part under this
Award generally vests upon acquisition in the Recipient. The use, management and
disposition of equipment, supplies, and intangible property acquired in whole or in part under
this Award shall be in accordance with 2 CFR §§ 200.313 (“Equipment”), 200.314
(“Supplies”), and 200.315 (“Intangible property”), as applicable, and EDA regulations at
13 CFR part 314. See also section O.4 “Intellectual Property Rights” of these
Construction ST&Cs.
b. Title to real property acquired in whole or in part under this Award generally vests upon
acquisition in the Recipient, subject to the condition that the Recipient uses the real property
40
for the authorized purpose of the Project. See 2 CFR § 200.311 (“Real property”) and EDA
regulations at 13 CFR part 314.
3. EDA’s Interest in Award Property.
a. General - Evidence of Title. As stated in section A.4 “Grant Recipient as Trustee” of these
Construction ST&Cs, real property, equipment, and intangible property acquired or improved
under this Award must be held in trust by the Recipient as trustee for the beneficiaries of the
Project for which the property was acquired or improved. This trust relationship exists
throughout the duration of the property’s estimated useful life, as determined by the Grants
Officer in consultation with the Project Officer, during which time the Federal Government
retains an undivided, equitable reversionary interest in the property (Federal Interest).
Before advertising for construction bids or at such other time as EDA requires, the Recipient
must furnish evidence, satisfactor y in form and substance to the Government, that title to real
propert y required for the Project (other than property of the United States and as provided in
13 CFR § 314.7(c) (“Title”)) is vested in the Recipient and that such easements, rights-of-
way, State or local government permits, long-term leases, or other items required for the
Project have been or will be obtained by the Recipient within an acceptable time, as
determined b y the Government. All liens, mortgages, other encumbrances, reservations,
reversionar y interests, or other restrictions on title or the Recipient’s interest in the propert y
must be disclosed to EDA. With limited exceptions set forth at 13 CFR § 314.6(b)
(“Encumbrances”) or as otherwise authorized by EDA, Recipient-owned property acquired or
improved in whole or in part with EDA investment assistance must not be used to secure a
mortgage or deed of trust or in any wa y otherwise encumbered. See 13 CFR § 314.6.
b. Recording EDA’s Interest in Real Property.
i. For all Projects involving the acquisition, construction, or improvement of a building, as
determined by EDA, the Recipient shall execute and furnish to the Government, prior to
initial Award disbursement, a lien, covenant, or other statement, satisfactory to EDA in
form and substance, of EDA’s interest in the property acquired or improved in whole or
in part with the funds made available under this Award. EDA ma y require such statement
after initial Award disbursement in the event that grant funds are being used to acquire
such propert y. The statement must specify the estimated useful life of the Project and
shall include but not be limited to the disposition, encumbrance, and the Federal Share
compensation requirements. See 13 CFR §§ 314.1 (“Definitions”) and 314.8(a)
(“Recorded statement for real property”). See also 2 CFR § 200.316 (“Property trust
relationship”).
ii. This lien, covenant, or other statement of the Government’s interest must be perfected
and placed of record in the real propert y records of the jurisdiction in which the property
is located, all in accordance with applicable law. EDA may require an opinion of counsel
for the Recipient to substantiate that the document was validly executed and properly
recorded. See 13 CFR § 314.8(b).
iii. Facilities in which the EDA investment is only a small part of a larger project, as
determined by EDA, may be exempted from the requirements listed in paragraphs L.3.b.i
and ii above. See 13 CFR § 314.8(c).
41
iv. In extraordinary circumstances and at EDA’s sole discretion, EDA may choose to accept
another instrument to protect EDA’s interest in the Project property, such as an escrow
agreement or letter of credit, provided that EDA determines such instrument is adequate
and a recorded statement in accord with section L.3.b.i above is not reasonably available.
The terms and provisions of the relevant instrument shall be satisfactory to EDA in
EDA’s sole judgment. The costs and fees for escrow services or letters of credit shall be
paid by the Recipient. See 13 CFR § 314.8(d).
c. Recording EDA’s Interest in Personal Property. For all Projects involving the acquisition or
improvement of significant items of personal property, including but not limited to ships,
machinery, equipment, removable fixtures, or structural components of buildings, the
Recipient shall execute a security interest, covenant, or other statement of EDA’s reversionary
interest in the personal property acceptable in form and substance to EDA, which statement
must be perfected and placed of record in accordance with applicable law (usually
accomplished by filing a Uniform Commercial Code Financing Statement (Form UCC-1), as
provided by State law), with continuances re-filed as appropriate. EDA may require an
opinion of counsel for the Recipient to substantiate that the Form UCC-1 or other filing was
validly executed and properly recorded. See 13 CFR § 314.9 (“Recorded statement for
personal property”).
d. The Recipient acknowledges that the Government retains an undivided equitable
reversionary interest in propert y acquired or improved in whole or in part with grant funds
made available through this Award throughout the estimated useful life (as determined by
EDA) of the Project, except in applicable instances set forth at 13 CFR § 314.7(c) (“Title”).
See 13 CFR § 314.2(a) (“Federal interest”).
e. The Recipient agrees that if an y interest in property acquired or improved in whole or in part
with EDA investment assistance is disposed of, encumbered or alienated in any manner, or
no longer used for the authorized purposes of the Award during the Project’s estimated
useful life without EDA’s written approval, the Government will be entitled to recover the
Federal Share, as defined at 13 CFR § 314.5 (“Federal share”). If, during the Project’s
estimated useful life, the property is no longer needed for the purposes of the Award, as
determined by EDA, EDA may permit its use for other acceptable purposes consistent with
those authorized by PWEDA and 13 CFR Chapter III. See 13 CFR § 314.3(b)
(“Authorized use of property”).
f. For purposes of any lien or security interest, the amount of the Federal Share shall be the
portion of the current fair market value of any property (after deducting any actual and
reasonable selling and repair expenses incurred to put the property into marketable condition)
attributable to EDA’s participation in the Project. See 13 CFR § 314.5 (“Federal share”).
g. The alienation of Award property includes sale or other conveyance of the Recipient’s
interest, leasing or mortgaging the property, or granting an option for any of the foregoing.
h. In accordance with 2 CFR § 200.329 (“Reporting on real property”), the Federal awarding
agency or pass through entity must require a non-Federal entity to submit reports (using
Form SF-429 “Real Property Status Report” or any successor form) at least annually on the
status of real property in which the Federal Government retains an interest, unless the Federal
Interest in the real property extends 15 years or longer. In those instances where the Federal
Interest attached is for a period of 15 years or more, the Federal awarding agency or
42
pass-through entity, at its option, may require the non-Federal entity to report at various
multi-year frequencies (e.g., every two years or every three years, not to exceed a five-year
reporting period; or annual reporting for the first three years and thereafter every five years).
The Federal awarding agency or pass-through entity may also require a non-Federal entity to
periodically submit reports (using Form SF-428 “Tangible Personal Property Report” or any
successor form) concerning tangible personal property in which the Federal Government
retains an interest. In addition, the Federal awarding agency or pass-through entity may
require a non-Federal entity to submit Form SF-429 and/or Form SF-428 in connection with
a non-Federal entity’s request to acquire, encumber, dispose of, or take any other action
pertaining to real property or tangible personal property acquired or improved, in whole or in
part, under this Award or pertaining to Federally owned property under this Award.
See also section C.2 “Reporting on Real Property” of these Construction ST&Cs.
4. Insurance and Bonding.
a. Insurance. The Recipient shall, at a minimum, provide the equivalent insurance coverage for
real propert y and equipment acquired or improved with Federal funds as provided for
propert y owned b y the Recipient. Federally owned property need not be otherwise insured
unless required by the Terms and Conditions of the Award. See 2 CFR § 200.310
(“Insurance coverage”).
b. Bonding. If the Award exceeds the simplified acquisition threshold as defined at
2 CFR § 200.88, EDA may accept the Recipient’s or subrecipient’s bonding policy and
requirements if EDA or the pass-through entity determines that the Federal Interest is
adequately protected. If not, the following minimum requirements shall apply:
i. A bid guarantee from each bidder equivalent to five percent of the bid price. The “bid
guarantee” shall consist of a firm commitment such as a bid bond, certified check, or
other negotiable instrument accompanying a bid as assurance that the bidder will, upon
acceptance of the bid, execute such contractual documents as may be required within the
time specified.
ii. A performance bond on the part of the contractor for 100 percent of the contract price. A
“performance bond” is one executed in connection with a contract to secure fulfillment of
all the contractor’s obligations under such contract.
iii. A pa yment bond on the part of the contractor for 100 percent of the contract price. A
“pa yment bond” is one executed in connection with a contract to ensure payment as
required by law of all persons supplying labor and material in the execution of the work
provided for in the contract. See 2 CFR § 200.325 (“Bonding requirements”).
5. Leasing Restrictions.
Leasing or renting of facilities or propert y is prohibited unless specifically authorized by EDA.
The Recipient agrees that any leasing or renting of any facilities or property involved in this
Project will be subject to the following:
a. That said lease arrangement is consistent with the authorized general and special purpose of
the Award;
b. That said lease arrangement is for adequate consideration; and
43
c. That said lease arrangement is consistent with applicable EDA requirements concerning but
not limited to nondiscrimination and environmental compliance.
6. Eminent Domain.
The Recipient will use funds solely for the authorized purpose of the Project. Pursuant to
Executive Order 13406, “Protecting the Property Rights of the American People,” the Recipient
agrees:
a. Not to exercise any power of eminent domain available to the Recipient (including the
commencement of eminent domain proceedings) for use in connection with the Project for
the purpose of advancing the economic interests of private parties; and
b. Not to accept title to land, easements, or other interests in land acquired b y the exercise of
any power of eminent domain for use in connection with the Project for such purposes.
The Recipient agrees that any use of the power of eminent domain to acquire land, easements, or
interests in land, whether by the Recipient or an y other entity that has the power of eminent
domain, in connection with the Project without the prior written consent of EDA is an
unauthorized use of the Project. If the Recipient puts the Project to an unauthorized use, the
Recipient shall compensate EDA for its fair share in accordance with 13 CFR §§ 314.4
(“Unauthorized use of property”) and 314.5 (“Federal share”), as the same may be amended from
time to time.
7. Disposal of Real Property.
a. During the estimated useful life of the Project, if EDA and the Recipient determine that
propert y acquired or improved in whole or in part with EDA investment assistance is no
longer needed for the original purposes of this Award, EDA may, in its sole discretion,
approve use of the property in other Federal grant programs or in programs that have
purposes consistent with those authorized by PWEDA and 13 CFR Chapter III.
See 13 CFR § 314.3(b) (“Authorized use of property”).
b. When propert y is not disposed of as provided in section L.7.a above, the Government shall
determine final disposition and must be compensated by the Recipient for the Federal Share
of the value of the propert y, plus costs and interest, as provided in 13 CFR § 314.4
(“Unauthorized use of property”).
M. FEDERAL ENVIRONMENTAL REQUIREMENTS.
Environmental impacts must be considered b y Federal decision-makers in their decisions whether or
not to approve: (i) a proposal for Federal assistance; (ii) the proposal with mitigation; or (iii) a
different proposal/grant having less adverse environmental impacts. Federal environmental laws
require that the funding agency initiate an early planning process that considers potential impacts of
the projects funded with Federal assistance on the environment. Each Recipient must comply with all
environmental standards, to include those prescribed under the following statutes and executive
orders, and shall identify to the awarding agenc y an y impact a proposed project may have on the
environment. In some cases, Award funds can be withheld by the Grants Officer under a special
award condition requiring the Recipient to submit additional environmental compliance information
44
sufficient to enable the DOC to make an assessment on any impacts that a project may have on the
environment.
1. The National Environmental Policy Act of 1969 (42 U.S.C. § 4321 et seq.).
The National Environmental Policy Act (“NEPA”) and the Council on Environmental Quality
(“CEQ”) implementing regulations (40 CFR parts 1500–1508) require that an environmental
anal ysis be completed for all major Federal actions significantl y affecting the environment.
NEPA applies to the actions of Federal agencies and may include a Federal agency’s decision to
fund non-Federal projects under grants and cooperative agreements when the Award activities
remain subject to Federal authority and control. Recipients are required to identify to the
awarding agenc y an y impact an award will have on the quality of the human environment, and
assist the agency in complying with NEPA. Recipients may also be requested to assist EDA in
drafting an environmental assessment if EDA determines an assessment is required. Until the
appropriate NEPA documentation is complete, and if an y additional information is required
during the period of performance to assess Project environmental impacts, funds can be withheld
by the Grants Officer under a special award condition requiring the Recipient to submit the
appropriate NEPA documentation sufficient to enable EDA to make an assessment on any
environmental impacts of a Project.
2. National Historic Preservation Act (54 U.S.C. § 300101 et seq.).
Section 106 of the National Historic Preservation Act (“NHPA”) (54 U.S.C. § 300101 et seq.
(formerly codified at 16 U.S.C. § 470f)) and the Advisor y Council on Historic Preservation
implementing regulations (36 CFR part 800) require that Federal agencies take into account the
effects of their undertakings on historic properties. Recipients are required to identify to the
awarding agenc y an y effects the Award ma y have on properties included on or eligible for
inclusion on the National Register of Historic Places. Recipients may also be requested to assist
EDA in consulting with State or Tribal Historic Preservation Officers or other applicable
interested parties necessary to identify, assess and resolve adverse effects on historic properties.
Until the appropriate NHPA consultations and documentation are complete and if any additional
information is required during the period of performance in order to assess Project impacts on
historic properties, funds can be withheld by the Grants Officer under a special award condition
requiring the Recipient to submit any information sufficient to enable EDA to make the requisite
assessment under the NHPA.
3. Environmental Quality Improvement Act of 1970, as amended (42 U.S.C. §§ 4371–4375).
Federally supported public works facilities and activities that affect the environment shall be
implemented in compliance with policies established under existing law.
4. Clean Air Act (42 U.S.C. § 7401 et seq.), Federal Water Pollution Control Act
(33 U.S.C. § 1251 et seq.) (Clean Water Act), and Executive Order 11738 (“Providing for
Administration of the Clean Air Act and the Federal Water Pollution Control Act with
Respect to Federal Contracts, Grants or Loans”).
The Recipient must comply with the provisions of the Clean Air Act (42 U.S.C. § 7401 et seq.),
Clean Water Act (33 U.S.C. § 1251 et seq.), and Executive Order 11738 (38 Fed. Reg. 25161,
1973), and shall not use a facility on the Environmental Protection Agenc y’s (“EPA’s”) List of
45
Violating Facilities (this list is incorporated into the Excluded Parties List S ystem located at
https://www.sam.gov/portal/public/SAM/) in undertaking work that is nonexempt under
2 CFR § 1532, and shall notify the Project Officer in writing if it intends to use a facility that is
on the EPA’s List of Violating Facilities or knows that the facility has been recommended to be
placed on the list.
5. The Safe Drinking Water Act of 1974, as amended (42 U.S.C. § 300f et seq.).
This Act precludes Federal assistance for an y project that the EPA determines may contaminate
a sole source aquifer so as to threaten public health.
6. Executive Order 11988 (“Floodplain Management”) and Executive Order 11990
(“Protection of Wetlands”).
Recipients must identify proposed actions in Federally defined floodplains and wetlands to
enable the agency to make a determination whether there is an alternative to minimize any
potential harm.
7. The Flood Disaster Protection Act (42 U.S.C. § 4002 et seq.), and regulations and guidelines
issued thereunder by the U.S. Federal Emergency Management Administration (“FEMA”)
or by EDA.
Flood insurance, when available, is required for Federally assisted construction or acquisition in
flood-prone areas.
8. The Coastal Zone Management Act (16 U.S.C. § 1451 et seq.).
Funded projects must be consistent with a coastal State’s approved management plan for the
coastal zone.
9. The Coastal Barrier Resources Act (16 U.S.C. § 3501 et seq.).
Only in certain circumstances can Federal funding be provided for actions within a Coastal
Barrier S ystem.
10. The Wild and Scenic Rivers Act (16 U.S.C. § 1271 et seq.).
This Act applies to awards that may affect existing or proposed components of the National Wild
and Scenic Rivers s ystem.
11. The Fish and Wildlife Coordination Act (16 U.S.C. § 661 et seq.).
This Act requires the evaluation of impacts to fish and wildlife from Federally assisted proposed
water resource development projects.
12. The Endangered Species Act (16 U.S.C. § 1531 et seq.).
The Recipient must identify an y impact or activities that may involve a threatened or endangered
species. Federal agencies have the responsibility to ensure that no adverse effects to a protected
species or habitat occur from actions with Federal financial assistance and to conduct the
required reviews under the Endangered Species Act, as applicable.
46
13. The Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA,
more commonly known as Superfund) (42 U.S.C. § 9601 et seq.), and the Community
Environmental Response Facilitation Act (Pub. L. No. 102-426, 42 U.S.C. §§ 9601 note
et seq. and 9620(h)(4).).
These requirements address responsibilities related to hazardous substance releases, threatened
releases, and environmental cleanup. They also impose reporting and community involvement
requirements to ensure disclosure of the release or disposal of regulated substances and cleanup
of hazards to State and local emergenc y responders.
14. The Resource Conservation and Recovery Act (42 U.S.C. § 6901 et seq.).
This Act regulates the generation, transportation, treatment, and disposal of hazardous wastes,
and also provides that Recipients give preference in their procurement programs to the purchase
of recycled products pursuant to EPA guidelines.
15. Executive Order 12898 (“Environmental Justice in Minority Populations and Low-Income
Populations”).
Federal agencies are required to identify and address any disproportionately high adverse
human health or environmental effects of Federal programs, policies, and activities on low-
income and minority populations.
16. The Lead-Based Paint Poisoning Prevention Act (42 U.S.C. § 4821 et seq.).
Use of lead-based paint in residential structures constructed or rehabilitated by the
Federal Government or with Federal assistance is prohibited.
17. The Farmland Protection Policy Act (7 U.S.C. §§ 4201–4209).
Projects are subject to review under this Act if they ma y irreversibly directly or indirectl y convert
farmland, including forest land, pastureland, cropland, or other land, to nonagricultural use.
18. The Noise Control Act of 1972 (42 U.S.C. § 4901 et seq.).
Federally supported facilities and activities shall comply with Federal, State, interstate, and local
requirements respecting control and abatement of environmental noise to the same extent that
any person is subject to such requirements.
19. The Native American Graves Protection and Repatriation Act (25 U.S.C. § 3001 et seq.).
This Act provides a process for returning certain Native American cultural items to lineal
descendants, culturall y affiliated Indian tribes, and Native Hawaiian organizations.
N. NOTICE AND EVIDENCE OF COMPLIANCE WITH ALL APPLICABLE
ENVIRONMENTAL REQUIREMENTS.
The Recipient agrees to promptly notify the Grants Officer in writing of an y environmental
requirement or restriction, regulator y or otherwise, with which it must comply. Before Project
Closeout and final disbursement of Award funds, the Recipient further agrees to provide evidence
satisfactory to the Grants Officer that any required environmental remediation has been completed:
(1) in compliance with all applicable Federal, State and local regulations; and (2) as set forth in the
47
applicable lease, finding of suitability to lease (“FOSL”), lease in furtherance of conve yance,
quitclaim deed, or other conve yance instrument and any amendments, supplements, or succeeding
documents. Compliance with said laws or restrictions shall be included in any contract documents
for Project construction. The Recipient must certify compliance before final disbursement of grant
funds.
O. MISCELLANEOUS REQUIREMENTS.
1. Criminal and Prohibited Activities.
a. The Program Fraud Civil Remedies Act (31 U.S.C. § 3801 et seq.) provides for the
imposition of civil penalties against persons who make false, fictitious, or fraudulent claims
to the Federal Government for money (including mone y representing grants, loans, or other
benefits).
b. The False Claims Amendment Act of 1986 and the False Statements Accountability Act of
1996 (18 U.S.C. §§ 287 and 1001, respectively) provide that whoever makes or presents an y
false, fictitious, or fraudulent statement, representation, or claim against the United States
shall be subject to imprisonment of not more than five years and shall be subject to a fine in
the amount provided by 18 U.S.C. § 287.
c. The Civil False Claims Act (31 U.S.C. §§ 3729–3733) provides that suits can be brought b y
the Government, or a person on behalf of the Government, for false claims under Federal
assistance programs.
d. The Copeland “Anti-Kickback” Act (18 U.S.C. § 874) prohibits a person or organization
engaged in a Federally supported Project from enticing an employee working on the Project
from giving up a part of his or her compensation under an employment contract. The
Copeland “Anti-Kickback” Act also applies to contractors and subcontractors pursuant to
40 U.S.C. § 3145.
2. Foreign Travel.
a. The Recipient shall comply with the provisions of the Fl y America Act (49 U.S.C. § 40118).
The implementing regulations of the Fly America Act are found at 41 CFR §§ 301-10.131
through 301-10.143.
b. The Fl y America Act requires Federal travelers and others performing U.S. Government
financed air travel to use U.S. flag air carriers, to the extent that service by such carriers is
available. Foreign air carriers ma y be used onl y in specific instances, such as when a
U.S. flag air carrier is unavailable or when use of U.S. flag air carrier service will not
accomplish the agenc y’s mission.
c. One exception to the requirement to fly U.S. flag carriers is transportation provided under a
bilateral or multilateral air transport agreement, to which the United States Government and
the government of a foreign countr y are parties, and which the Department of Transportation
has determined meets the requirements of the Fly America Act pursuant to
49 U.S.C. § 40118(b). The United States Government has entered into bilateral and
multilateral “Open Skies Agreements” (U.S. Government Procured Transportation) that
allow Federally funded transportation services for travel and cargo movements to use foreign
air carriers under certain circumstances. There are multiple Open Skies Agreements currently
48
in effect. For more information about the current bilateral and multilateral agreements, visit
the General Services Administration (“GSA”) website at
http://www.gsa.gov/portal/content/103191. Information on the Open Skies Agreements
(U.S. Government Procured Transportation) and other specific country agreements may be
accessed via the Department of State’s website at http://www.state.gov/e/eeb/tra/.
d. If a foreign air carrier is anticipated to be used for any portion of travel under this Award, the
Recipient must receive prior approval from the Grants Officer. When requesting such
approval, the Recipient must provide a justification in accordance with the guidance provided
by 41 CFR § 301-10.142, which requires the Recipient to provide the Grants Officer with the
following: (i) his or her name; (ii) dates of travel; (iii) the origin and destination of travel;
(iv) a detailed itinerar y of travel; (v) the name of the air carrier and flight number for each leg
of the trip; and (vi) a statement explaining why the Recipient meets one of the exceptions to
the regulations. If the use of a foreign air carrier is pursuant to a bilateral agreement, the
Recipient must provide the Grants Officer with a copy of the agreement or a citation to the
official agreement available on the GSA website. The Grants Officer shall make the final
determination and notify the Recipient in writing. Failure to adhere to the provisions of the
Fly America Act will result in disallowance of any transportation costs for which any
Recipient improperly used a foreign air carrier.
3. American-Made Equipment and Products.
Recipients are hereb y notified that they are encouraged, to the greatest extent practicable, to
purchase American-made equipment and products with funding provided under this Award.
4. Intellectual Property Rights.
a. General. The rights to any work produced or purchased under this Award are determined by
2 CFR § 200.315 (“Intangible property”). The Recipient owns any work produced or
purchased under a Federal award subject to the DOC’s royalty-free, nonexclusive, and
irrevocable right to obtain, reproduce, publish, or use the work or authorize others to receive,
reproduce, publish, or otherwise use the work for Government purposes. In accordance with
2 CFR § 200.315(d), the Federal Government has the right to obtain, reproduce, publish, or
otherwise use the data produced under a Federal award and authorize others to receive,
reproduce, publish or otherwise use such data for Federal purposes.
b. Inventions. Unless otherwise provided by law, the rights to any invention made by a
Recipient under this Award are determined by the Bayh-Dole Act, Pub. L. No. 96-517, as
amended, and as codified at 35 U.S.C. § 200 et seq., except as otherwise required by law.
The specific requirements governing the development, reporting, and disposition of rights to
inventions and patents resulting from Federal awards are described in more detail at
37 CFR part 401 and, in particular, in the standard patent rights clause at 37 CFR § 401.14,
which is hereby incorporated by reference into this Award.
i. Ownership.
(1) Recipient. The Recipient has the right to elect to retain title to an y invention it makes
(conceived or first actually reduced to practice) or that is made by its employees. A
Recipient that is a nonprofit organization, which includes a universit y or other
institution of higher learning, ma y not assign to a third part y its rights to such an
49
invention without the permission of DOC unless that assignment is to a patent
management organization (e.g., a university’s Research Foundation). The Recipient’s
ownership rights are subject to the Government’s nonexclusive, nontransferrable,
irrevocable, paid-up license and other rights.
(2) Department. If the Recipient elects not to retain title, fails to disclose the invention to
the agenc y within the required time limits, or does not file a patent application within
the time limits set forth in the standard patent rights clause, DOC may request an
assignment of all rights, which is normally subject to a limited royalty-free,
nonexclusive, revocable license for the Recipient. DOC owns an y invention made
solely b y its employees, but may license to the Recipient in accordance with the
procedures in 37 CFR part 404.
(3) Inventor/Employee. If neither the Recipient nor DOC is interested in owning an
invention by a Recipient employee, the Recipient, with the written concurrence of the
DOC, may allow the inventor/employee to retain ownership of the invention subject
to certain restrictions as described at 37 CFR § 401.9.
(4) Joint Inventions. Inventions made jointly b y a Recipient and a DOC employee will be
owned jointly b y the Recipient and DOC. However, DOC may transfer or license its
rights to the Recipient as authorized by 35 U.S.C. § 202(e) and 37 CFR § 401.10 if
the Recipient is willing to patent and license the invention, usually in exchange for a
share of “net” ro yalties based on the number of inventors (e.g., 50-50 if there is one
Recipient inventor and one DOC employee inventor). The agreement will be prepared
by DOC and ma y include other provisions, such as a royalty-free license to the
Government and certain other entities. The provision at 35 U.S.C. § 202(e) also
authorizes the Recipient to transfer its rights to the Government, which can agree to
share ro yalties similarly as described above.
ii. Responsibilities – iEdison. The Recipient has responsibilities and duties set forth in the
standard patent rights clause, which are described below. The Recipient is expected to
comply with all requirements of the standard patent rights clause and 37 CFR part 401
and is required to submit its disclosures, elections, and requests for waivers from any
requirement for substantial U.S. manufacture electronically using the Interagency Edison
extramural invention reporting system (iEdison) at www.iedison.gov. The Recipient may
obtain a waiver of this electronic submission requirement by providing DOC compelling
reasons for allowing the submission of paper copies of reports related to inventions.
c. Patent Notification Procedures. Pursuant to Executive Order 12889 (58 Fed. Reg. 69681,
1993), DOC is required to notify the owner of any valid patent covering technology
whenever DOC or a Recipient, without making a patent search, knows (or has demonstrable
reasonable grounds to know) that technology covered by a valid United States patent has
been or will be used without a license from the owner. To ensure proper notification, if the
Recipient uses or has used patented technology under this Award without a license or
permission from the owner, the Recipient must notify the Grants Officer. This notice does not
constitute authorization or consent by the Government to any copyright or patent infringement
occurring under the Award.
d. Copyright. A Recipient may cop yright an y work produced under this Award subject to
DOC’s ro yalt y-free, nonexclusive, and irrevocable right to obtain, reproduce, publish or
50
otherwise use the work or authorize others to do so for Government purposes. Works jointly
authored by DOC and Recipient employees ma y be cop yrighted, but onl y the part of such
works authored b y the Recipient is protectable in the United States because, under
17 U.S.C. § 105, works produced by Government employees are not copyrightable in the
United States. On occasion and as permitted under 17 U.S.C. § 105, DOC may require the
Recipient to transfer to DOC a copyright in a particular work for Government purposes or
when DOC is undertaking the primary dissemination of the work.
5. Increasing Seat Belt Use in the United States.
Pursuant to Executive Order 13043, Recipients should encourage employees and contractors to
enforce on-the-job seat belt policies and programs when operating company-owned, rented, or
personall y-owned vehicles.
6. Research Involving Human Subjects.
a. All proposed research involving human subjects must be conducted in accordance with
15 CFR part 27 (“Protection of Human Subjects”). No research involving human subjects is
permitted under this Award unless expressly authorized by special award condition or
otherwise authorized in writing b y the Grants Officer.
b. Federal polic y defines a human subject as a living individual about whom an investigator
conducting research obtains (i) data through intervention or interaction with the individual, or
(ii) identifiable private information. Research means a systematic investigation, including
research development, testing and evaluation, designed to develop or contribute to
generalizable knowledge.
c. DOC regul ations at 15 CFR part 27 require that the Recipient maintain appropriate policies
and procedures for the protection of human subjects. In the event it becomes evident that
human subjects ma y be involved in this Project, the Recipient shall submit appropriate
documentation to the Project Officer for approval. This documentation may include:
i. Documentation establishing approval of the Project by an institutional review board
(“IR B”) approved for Federal-wide use under Department of Health and Human Services
guidelines (see 15 CFR § 27.103);
ii. Documentation to support an exemption for the Project under 15 CFR § 27.101(b); or
iii. Documentation of IRB approval of an y modification to a prior approved protocol or to an
informed consent form.
d. No work involving human subjects may be undertaken, conducted, or costs incurred and/or
charged for human subjects research until the appropriate documentation is approved in
writing b y the Grants Officer. In accordance with 15 CFR § 27.118, if research involving
human subjects is proposed after an award is made, the Recipient must contact the Grants
Officer and provide required documentation. Notwithstanding this prohibition, work may be
initiated or costs incurred and/or charged to the Project for protocol or instrument
development related to human subjects research.
51
7. Federal Employee Expenses.
Federal agencies are generally barred from accepting funds from a Recipient to pay
transportation, travel, or other expenses for an y Federal employee. Use of Award funds (Federal
or non-Federal) or the Recipient’s provision of in-kind goods or services for the purposes of
transportation, travel, or an y other expenses for an y Federal employee may raise appropriation
augmentation issues. In addition, DOC policy prohibits the acceptance of gifts, including travel
payments for Federal employees, from Recipients or applicants regardless of the source.
8. Minority Serving Institutions Initiative.
Pursuant to Executive Orders 13555 (“White House Initiative on Educational Excellence for
Hispanics”) (75 Fed. Reg. 65417, 2010), 13592 (“Improving American Indian and Alaska Native
Educational Opportunities and Strengthening Tribal Colleges and Universities”)
(76 Fed. Reg. 76603, 2011), and 13532 (“Promoting Excellence, Innovation, and Sustainability at
Historicall y Black Colleges and Universities”) (75 Fed. Reg. 9749, 2010), DOC is strongl y
committed to broadening the participation of minority serving institutions (“MSIs”) in its
financial assistance programs.
DOC’s goals include achieving full participation of MSIs in order to advance the development of
human potential, strengthen the nation’s capacit y to provide high-quality education, and increase
opportunities for MSIs to participate in and benefit from Federal financial assistance programs.
DOC encourages all applicants and recipients to include meaningful participation of MSIs.
Institutions eligible to be considered MSIs are listed on the Department of Education website at
https://www2.ed.gov/about/offices/list/ocr/edlite-minorityinst.html.
9. Research Misconduct.
The DOC adopts, and applies to financial assistance for research, the Federal Policy on Research
Misconduct (“Federal Policy”) issued by the Executive Office of the President’s Office of
Science and Technology Policy on December 6, 2000 (65 Fed. Reg. 76260). As provided for in
the Federal Policy, research misconduct refers to the fabrication, falsification, or plagiarism in
proposing, performing, or reviewing research, or in reporting research results. Research
misconduct does not include honest errors or differences of opinion. Recipient organizations that
conduct extramural research funded by the DOC must foster an atmosphere conducive to the
responsible conduct of sponsored research b y safeguarding against and resolving allegations of
research misconduct. Recipient organizations also have the primar y responsibility to prevent,
detect, and investigate allegations of research misconduct and, for this purpose, may rely on their
internal policies and procedures, as appropriate, to do so. Recipients must notify the Grants
Officer of any allegation that meets the definition of research misconduct and detail the entity’s
inquiry to determine whether there is sufficient evidence to proceed with an investigation, as
well as the result of any investigation. DOC may take appropriate administrative or enforcement
action at any time under the Award, up to and including Award termination and possible
suspension or debarment, and referral to the DOC Office of the Inspector General (“OIG”), the
U.S. Department of Justice, or other appropriate investigative body.
52
10. Publications, Videos, and Acknowledgment of Sponsorship.
a. Publication of results or findings in appropriate professional journals and production of video
or other media are encouraged as important methods of recording and reporting results of
Federally funded projects, such as scientific research, and expanding access to Federally
funded projects.
b. Recipients must submit a copy of an y publication materials, including but not limited to
print, recorded or Internet materials, to their EDA Project Officer.
c. When releasing information related to a funded Project, Recipients must include a statement
that the Project or effort undertaken was or is sponsored b y DOC.
d. Recipients are responsible for ensuring that every publication of material based on,
developed under, or produced under this Award, except scientific articles or papers appearing
in scientific, technical or professional journals, contains the following disclaimer:
This [report/video] was prepared by [Recipient name] using Federal funds under
award [number] from the Economic Development Administration, U.S. Department of
Commerce.
The statements, findings, conclusions, and recommendations are those of the author(s)
and do not necessarily reflect the views of the Economic Development Administration or
the U.S. Department of Commerce.
11. Care and Use of Live Vertebrate Animals.
Recipients must comply with the Laborator y Animal Welfare Act of 1966 (Pub. L. No. 89-544),
as amended (7 U.S.C. § 2131 et seq.) (“Animal acquisition, transport, care, handling, and use in
projects”), and the implementing regulations at 9 CFR parts 1, 2, and 3; the Endangered Species
Act (16 U.S.C. § 1531 et seq.); the Marine Mammal Protection Act (16 U.S.C. § 1361 et seq.)
(“Taking possession, transport, purchase, sale, export or import of wildlife and plants”); the
Non-indigenous Aquatic Nuisance Prevention and Control Act (16 U.S.C. § 4701 et seq.)
(“Ensure preventive measures are taken or that probable harm of using species is minimal if there
is an escape or release”); and all other applicable statutes pertaining to the care, handling, and
treatment of warm-blooded animals held for research, teaching, or other activities supported by
Federal financial assistance. No research involving vertebrate animals is permitted under any
DOC award unless authorized by the Grants Officer.
12. Homeland Security Presidential Directive 12.
If performance under the Award requires Recipient personnel to have routine access to Federally
controlled facilities and/or Federally controlled information systems (for purposes of this
condition, “routine access” is defined as more than 180 business days), such personnel must
undergo the personal identity verification credential process. In the case of foreign nationals, the
DOC will conduct a check with the U.S. Citizenship and Immigration Services (“USCIS”)
Verification Division, a component of the Department of Homeland Security (“DHS”), to ensure
that the individual is in a lawful immigration status and that he or she is eligible for employment
within the U.S. Any items or services delivered under this Award shall comply with DOC
personal identit y verification procedures that implement Homeland Security Presidential
Directive 12, “Policy for a Common Identification Standard for Federal Emplo yees and
53
Contractors,” Federal Information Processing Standards Publication (“FIPS PUB”) Number 201,
and OMB Memorandum M-05-24. The Recipient shall ensure that its subrecipients and
contractors (at all tiers) performing work under this Award compl y with the requirements
contained in this term. The Grants Officer ma y delay final payment under this Award if a
subrecipient or contractor fails to comply with the requirements listed below. The Recipient shall
insert the following term in all subawards and contracts when the subrecipient or contractor is
required to have routine physical access to a Federally controlled facility or routine access to a
Federall y controlled information system:
The subrecipient or contractor shall comply with DOC personal identity verification
procedures identified in the subaward or contract that implement Homeland Security
Presidential Directive 12 (HSPD-12), Office of Management and Budget (OMB) Guidance
M-05-24, as amended, and Federal Information Processing Standards Publication (FIPS
PUB) Number 201, as amended, for all employees under this subaward or contract who
require routine physical access to a Federally controlled facility or routine access to a
Federally controlled information system.
The subrecipient or contractor shall account for all forms of Government-provided
identification issued to the subrecipient or contractor employees in connection with
performance under this subaward or contract. The subrecipient or contractor shall return
such identification to the issuing agency at the earliest of any of the following, unless
otherwise determined by DOC: (1) When no longer needed for subaward or contract
performance; (2) Upon completion of the subrecipient or contractor employee’s
employment; (3) Upon subaward or contract completion or termination.
13. Compliance with Department of Commerce Bureau of Industry and Security Export
Administration Regulations.
a. This term applies to the extent that this Award involves access to export-controlled items.
b. In performing under this Award, the Recipient may gain access to export-controlled
information or technology. The Recipient is responsible for compliance with all applicable
laws and regulations regarding export-controlled information and technology, including the
deemed exports and reexports provisions of the Export Administration Regulations (“EAR”).
The Recipient shall establish and maintain throughout performance of this Award effective
export compliance procedures at non-DOC facilities. At a minimum, these export compliance
procedures must include adequate controls of physical, verbal, visual, and electronic access
to export-controlled information and technology.
c. Definitions.
i. Export-controlled items. Items (commodities, software, or technology) that are subject to
the EAR (15 CFR §§ 730–774), implemented by the DOC’s Bureau of Industry and
Security. These are generally known as “dual-use” items—that is, items with a military
and commercial application.
ii. Deemed export/reexport. The EAR defines a deemed export as a release of export-
controlled items (specificall y, technology or source code) to a foreign national in the U.S.
Such release is “deemed” to be an export to the home country of the foreign national.
15 CFR § 734.2(b)(2)(ii). A release ma y take the form of visual inspection, oral exchange
54
of information, or the application abroad of knowledge or technical experience acquired
in the U.S. If such a release occurs abroad, it is considered a deemed reexport to the
foreign national’s home country. Licenses from DOC ma y be required for deemed
exports or reexports.
d. The Recipient shall control access to all export-controlled information and technology that it
possesses or that comes into its possession in performance of this Award, to ensure that
access is restricted, or licensed, as required by applicable Federal laws, executive orders, or
regulations, including the EAR.
e. As applicable, Recipient personnel and associates at DOC sites will be informed of any
procedures to identif y and protect export-controlled items.
f. Nothing in the Terms and Conditions of this Award is intended to change, supersede or
waive the requirements of applicable Federal laws, executive orders, or regulations.
g. The Recipient shall include this subsection entitled “Compliance with Department of
Commerce Bureau of Industry and Security Export Administration Regulations,” including
this subparagraph g, in all lower-tier transactions (subawards, contracts, and subcontracts)
under this Award that may involve access to export-controlled information technology.
14. The Trafficking Victims Protection Act of 2000 (22 U.S.C. § 7104(g)), as Amended, and the
Implementing Regulations at 2 CFR part 175.
The Trafficking Victims Protection Act of 2000 authorizes termination of financial assistance
provided to a private entity, without penalty to the Federal Government, if the Recipient engages
in certain activities related to trafficking in persons. The Department hereby incorporates the
following Award term required b y 2 CFR § 175.15(b). See http://www.gpo.gov/fds ys/pkg/CFR-
2012-title2-vol1/pdf/CFR-2012-title2-vol1-sec175-15.pdf
a. Provisions applicable to a Recipient that is a private entity.
i. The Recipient, its employees, subrecipients under this Award, and subrecipients’
employees may not:
(1) Engage in severe forms of trafficking in persons during the period of time that the
Award is in effect;
(2) Procure a commercial sex act during the period of time that the Award is in effect; or
(3) Use forced labor in the performance of the Award or subawards under the Award.
ii. EDA, as the Federal awarding agenc y, ma y unilaterally terminate this Award, without
penalt y, if the Recipient or a subrecipient that is a private entit y:
(1) Is determined to have violated a prohibition in paragraph a.i of this Award term; or
(2) Has an emplo yee who is determined b y the Grants Officer to have violated a
prohibition in paragraph a.i of this Award term through conduct that is either:
(A) associated with performance under this Award; or (B) imputed to the Recipient or
a subrecipient using the standards and due process for imputing the conduct of an
individual to an organization that are provided at 2 CFR part 180 (“OMB Guidelines
to Agencies on Governmentwide Debarment and Suspension (Nonprocurement)”) as
55
implemented by DOC at 2 CFR part 1326 (“Nonprocurement Debarment and
Suspension”).
b. Provision applicable to a Recipient other than a private entity. EDA, as the Federal awarding
agenc y, ma y unilaterally terminate this Award, without penalty, if a subrecipient that is a
private entit y:
i. Is determined to have violated an applicable prohibition in paragraph a.i of this Award
term; or
ii. Has an emplo yee who is determined by the Grants Officer to have violated an applicable
prohibition in paragraph a.i of this Award term through conduct that is either:
(1) Associated with performance under this Award; or
(2) Imputed to the subrecipient using the standards and due process for imputing the
conduct of an individual to an organization that are provided at 2 CFR part 180
(“OMB Guidelines to Agencies on Governmentwide Debarment and Suspension
(Nonprocurement)”), as implemented by DOC at 2 CFR part 1326 (“Nonprocurement
Debarment and Suspension”).
c. Provisions applicable to any Recipient.
i. The Recipient must inform EDA immediately of an y information it receives from any
source alleging a violation of a prohibition in paragraph a.i of this Award term.
ii. EDA’s right to terminate this Award unilaterally, as described in paragraph a.ii or b of
this section:
(1) Implements section 106(g) of the Trafficking Victims Protection Act of 2000
(“TVPA”), as amended (22 U.S.C. § 7104(g)), and
(2) Is in addition to all other remedies for noncompliance that are available to EDA under
this Award.
iii. The Recipient must include the requirements of paragraph a.i of this Award term in an y
subaward made to a private entity.
d. Definitions. For purposes of this Award term:
i. “Employee” means either:
(1) An individual employed by the Recipient or a subrecipient who is engaged in the
performance of the Project under this Award; or
(2) Another person engaged in the performance of the Project under this Award and not
compensated by the Recipient including, but not limited to, a volunteer or individual
whose services are contributed by a third party as an in-kind contribution toward
Matching Share requirements.
ii. “Forced labor” means labor obtained by an y of the following methods: the recruitment,
harboring, transportation, provision, or obtaining of a person for labor or services,
through the use of force, fraud, or coercion for the purpose of subjection to involuntary
servitude, peonage, debt bondage, or slavery.
iii. “Private entit y”:
56
(1) Means an y entit y other than a State, local government, Indian tribe, or foreign public
entit y, as those terms are defined at 2 CFR § 175.25;
(2) Includes: (A) a nonprofit organization, including any nonprofit institution of higher
education, hospital, or tribal organization other than one included in the definition of
“Indian tribe” at 2 CFR § 175.25(b); and (B) a for-profit organization.
iv. “Severe forms of trafficking in persons,” “commercial sex act,” and “coercion” have the
meanings given in section 103 of the TVPA, as amended (22 U.S.C. § 7102).
15. The Federal Funding Accountability and Transparency Act of 2006 (Pub. L. No. 109-282,
31 U.S.C. § 6101 Note), as Amended by the Government Funding Transparency Act of
2008 (Pub. L. No. 110-252).
a. Searchable Website Requirements. The Federal Funding Accountability and Transparency
Act of 2006 (“FFATA” or “Transparency Act”) requires that information on Federal awards
(Federal financial assistance and expenditures) be made available to the public via a single,
searchable website. This information is available at www.USASpending.gov. To meet these
requirements, Recipients and subrecipients must include the following data elements in their
Application:
i. Name of entit y receiving Award;
ii. Award amount;
iii. Transaction t ype, funding agenc y, Catalog of Federal Domestic Assistance Number, and
descriptive Award title;
iv. Location of entit y and primar y location of performance (city, State, Congressional
District, and country); and
v. Unique identifier of entity.
See also 2 CFR § 200.211 (“Public access to Federal award information”).
b. Subaward and Executive Compensation Data Reporting Requirements. A Recipient
awarded a new Federal grant greater than or equal to $25,000 on or after October 1, 2010,
other than those funded by the American Recovery and Reinvestment Act of 2009
(Pub. L. No. 111-5) (“Recovery Act”), are subject to FFATA subaward reporting
requirements as outlined in the OMB guidance issued August 27, 2010. The Recipient is
required to file a FFATA subaward report by the end of the month following the month in
which the Recipient awards an y subgrant greater than or equal to $25,000.
See Pub. L. No. 109-282, as amended by section 6202(a) of Pub. L. No. 110-252
(see 31 U.S.C. § 6101 note). The reporting requirements are located in Appendix A of 2 CFR
part 170 and are available at https://www.gpo.gov/fdsys/pkg/CFR-2015-title2-vol1/pdf/CFR-
2015-title2-vol1-part170.pdf.
i. Reporting of first-tier subawards.
(1) Applicability. Unless exempt as provided in paragraph b.iv of this Award term, the
Recipient must report each action that obligates $25,000 or more in Federal funds that
does not include Recovery Act funds (as defined in section 1512(a)(2) of the
57
Recovery Act, Pub. L. No. 111-5) for a subaward to an entity (see definitions in
paragraph b.v of this Award term).
(2) Where and when to report.
(a) The Recipient must report each obligating action described in paragraph b.i(1) of
this Award term to http://www.fsrs.gov.
(b) For subaward information, the Recipient must report no later than the end of the
month following the month in which the obligation was made. (For example, if
the obligation was made on November 7, 2015, the obligation must be reported by
no later than December 31, 2015.)
(3) What to report. The Recipient must report information about each obligating action
that the submission instructions posted at http://www.fsrs.gov specify.
ii. Reporting total compensation of Recipient executives.
(1) Applicability and what to report. The Recipient must report total compensation for
each of its five most highly compensated executives for the preceding completed
fiscal year, if:
(a) The total Federal funding authorized to date under this Award is $25,000 or more;
(b) In the preceding fiscal year, the Recipient received:
(i) 80 percent or more of its annual gross revenues from Federal procurement
contracts (and subcontracts) and Federal financial assistance subject to the
Transparency Act, as defined at 2 CFR § 170.320 (and subawards); and
(ii) $25,000,000 or more in annual gross revenues from Federal procurement
contracts (and subcontracts) and Federal financial assistance subject to the
Transparency Act, as defined at 2 CFR § 170.320 (and subawards); and
(c) The public does not have access to information about the compensation of the
executives through periodic reports filed under section 13(a) or 15(d) of the
Securities Exchange Act of 1934 (15 U.S.C. § 78m(a), 78o(d)) or section 6104 of
the Internal Revenue Code of 1986. (To determine if the public has access to the
compensation information, see the U.S. Securities and Exchange Commission
total compensation filings at http://www.sec.gov/answers/execomp.htm.)
(2) Where and when to report. The Recipient must report executive total compensation
described in paragraph b.ii of this Award term:
(a) As part of its registration profile at http://www.ccr.gov.
(b) By the end of the month following the month in which this Award is made, and
annually thereafter.
iii. Reporting total compensation of subrecipient executives.
(1) Applicability and what to report. Unless the subrecipient is exempt as provided in
paragraph b.iv of this Award term, each first-tier subrecipient under this Award shall
report the names and total compensation of each of the subrecipient’s five most
highly compensated executives for the subrecipient’s preceding completed fiscal year,
if:
58
(a) In the subrecipient’s preceding fiscal year, the subrecipient received:
(i) 80 percent or more of its annual gross revenues from Federal procurement
contracts (and subcontracts) and Federal financial assistance subject to the
Transparency Act, as defined at 2 CFR § 170.320 (and subawards); and
(ii) $25,000,000 or more in annual gross revenues from Federal procurement
contracts (and subcontracts), and Federal financial assistance subject to the
Transparency Act (and subawards); and
(b) The public does not have access to information about the compensation of the
executives through periodic reports filed under section 13(a) or 15(d) of the
Securities Exchange Act of 1934 (15 U.S.C. § 78m(a), 78o(d)) or section 6104 of
the Internal Revenue Code of 1986. (To determine if the public has access to the
compensation information, see the U.S. Securities and Exchange Commission
total compensation filings at http://www.sec.gov/answers/execomp.htm.)
See also 2 CFR § 200.300(b) (“Statutory and national policy requirements”).
(2) Where and when to report. The subrecipient must report its executive total
compensation described in paragraph b.iii of this Award term:
(a) To the Recipient.
(b) By the end of the month following the month during which the subaward is made.
For example, if a subaward is obligated on any date during the month of October
of a given year (i.e., between October 1 and 31), the required compensation
information of the subrecipient must be reported by November 30 of that year.
iv. Exemptions. If, in the previous tax year, the Recipient had gross income, from all
sources, under $300,000, it is exempt from the requirements to report:
(1) Subawards, and
(2) The total compensation of the five most highly compensated executives of any
subrecipient.
v. Definitions. For purposes of this Award term:
(1) “Entity” means all of the following, as defined at 2 CFR part 25:
(a) A Governmental organization, which is a State, local government, or Indian tribe;
(b) A foreign public entity;
(c) A domestic or foreign nonprofit organization;
(d) A domestic or foreign for-profit organization; and
(e) A Federal agency, but only as a subrecipient under an award or subaward to a
Recipient.
(2) “Executive” means officers, managing partners, or any other employees in
management positions.
(3) “Subaward”:
59
(a) This term means a legal instrument to provide support for the performance of any
portion of the substantive Project or program for which the Recipient received this
Award and that the Recipient awards to an eligible subrecipient.
(b) The term does not include the Recipient’s procurement of property and services
needed to carry out the Project or program (for further explanation,
see 2 CFR § 200.330).
(c) A subaward may be provided through any legal agreement, including an
agreement that the Recipient or a subrecipient considers a contract.
(4) “Subrecipient” means an entity that:
(a) Receives a subaward from the Recipient under this Award; and
(b) Is accountable to the Recipient for the use of the Federal funds provided by the
subaward.
(5) “Total compensation” means the cash and noncash dollar value earned by the
executive during the Recipient’s or subrecipient’s preceding fiscal year and includes
the following (for more information, see 17 CFR § 229.402(c)(2)):
(a) Salary and bonus.
(b) Awards of stock, stock options, and stock appreciation rights. Use the dollar
amount recognized for financial statement reporting purposes with respect to the
fiscal year in accordance with the Statement of Financial Accounting Standards
No. 123 (Revised 2004) (FAS 123R), Share Based Payments.
(c) Earnings for services under non-equity incentive plans. This does not include
group life, health, hospitalization or medical reimbursement plans that do not
discriminate in favor of executives and are available generally to all salaried
employees.
(d) Change in pension value. This is the change in present value of defined benefit
and actuarial pension plans.
(e) Above-market earnings on deferred compensation which is not tax-qualified.
(f) Other compensation, if the aggregate value of all such other compensation
(e.g., severance, termination payments, value of life insurance paid on behalf of
the employee, perquisites or property) for the executive exceeds $10,000.
c. Central Contractor Registration (“CCR”) and Universal Identifier Requirements.
In accordance with 2 CFR part 25, the Recipient must obtain a Data Universal
Numbering S ystem (“DUNS”) number and maintain an active registration in the CCR
database. In addition, the Recipient must notify potential first-tier subrecipients that no
entity may receive a first-tier subaward unless the entity has provided its DUNS number
to the Recipient. The requirements are located in Appendix A of 2 CFR part 25 and are
available at http://www.gpo.gov/fdsys/pkg/CFR-2015-title2-vol1/pdf/CFR-2015-title2-
vol1-part25.pdf.
i. Requirement for CCR. Unless exempted from this requirement under
2 CFR § 25.110, the Recipient must maintain the currenc y of its information in the
60
CCR until it submits the final financial report required under this Award or receives
the final payment, whichever is later. This requires that the Recipient review and
update the information at least annually after the initial registration, and more
frequentl y if required by changes in its information or another Award term.
ii. Requirement for DUNS Numbers. If authorized to make subawards under this Award,
the Recipient:
(1) Must notify potential subrecipients that no entity (see definition in paragraph b.v
of this Award term) may receive a subaward from the Recipient unless the entity
has provided its DUNS number to the Recipient.
(2) May not make a subaward to an entity unless the entity has provided its DUNS
number to the Recipient.
iii. Definitions for purposes of this Award term:
(1) “Central Contractor Registration (“CCR”)” means the Federal repository into
which an entity must provide information required for the conduct of business as a
Recipient. Additional information about registration procedures may be found at
the System for Award Management website (currently at
https://www.sam.gov/portal/public/SAM/).
(2) “Data Universal Numbering S ystem (“DUNS”)” number means the nine-digit
number established and assigned b y Dun and Bradstreet, Inc. (D&B) to uniquely
identif y business entities. A DUNS number may be obtained from D&B b y
telephone (currentl y 866-705-5711) or the Internet (currentl y at
http://fedgov.dnb.com/webform).
(3) “Entity,” as it is used in this Award term, means all of the following, as defined at
2 CFR part 25, subpart C:
(a) A Governmental organization, which is a State, local government, or Indian
Tribe;
(b) A foreign public entity;
(c) A domestic or foreign nonprofit organization;
(d) A domestic or foreign for-profit organization; and
(e) A Federal agenc y, but only as a subrecipient under an award or subaward to
a Recipient.
(4) “Subaward”:
(a) This term means a legal instrument to provide support for the performance of
any portion of the substantive Project or program for which the Recipient
received this Award and that the Recipient awards to an eligible subrecipient.
(b) The term does not include the Recipient’s procurement of property and
services needed to carr y out the Project or program (for further explanation,
see 2 CFR § 200.330).
(c) A subaward ma y be provided through an y legal agreement, including an
agreement that the Recipient considers a contract.
61
(5) “Subrecipient” means an entity that:
(a) Receives a subaward from the Recipient under this Award; and
(b) Is accountable to the Recipient for the use of the Federal funds provided by the
subaward.
See also 2 CFR § 200.300(b) (“Statutory and national policy requirements”).
16. Federal Financial Assistance Planning During a Funding Hiatus or Government Shutdown.
This term sets forth initial guidance that will be implemented for Federal financial assistance
awards in the event of a lapse in appropriations, or a Government shutdown. The Grants Officer
may issue further guidance prior to an anticipated shutdown.
a. Unless there is an actual rescission of funds for specific grant obligations, Recipients under
Federal financial assistance awards for which funds have been obligated generall y will be
able to continue to perform and incur allowable expenses under the Award during a funding
hiatus. Recipients are advised that ongoing activities by Federal employees involved in grant
administration (including payment processing) or similar operational and administrative work
cannot continue when there is a funding lapse. Therefore, there ma y be delays, including
payment processing delays, in the event of a shutdown.
b. All Award actions will be dela yed during a Government shutdown; if it appears that a
Recipient’s performance under a grant or cooperative agreement will require agenc y
involvement, direction, or clearance during the period of a possible Government shutdown,
the Project Officer or Grants Officer, as appropriate, may attempt to provide such
involvement, direction, or clearance prior to the shutdown or advise the Recipient that such
involvement, direction, or clearance will not be forthcoming during the shutdown.
Accordingl y, Recipients whose ability to withdraw funds is subject to prior agency approval,
which in general are Recipients that have been designated high risk, Recipients under
construction awards, and other Recipients limited to reimbursements or subject to agency
review, will be able draw funds down from the relevant Automatic Standard Application for
Payment (“ASAP”) account onl y if agenc y approval is given and coded into ASAP prior to
any Government shutdown or closure. This limitation may not be lifted during a Government
shutdown. Recipients should plan to work with the Grants Officer to request prior approvals
in advance of a shutdown wherever possible. Recipients whose authority to draw down award
funds is restricted may decide to suspend work until the Government reopens.
c. The ASAP system should remain operational during a Government shutdown. Recipients that
do not require an y Grants Officer or agenc y approval to draw down advance funds from their
ASAP accounts should be able to do so during a shutdown. The 30-day limitation on the
drawdown of advance funds will still apply notwithstanding a Government shutdown and
advanced funds held for more than 30 days will have to be returned with interest.
62
APPENDIX
The following reference materials and forms are available online:
1. 2 CFR part 200, “Uniform Administrative Requirements, Cost Principles, and Audit
Requirements for Federal Awards”
2. 2 CFR part 1326, “Nonprocurement Debarment and Suspension”
3. 13 CFR Chapter III (EDA’s regulations)
4. 15 CFR part 4, “Disclosure of Government Information”
5. 15 CFR part 27, “Protection of Human Subjects”
6. 15 CFR part 28, “New Restrictions on Lobbying”
7. 15 CFR part 29, “Governmentwide Requirements for Drug-Free Workplace (Financial
Assistance)”
8. 48 CFR part 31, “Contract Cost Principles and Procedures”
9. Code of Federal Regulations (CFR): Government Printing Office’s Federal Digital System
(FDSYS) at https://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR
10. EDA’s regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR); search for
Title 13, Chapter III after selecting the relevant year
11. OMB Circulars: www.whitehouse.gov/omb/circulars/index.html
12. Davis-Bacon wage rate determinations: http://www.wdol.gov/dba.aspx
Governmentwide and DOC-Specific Forms:
1. Form CD-281, “Report of Government Property in Possession of Contractor”
2. Form CD-450, “Financial Assistance Award”
3. Form CD-451, “Amendment to Financial Assistance Award”
4. Form SF-425, “Federal Financial Report”
5. Form SF-428, “Tangible Personal Property”
6. Form SF-429, “Real Property Status Report”
7. Form SF-271, “Outlay Report and Request for Reimbursement for Construction Programs”
8. Form SF-272, “Federal Cash Transaction Report”
9. Form SF-LLL, “Disclosure of Lobbying Activities”
Commerce Department (“CD”) forms:
http://ocio.os.doc.gov/ITPolicyandPrograms/Electronic_Forms/index.htm
Governmentwide Standard Forms (“SF”): https://www.whitehouse.gov/omb/grants_forms
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX D
EASEMENTS
GRANTOR PARCEL #
TEMPORARY CONSTRUCTION EASEMENTS
Craft Enterprises LLC 113-510-093
Oxarc, Inc. 113-510-092
Frank Tiegs, LLC 113-510-091
PERMANENT EASEMENTS
Craft Enterprises LLC 113-510-093
Oxarc, Inc. 113-510-092
Frank Tiegs, LLC 113-510-091
Cittagazze, LLC 113-510-088
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX D1
TEMPORARY EASEMENTS
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX D2
PERMANENT EASEMENTS
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
APPENDIX E
GEOTECHNICAL ENGINEERING REPORT
COLUMBIA EAST FORCEMAIN
Shannon & Wilson, Inc.
June 20, 2019
CITY OF PASCO
JANUARY 2021 17003 – COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
This Page Is Intentionally Left Blank.
1 71
WASHINGTON
PROJECT
AREA
COLUMBIA EAST
FORCEMAIN
ALIGNMENT
CITY OF PASCO, WA
An Engineering Services Company
104 East 9th Street
Wenatchee, WA 98801
p. 509.662.1762 | f . 509.662.4324
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
SITE MAP
PASCO
17003 COLUMBIA EAST
FORCEMAIN IMPROVEMENTS
PROJECT No. CP9-SR-2A-17-01
VOLUME 2 OF 2
APPROVED FOR CONSTRUCTION
City Engineer Date
City of Pasco
VICINITY MAP
SHEET LIST TABLE
SHEET
NUMBER SHEET TITLE
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
paceengrs.compaceengrs.compaceengrs.com
/ /1 13 21
EDA PROJECT NO. 07-01-07483
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
CHANNELIZATION SYMBOLS TOPO SYMBOLS SANITARY/STORM SEWER SYMBOLSGAS/POWER/TELEPHONE SYMBOLS LINESTYLES
SURVEY SYMBOLS
GRADING SYMBOLS
TESC SYMBOLS
HATCH PATTERNS
WATER SYMBOLS
SIGNALIZATION SYMBOLS
IRRIGATION
SYMBOLS
ABBREVIATIONS
LEGEND & SYMBOLS 2
18424
71AS SHOWN
12/24/2020
CITY OF PASCO
CITY OF PASCO
GRIMMWAY
ICE HARBOR
SIMPLOT
CITTAGAZZE
TIEGS
SIMPLOT
COLUMBIA
EAST
TIEGS
TIEGSTIEGS
DNR
N COM
M
E
R
C
I
A
L
A
V
E
CITY OF PASCO
CITY OF PASCO
GRIMMWAY
ICE HARBOR
SIMPLOT
CITTAGAZZECRAFT
ENTERPRISESTIEGS
SIMPLOT
ST.
PROPERTIES
LLC
SE WASHINGTON &
NE OREGON SHEET
METAL TRAINING
TRUST
COLUMBIA
EAST
TIEGS
TIEGSTIEGS
DNR N COMMERCIAL AVEDIETRICH RD
N COM
M
E
R
C
I
A
L
A
V
E
H
O
L
L
A
N
D
S
T
OXARC
acccc
DELEON
SETZER PROPERTIES212816152221 212122KEY MAP 3
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 4
OVERALL PLAN
SHT. 15
SHT. 21
SHT. 27
SHT. 30
SHT. 11
RIGHT-OF-WAY ACQUISITION TABLE
TAXLOT #OWNER
SHT. 17
SHT. 19
SHT. 23SHT. 25
SHT. 29
LEGEND
DNR
LYNE REALTYDESERT
PLATEAU
TRANSPORTDC 5 STAR
TRUCKING
SCHWARTZ
PATRIDGE
DAP
PROPERTIES
LYON
KINGS
CORNER
PROPERTIESKINGS
CORNER
PROPERTIES
DC 5 STAR
TRUCKING
DC 5 STAR
TRUCKING
MEDELEZ
TRUCKING
MEDELEZ
TRUCKING
S L TRUCKING
S L TRUCKING
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171621208916178171720171617An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
4
MATCHLINE - SEE SHEET 3
MATCHLINE - SEE SHEET 5OVERALL PLAN
SHT. 31
SHT. 35
SHT. 41
SHT. 54
SHT. 44
KEY MAP
SHT. 37SHT. 39
SHT. 47
SHT. 49
SHT. 51
LEGEND
SHT. 33
LAMB WESTON
COX FAMILY LANDCOX FAMILY LAND
THANKSGIVING LTD
THANKSGIVING LTDTHANKSGIVING LTD
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THANKSGIVING LTD
SCHMIDLI
SCHMIDLI
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BLASDEL
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GAMACHE
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KATHERINE ASHLEY
TRUST
N CAPITOL AVE
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FOSTER WELLS RDFOSTER WELLS RDAn Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
5MATCHLINE - SEE SHEET 4OVERALL PLAN
SHT. 55
SHT. 62
KEY MAP
SHT. 67
SHT. 65
SHT. 58
LEGEND
ICE HARBOR
SIMPLOT
CITTAGAZZE
SIMPLOT
ICE HARBOR
SIMPLOT
CITTAGAZZECRAFT
ENTERPRISESSIMPLOT
ST.N COMMERCIAL AVEDIETRICH RD
OXARC
TIEGSTIEGS
RIGHT-OF-WAY PLAN 6
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCH
L
IN
E
-
S
E
E
SH
E
E
T
7 OVERALL PLAN
SHT. 16
SHT. 19
RIGHT-OF-WAY ACQUISITION TABLE
SHT. 13
SHT. 18
COLUMBIAEASTTIEGSTIEGSPROPERTIESSE WASHINGTON &NE OREGON SHEETMETAL TRAININGTRUSTCOLUMBIAEASTTIEGSTIEGSHOLLAND STTIEGSTIEGS21
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
RIGHT-OF-WAY PLAN 7
MAT
C
HLI
NE - SEE S
HEET 6OVERALL PLAN
SHT. 24
SHT. 20
RIGHT-OF-WAY ACQUISITION TABLE
MATCHLINE - SEE SHEET 8
SHT. 22
TIEGSDNRTIEGSDNRTIEGS21
28
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
RIGHT-OF-WAY PLAN 8
MATCHLINE - SEE SHEET 7
OVERALL PLAN
SHT. 29
SHT. 25
RIGHT-OF-WAY ACQUISITION TABLE
SHT. 27MATCHLINE - SEE SHEET 9
DNRLYNE REALTYDESERTPLATEAUTRANSPORTDC 5 STARTRUCKINGSCHWARTZPATRIDGEDC 5 STARTRUCKINGE ST HELENS ST
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2120
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
RIGHT-OF-WAY PLAN 9
MATCHLINE - SEE SHEET 10
OVERALL PLAN
SHT. 30
RIGHT-OF-WAY ACQUISITION TABLE
SHT. 37
MATCHLINE - SEE SHEET 8SHT. 34 SHT. 32
SHT. 36
PATRIDGE
DAP
PROPERTIES
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KINGS
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N KING AVE
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DAP
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KINGS
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N KING AVE
DNRDNR
1716An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
18424
71AS SHOWN
12/24/2020
RIGHT-OF-WAY PLAN 10
OVERALL PLAN
SHT. 38
SHT. 41 MATCHLINE - SEE SHEET 9RIGHT-OF-WAY ACQUISITION TABLE
SHT. 40
CITY OF PASCO
CITY OF PASCO
CITY OF PASCO
MATCHLINE STA. 2+80Profile - (64) (1) (1)
11
12
N COMMERCIAL AVEDIETRICH RD13
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
PLAN AND PROFILE 11
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 12LEGEND
CP
P
C
P
GRIMMWAY
MATCHLINE STA. 2+80MATCHLINE STA. 7+50Profile - (64) (1) (2) (1)
12
N COMMERCIAL AVEDIETRICH RD13
PLAN AND PROFILE 2 12
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 11MATCHLINE - SEE SHEET 13GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
PWWPPCPPGRIMMWAY
ICE HARBOR
DIETRICH RD
N COMMERCIAL AVEMATCHLINE STA. 7+50MATCHLINE STA. 12+00Profile - (64) (1) (2) (2) (1)
12
N COMMERCIAL AVEDIETRICH RD13
14
PLAN AND PROFILE 3 13
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 12
MATCHLINE - SEE SHEET 14GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
WWWWPCGRIMMWAY
SIMPLOT
DIETRICH RD
ICE HARBOR
MATCHLINE STA. 12+00MATCHLINE STA. 16+30Profile - (64) (1) (2) (2) (2) (1)
12
N COMMERCIAL AVEDIETRICH RD13
14
PLAN AND PROFILE 4 14
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE -SEE SHEET 15MATCHLINE - SEE SHEET 13GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
PCITTAGAZZE
DIETRICH RD
GRIMMWAY
MATCHLINE STA. 16+30MATCHLINE STA. 20+90Profile - (64) (1) (2) (2) (2) (2) (1)
14
15
1617
PLAN AND PROFILE 5 15
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 16GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN MATCHLINE - SEE SHEET 14LEGEND
CITTAGAZZE
CRAFT
ENTERPRISES
MATCHLINE STA. 20+90MATCHLINE STA. 25+00Profile - (64) (1) (2) (2) (2) (2) (2) (1)
14
15
1617
PLAN AND PROFILE 6 16
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 15MATCHLINE - SEE SHEET 17GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
CITTAGAZZE
CRAFT
ENTERPRISES
CITTAGAZZE
CRAFT
ENTERPRISES
MATCHLINE STA. 25+00MATCHLINE STA. 29+00Profile - (64) (1) (2) (2) (2) (2) (2) (2) (1)
17
19
18
PLAN AND PROFILE 7 17
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN MATCHLINE - SEE SHEET 16MATCHLINE - SEE SHEET 18LEGEND
PPS
IM
P
LO
T CRAF
T
EN
T
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PR
I
S
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MATCHLINE STA. 29+00MATCHLINE STA. 33+00Profile - (64) (1) (2) (2) (2) (2) (2) (2) (2) (1)
19
20
18
PLAN AND PROFILE 8 18
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 17MAT
C
HLI
N
E -
S
E
E
S
H
E
ET 19GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
PPSIMPLOT
TIEGS
SIMPLOT
MATCHLINE STA. 33+00MATCHLINE STA. 37+40Profile - (64) (1) (2) (2) (2) (2) (2) (2) (2) (2) (1)
19
20
18
PLAN AND PROFILE 9 19
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN MATCHLINE - SEE SHEET 18MATCHLINE - SEE SHEET 20LEGEND
TIEGS
ST PROPERTIES
LLC
SE WASHINGTON
& NE OREGON
SHEET METAL
TRAINING TRUST
MATCHLINE STA. 37+40MATCHLINE STA. 42+00Profile - (12)
19
20
21
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 19MATCHLINE - SEE SHEET 21PLAN AND PROFILE 10 20
18424
71AS SHOWN
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GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
COLUMBIA EASTTIEGS
MATCHLINE STA. 42+00MATCHLINE STA. 46+60Profile - (13)
20
21
22
PLAN AND PROFILE 11 21
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 20MATCHLINE - SEE SHEET 22GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
HOLLAND STTIEGS
TIEGS TIEGSMATCHLINE STA. 46+60MATCHLINE STA. 49+60Profile - (14)
21
22
23
PLAN AND PROFILE 12 22
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 23MATCHLINE
,
SEE
SHEET
21LEGEND
TIEGS
TIEGS
MATCHLINE STA. 49+60MATCHLINE STA. 54+20Profile - (15)
22
23
24
PLAN AND PROFILE 13 23
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71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 22MATCHLINE - SEE SHEET 24GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
TIEGS
MATCHLINE STA. 54+20MATCHLINE STA. 58+80Profile - (16)
23
24
25
PLAN AND PROFILE 14 24
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 23MATCHLINE - SEE SHEET 25GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
TIEGSTIEGS
MATCHLINE STA. 58+80MATCHLINE STA. 63+40Profile - (17)
24
25
26
PLAN AND PROFILE 15 25
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 24MATCHLINE - SEE SHEET 26GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
TIEGS
MATCHLINE STA. 63+40MATCHLINE STA. 68+00Profile - (18)
25
26
27
28
PLAN AND PROFILE 16 26
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 25MATCHLINE - SEE SHEET 27GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
TIEGS
DNR
MATCHLINE STA. 68+00MATCHLINE STA. 71+20Profile - (19)
26
27
28
PLAN AND PROFILE 17 27
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 28 MATCHLINE - SEE SHEET 26GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
DNR
MATCHLINE STA. 71+20MATCHLINE STA. 75+80Profile - (20)
26
27
2829
PLAN AND PROFILE 18 28
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 29MATCHLINE - SEE SHEET 27GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
TIEGS
DNR
DELEON
MATCHLINE STA. 75+80MATCHLINE STA. 80+40Profile - (21)
282930
PLAN AND PROFILE 19 29
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 30MATCHLINE - SEE SHEET 28GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
SETZER
MATCHLINE STA. 80+40MATCHLINE STA. 85+00Profile - (22)
293031
PLAN AND PROFILE 20 30
18424
71AS SHOWN
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 31MATCHLINE - SEE SHEET 29GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
USA
DNR
MATCHLINE STA. 85+00MATCHLINE STA. 89+60Profile - (23)
303132
PLAN AND PROFILE 21 31
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 32MATCHLLINE - SEE SHEET 30GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
USA
MATCHLINE STA. 89+60MATCHLINE STA. 94+20Profile - (24)
313233
PLAN AND PROFILE 22 32
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 33MATCHLINE - SEE SHEET 31GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
USA
MATCHLINE STA. 94+20MATCHLINE STA. 98+80Profile - (25)
323334
35
PLAN AND PROFILE 23 33
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 34MATCHLINE - SEE SHEET 32GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
LYNE REALTY
USA___
N CAPITOL AVE
MATCHLINE STA. 98+80MATCHLINE STA. 101+20Profile - (26)
3334
35
PLAN AND PROFILE 24 34
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 35
MATCHLINE - SEE SHEET 33GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
LYNE REALTYDESERT PLATEAU
TRANSPORT
MATCHLINE STA. 101+20MATCHLINE STA. 105+80Profile - (27)
3334
35
36
PLAN AND PROFILE 25 35
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 36MATCHLINE - SEE SHEET 34GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
DESERT PLATEAU
TRANSPORTDC 5 STAR
TRUCKING E SAINT HELENS STMATCHLINE STA. 105+80MATCHLINE STA. 110+40Profile - (28)
35
36
37
PLAN AND PROFILE 26 36
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 37MATCHLINE - SEE SHEET 35GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
SCHWARTZ
DC 5 STAR
TRUCKINGDC 5 STAR
TRUCKING
DC 5 STARTRUCKING36
37
38
MATCHLINE STA. 110+40MATCHLINE STA. 115+00PLAN AND PROFILE 27 37
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 38MATCHLINE - SEE SHEET 36GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
PATRIDGEDAP PROPERTIESLYON SCHWARTZ
MATCHLINE STA. 115+00MATCHLINE STA. 119+60Profile - (30)
37
38
39
PLAN AND PROFILE 28 38
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 39MATCHLINE - SEE SHEET 37GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
DNR
KINGS CORNER
PROPERTIESKINGS CORNER
PROPERTIES
MATCHLINE STA. 119+60MATCHLINE STA. 124+20Profile - (31)
38
39
40
41
PLAN AND PROFILE 29 39
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 40MATCHLINE - SEE SHEET 38GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
CDNR
KINGS CORNER
PROPERTIES
MATCHLINE STA. 124+20MATCHLINE STA. 127+20Profile - (32)
39
40
41
PLAN AND PROFILE 30 40
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATCHLINE - SEE SHEET 41 MATCHLINE - SEE SHEET 39GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
CP
P
KINGS CORNER
PROPERTIES
AUTOZONE PARTS
INC
MEDELEZ TRUCKING N KING AVEE HILLSBORO STREET
MATCHLINE STA. 127+20MATCHLINE STA. 131+80Profile - (33)
39
40
4142
PLAN AND PROFILE 31 41
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 42MATCHLINE - SEE SHEET 40GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
AUTOZONE PARTS
INC
MEDELEZ TRUCKINGSL TRUCKINGSL TRUCKING
E HILLSBORO STREET
C
P
C
MATCHLINE STA. 131+80MATCHLINE STA. 136+40Profile - (34)
414243
44
PLAN AND PROFILE 32 42
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21MATCHLINE - SEE SHEET 43MATCHLINE - SEE SHEET 41GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
AUTOZONE PARTS
INC
PREMIUM HOLDINGSN CAPITOL AVEE HILLSBORO STREET
C
P
MATCHLINE STA. 136+40MATCHLINE STA. 139+00Profile - (32) (3)
4243
44
PLAN AND PROFILE 33 43
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
MATC
H
LI
N
E
-
S
E
E
S
H
E
E
T
44
MATCHLINE - SEE SHEET 42GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
LEGEND
MATCHLINE STA. 139+00MATCHLINE STA. 143+20Profile - (43)
AUTOZONE PARTS
INC
MILLER
E HILLSBORO STREETN CA
P
I
T
O
L
A
V
E
CP4243
44
45
PLAN AND PROFILE 34 44
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
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YOU D G 811
/ /1 13 21
GENERAL NOTES
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FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 45MATCHLINE, SEE SHEET 43LEGEND
MATCHLINE STA. 143+20MATCHLINE STA. 147+80Profile - (44)CPPCCPPPAUTOZONE PARTS
INC
MILLER
MILLER, PAUL &
LEAH
N CAPI
T
O
L
A
V
E
KARTCHNER ST4243
44
45
PLAN AND PROFILE 35 45
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
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YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 46MATCHLINE, SEE SHEET 44LEGEND
MATCHLINE STA. 147+80MATCHLINE STA. 152+40Profile - (45)PCPPPWMILLER, PAUL &
LEAH
AUTOZONE PARTS
INC
MILLER, PA
U
L
&
N CAPITOL AVE
45
46
47
PLAN AND PROFILE 36 46
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
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YOU D G 811
/ /1 13 21
GENERAL NOTES
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FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 47MATCHLINE, SEE SHEET 45LEGEND
MATCHLINE STA. 152+40MATCHLINE STA. 157+00Profile - (46)PPCPAUTOZONE PARTS
INC
SCHWENKFELDER
N CAPITOL AVE
46
47
48
PLAN AND PROFILE 37 47
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 48MATCHLINE, SEE SHEET 46LEGEND
MATCHLINE STA. 157+00MATCHLINE STA. 161+60Profile - (47)
P
CWSCHWENKFELDER
VALMONT NW INC.MILLER
N CAPITOL AVE
AUTOZONE PARTS
INC
47
48
49
PLAN AND PROFILE 38 48
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 49MATCHLINE, SEE SHEET 47LEGEND
MATCHLINE STA. 161+60MATCHLINE STA. 166+20Profile - (48)
MILLER
NGZ SPECIALTIES
N CAPITOL AVE
48
49
50
PLAN AND PROFILE 39 49
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 50MATCHLINE, SEE SHEET 48LEGEND
MATCHLINE STA. 166+20MATCHLINE STA. 170+80Profile - (49)
KATHERINE,
ASHLEY MILLER
NGZ SPECIALTIES
N CAPITOL AVE
49
50
51
PLAN AND PROFILE 40 50
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 51MATCHLINE, SEE SHEET 49LEGEND
MATCHLINE STA. 170+80MATCHLINE STA. 175+40Profile - (50)WPPASH
L
E
Y
TIEGS
KATHERINE,
ASHLEY
N CAPITOL AVE
50
51
52
PLAN AND PROFILE 41 51
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 52MATCHLINE, SEE SHEET 50LEGEND
MATCHLINE STA. 175+40MATCHLINE STA. 180+00Profile - (51)
KATHERINE,
ASHLEY
MONSON &
MONSON TIEGS
N CAPITOL AVE
51
52
53
PLAN AND PROFILE 42 52
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 53MATCHLINE, SEE SHEET 51LEGEND
MATCHLINE STA. 180+00MATCHLINE STA. 184+60Profile - (52)PPMONSON
RANCHES SNAKE
RIVER STORAGE
LLC
KATHERINE,
ASHLEY
N CAPITOL AVE
52
53
54
PLAN AND PROFILE 43 53
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 54MATCHLINE, SEE SHEET 52LEGEND
PMONSON
RANCHES SNAKE
RIVER STORAGE
LLC
KATHERINE,
ASHLEY
LAMB WESTON, INC.
N CAPITOL AVE
MATCHLINE STA. 184+60MATCHLINE STA. 189+20Profile - (53)
53
54
55
PLAN AND PROFILE 44 54
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 55MATCHLINE, SEE SHEET 53LEGEND
MATCHLINE STA. 189+20MATCHLINE STA. 193+80Profile - (54)PPPKATHERINE,
ASHLEY
LAMB WESTON, INC.
N CAPITOL AVE
54
55
56
PLAN AND PROFILE 45 55
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
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YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 56MATCHLINE, SEE SHEET 54LEGEND
MATCHLINE STA. 193+80MATCHLINE STA. 198+40Profile - (55)PCOX FAMILY LAND
LLC
KATHERINE,
ASHLEY
COX
FAMILY
LAND LLC
THANKSGIVING
LTD PRTNRSP
N CAPITOL AVE
55
56
57
PLAN AND PROFILE 46 56
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
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YOU D G 811
/ /1 13 21
GENERAL NOTES
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FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 57MATCHLINE, SEE SHEET 55LEGEND
MATCHLINE STA. 198+40MATCHLINE STA. 203+00Profile - (56)
COX FAMILY LAND
LLC
THANKSGIVING
LTD PRTNRSP
N CAPITOL AVE
56
57
58
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
PLAN AND PROFILE 47 57
18424
71AS SHOWN
12/24/2020
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 58MATCHLINE, SEE SHEET 56LEGEND
MATCHLINE STA. 203+00MATCHLINE STA. 207+60Profile - (57)PPCOX FAMILY LAND
LLC
THANKSGIVING
LTD PRTNRSP
N CAPITOL AVE
PP57
58
59
PLAN AND PROFILE 48 58
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 59MATCHLINE, SEE SHEET 57LEGEND
MATCHLINE STA. 207+60MATCHLINE STA. 212+20Profile - (58)PCOX FAMILY LAND
LLC
THANKSGIVING
LTD PRTNRSHP
THANKSGIVING
LTD PRTNRSP
N CAPITOL AVE
P58
59
60
PLAN AND PROFILE 49 59
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 60MATCHLINE, SEE SHEET 58LEGEND
MATCHLINE STA. 212+20MATCHLINE STA. 216+80Profile - (59)PPPPCOX FAMILY LAND
LLC
THANKSGIVING
LTD PRTNRSHP
THANKSGIVING
LTD PRTNRSHP
N CAPITOL AVE
59
60
61
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
PLAN AND PROFILE 50 60
18424
71AS SHOWN
12/24/2020
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 61MATCHLINE, SEE SHEET 59LEGEND
MATCHLINE STA. 216+80MATCHLINE STA. 221+40Profile - (60)WWCOX FAMILY LAND
LLC
RICHARDSON,
MARK D,
SHANNON K
THANKSGIVING
LTD PRTNRSHP
N CAPITOL AVE
60
61
62
PLAN AND PROFILE 51 61
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 62MATCHLINE, SEE SHEET 60LEGEND
MATCHLINE STA. 221+40MATCHLINE STA. 225+20Profile - (61)PPPPCOX, HAROLDS
RICHARDSON,
MARK D,
SHANNON K
BLASDEL FAMILY
LLC
COX
FAMILY
LAND LLC
N CAPITOL AVE
E FOSTER WELLS RD61
62
63
PLAN AND PROFILE 52 62
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
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KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN
MATCHLINE, SEE SH
E
E
T
63
MATCHLINE, SEE SHEET 61LEGEND
RICHARDSON,RICHARDSON,
MARK D,
SHANNON K
JONES, TODD P;
COLLETTE,
LINDSEY A
BLASDEL FAMILY
LLC
BLASDEL FAMILY
LLC
E FOSTER WELLS RD
MATCHLINE STA. 225+20MATCHLINE STA. 229+80Profile - (62)
62
63 64
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
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/ /1 13 21
PLAN AND PROFILE 53 63
18424
71AS SHOWN
12/24/2020
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 64MATCHLINE, SEE SHEET 62LEGEND
MATCHLINE STA. 229+80MATCHLINE STA. 234+40Profile - (63)
RICKMAN,
ROBERT L &
JENNIFER L
BLASDEL FAMILY
LLC
E FOSTER WELLS RD
63 64 65
PLAN AND PROFILE 54 64
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
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FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 65MATCHLINE, SEE SHEET 63LEGEND
MATCHLINE STA. 234+40MATCHLINE STA. 239+00Profile - (64)
THANKSGIVING
LTD PRTNRSHP
BLASDEL FAMILY
LLC
THANKSGIVING
LTD PRTNRSHP
E FOSTER WELLS RD
64 65 66
PLAN AND PROFILE 55 65
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
GENERAL NOTES
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KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 66MATCHLINE, SEE SHEET 64LEGEND
MATCHLINE STA. 239+00MATCHLINE STA. 243+60Profile - (65)
THANKSGIVING
LTD PRTNRSHP
BLASDEL FAMILY
LLC
SCHMIDLI, MAURICE
& EREANI
E FOSTER WELLS RD
65 66 67
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
PLAN AND PROFILE 56 66
18424
71AS SHOWN
12/24/2020
GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 67MATCHLINE, SEE SHEET 65LEGEND
MATCHLINE STA. 243+60MATCHLINE STA. 248+20Profile - (66)
BLASDEL FAMILY
LLC
SCHMIDLI, MAURICE
& EREANI
TIPPETT, TIM &
MARLENE
BLASDEL FAMILY
LLC SCHMIDLI, MAURICE& EREANIE FOSTER WELLS RD
66 67 68
PLAN AND PROFILE 57 67
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
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KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLANMATCHLINE, SEE SHEET 68MATCHLINE, SEE SHEET 66LEGEND
MATCHLINE STA. 248+20Profile - (67)
BLASDEL FAMILY
LLC
TIPPETT, TIM &
MARLENE
TIPPETT, TIM &
BLASDEL FAMILY
GAMACHE
E FOSTER WELLS RD
67 68
PLAN AND PROFILE 58 68
18424
71AS SHOWN
12/24/2020
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
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GENERAL NOTES
KEYED NOTES
KEY MAP
FORCEMAIN - PROFILE
FORCEMAIN - PLAN MATCHLINE, SEE SHEET 67LEGEND
℄
℄
℄
℄
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
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12" UNDERDRAIN INFILTRATION PIPE S=0.00
STORM SEWER PIPE
TYPE 2 CATCH
BASIN, SEE
DWG. NO. SD-2
12" PVC PIPE, SEE
DWG. NO. SD-2
12" PVC x HDPE
TRANSITION COUPLING
DRAIN ROCK ENVELOPE. SEE
DETAIL BELOW
CAP AT END
SIDE VIEW
1'
5'
5'
1.5' MIN.
2' MIN.
ANGULAR DRAIN ROCK , SEE
PASCO SPECIFICATION 7-05.2
DRAIN ROCK
12" PERFORATED
UNDERDRAIN
INFILTRATION PIPE
GEOTEXTILE FABRIC
ALL AROUND, LAP
MIN. 2'
COMPACT TO 95%
CROSS SECTION
FILTER SOCK AROUND
PIPE
~~
TREATMENT SOIL AS REQUIRED TO
MEET ECOLOGY U.I.C. REQUIREMENTS
R/W LINEHYDRANT - PAINTED OSHA
SAFETY YELLOW
5" STORZ ADAPTER WITH
CAP PER SPECIFICATIONS
COMPACTED BACK FILL
TO 95% (ASTM D698)
PLACE MINIMUM OF 2 C.F.
OF 2" MINUS DRAIN ROCK
FILTER FABRIC
SEPARATING DRAIN ROCK
AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4"
WEEP HOLE, DO
NOT COVER WITH
CONCRETE BASE
6" PIPE, ROMAC GRIP
RINGS AT ALL JOINTS
6" GATE VALVE MJxFL
BOLT TO TEE OR
TAPPING SLEEVE
WATER MAIN
THRUST BLOCK PER DWG. NO. W-8
VARIABLE
SEE NOTE 2
VALVE BOX EXTENSION
SEE DWG. NO. W-4TYPICAL CURB
AND GUTTER
VALVE BOX PER
DWG. NO. W-4
TYPICAL SIDEWALK
SEE NOTE 5
12"
HYDRANT PLACEMENT
WITHIN CITY R/W OR
WITHIN UTILITY
EASEMENT
24"
MAX.
3' - 6" MIN.
3-6" DIAMETER AROUND
HYDRANT MUST BE LEVEL
EXCAVATION LIMITS
2"-8" ABOVE ADJACENT
GROUND ELEVATION
ROMAC GRIP RING
MJ ACCESSORY KIT
ROMAC GRIP RING
MJ ACCESSORY KIT
NOTES:
1.HYDRANTS SHALL BE PER THE SPECIFICATIONS.
2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS).
3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL.
4.HYDRANTS SHALL FACE THE STREET UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE
INSULATION)
6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN
WRITING BY THE CITY ENGINEER. NOT TO BE USED IN
NEW INSTALLATIONS.
7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12.
8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN.
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 | f . 425.827.5043
......................................................
Civil | Structural | Planning | Survey
www. paceengrs.com
VERIFY SCALE
CALL BEFORE
YOU D G 811
/ /1 13 21
EROSION CONTROL DETAILS 71
18424
71AS SHOWN
12/24/2020
1 INLET PROTECTION DETAIL
2 SILT FENCE DETAIL