HomeMy WebLinkAboutChange Order - 664/1/2026
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CAG-22-163, CO #66-26
Approved by Cheryl Beyer via email April 8, 2026
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 2 of 19
Change Order Form – Revised 12/23/2025
66-A244. Pay Item: Cement Concrete Fill Wall STA 16+65, 53’ RT
1. Description of Change:
This Change addresses revisions to the grading of the walkway to the entrance to Wendy's.
This work includes exploratory excavation and construction of a cement concrete fill wall.
a. Proposal Schedule of Prices (add rows as needed):
Item
No.
Spec.
Section Description Qty Unit Unit Price Amount
66-A244 6-11 Cement Concrete Fill Wall STA
16+65, 53’ RT
1 LS $3,500.00 $3,500.00
Net $3,500.00
b. Specification and/or Special Provision:
i. Description: Special Provision 6-11
ii. Materials: Special Provision 6-11.2
iii. Construction Requirements:
Special Provisions 6-11.3 is supplemented with the following:
The Contractor shall construct the cement concrete fill wall at STA 16+65, 53.00’ RT as
shown in the response to RFI #528.
iv. Measurement:
Section 6-11.4 is supplemented with the following:
No unit of measurement shall apply to the lump sum item “Cement Concrete Fill
Wall STA 16+65, 53’ RT.”
v. Payment:
Section 6-11.5 is supplemented with the following:
Payment for "Cement Concrete Fill Wall STA 16+65, 53’ RT" shall be full
compensation for all labor, materials, equipment, and incidentals required to
complete the work as specified, including, but not limited to exploratory excavation,
furnishing and removing temporary traffic control measures, and any additional
work necessary to comply with access requirements.
c. Plans: RFI 528 Response
2. Reason for Change:
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Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 3 of 19
Change Order Form – Revised 12/23/2025
The Contract plans required the proposed asphalt driveway at Wendy's be constructed in a
way which would force the proposed walkway between the sidewalk and the Wendy's
building to either be significantly below the driveway grade without anything to support the
grade difference, or for the proposed cross slope of the walkway to be toward the Wendy's
building, which would result in drainage sheeting toward the structure.
Construction of the walkway with the revised cross slope while maintaining compliant
grades required construction of a cement concrete fill wall to support the elevation
difference between the driveway and the walkway into the building. Because the cement
concrete fill wall was not part of the original scope, no existing underground utilities were
identified in the plans. The Contractor needed to perform exploratory excavation to
determine the feasibility of constructing the cement concrete fill wall.
This Change is needed to create an item to compensate the Contractor for the work
required to excavate and install the cement concrete fill wall at the Wendy’s entrance.
2. Equitable Adjustment: This Change Order does include an equitable adjustment per
Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. See attached.
Estimated Cost, Pay Item: $3,500.00
Extended Overhead: $0.00
Force Account Time related damages per 1-09.6, 6.d.: $0.00
Total $3,500.00
* Type dollar amounts in right-hand column for each of the 1st 3 rows, then right click dollar
amount on fourth row and select “update Field”.
66-A244 – Cement Concrete Fill Wall STA 16+65, 53’ RT
An independent estimate was prepared for the cost of installation of a cement concrete fill
wall. The cost was calculated to be $3,493.73 and has been rounded to an estimated cost of
$3,500.00.
Affects DBE Work:
No.
4. Critical Path Extension of Time: The time for Completion is extended 0 Working Days.
"! #
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 4 of 19
Change Order Form – Revised 12/23/2025
66-A245. Pay Item: Added Stairs and Handrail at Wendy's Entrance STA 16+65 RT
3. Description of Change:
This Change addresses revisions to the grading of the walkway to the entrance to Wendy's.
This work includes construction of stairs within the proposed sidewalk area and installation
of a pedestrian handrail.
a. Proposal Schedule of Prices (add rows as needed):
Item
No.
Spec.
Section Description Qty Unit Unit Price Amount
66-A245 6-02
6-32
Added Stairs and Handrail at
Wendy's Entrance STA 16+65
RT
1 LS $4,500.00 $4,500.00
Net $4,500.00
b. Specification and/or Special Provision:
i. Description: Standard Specification 6-02 and Special Provision 6-32
ii. Materials: Standard Specifications 9-01, 9-03, 9-06 and 9-07
iii. Construction Requirements:
Special Provisions 8-14.3 is supplemented with the following:
The Contractor shall construct the walkway with stairs and a pedestrian railing at STA
16+65, 53.00’ RT as shown in the response to RFI #528.
iv. Measurement:
Section 8-14.4 is supplemented with the following:
No unit of measurement shall apply to the lump sum item “Added Stairs and
Handrail at Wendy's Entrance STA 16+65 RT.”
v. Payment:
Section 8-14.5 is supplemented with the following:
The lump sum payment for "Added Stairs and Handrail at Wendy's Entrance STA
16+65 RT" shall be full compensation for all labor, materials, equipment, and
incidentals required to complete the work as specified, including, but not limited to,
excavation, grading, installation of handrail, and any additional work necessary to
comply with construction requirements.
c. Plans: RFI 528 Response
"! #
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 5 of 19
Change Order Form – Revised 12/23/2025
2. Reason for Change:
The Contract plans required the proposed asphalt driveway at Wendy's be constructed in a
way which would force the proposed walkway between the sidewalk and the Wendy's
building to either be significantly below the driveway grade without anything to support the
grade difference, or for the proposed cross slope of the walkway to be toward the Wendy's
building, which would result in drainage sheeting toward the structure.
Construction of the walkway with the revised cross slope while maintaining compliant
running slopes and cross slopes required the construction of stairs and installation of a
pedestrian handrail to accommodate the grade differential.
This Change is needed to create an item to compensate the Contractor for the work
required to construct stairs and add a pedestrian handrail at the Wendy’s entrance and
walkway.
4. Equitable Adjustment: This Change Order does include an equitable adjustment per
Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. See attached.
Estimated Cost, Pay Item: $4,500.00
Extended Overhead: $0.00
Force Account Time related damages per 1-09.6, 6.d.: $0.00
Total $4,500.00
* Type dollar amounts in right-hand column for each of the 1st 3 rows, then right click dollar
amount on fourth row and select “update Field”.
66-A245 – Added Stairs and Handrail at Wendy's Entrance STA 16+65 RT
An independent estimate was prepared for the cost to construct stairs and install a pedestrian
handrail at the Wendy’s walkway entrance. The cost was calculated to be $4,371.70 and has
been rounded to an estimated cost of $4,500.00.
Affects DBE Work:
No.
4. Critical Path Extension of Time: The time for Completion is extended 0 Working Days.
"! #
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 6 of 19
Change Order Form – Revised 12/23/2025
66-A246. Pay Item: Remove and Replace Driveway Wings and Sidewalks to Establish Landings in
the Sidewalk at Ramps and Stairs to Wendy's and Connection to Existing Roof Drains
1. Description of Change:
This Change addresses revisions to the grading of the sidewalk, driveway entrance, and
walkway to the entrance to Wendy's. This work includes removal and replacement of
previously installed sidewalk, curb and gutter, and driveway panels. This work includes the
installation of two trench drains connecting to the existing roof drains.
a. Proposal Schedule of Prices (add rows as needed):
Item
No.
Spec.
Section Description Qty Unit Unit Price Amount
66-A221 8-06 1-Day High Early Cement
Conc. curb and Gutter at
Driveway Entrances
28 LF $58.00 $1,624.00
66-A222 8-06 1-Day High Early Cement
Conc. for Driveway Entrance
18 SY $131.00 $2,358.00
66-A246 8-14 Remove and Replace Driveway
Wings and Sidewalks to
Establish Landings in the
Sidewalk at Ramps and Stairs
to Wendy's and Connection to
Existing Roof Drains
1 LS $19,000.00 $19,000.00
Net $22,982.00
b. Specification and/or Special Provision:
i. Description: No change.
ii. Materials:
Trench Drain 9-05.1
Add the following to Special Provisions 9-05.1:
Trench drain shall be Polycast 625N or approved equal.
iii. Construction Requirements:
Special Provisions 8-14.3 is supplemented with the following:
The Contractor shall remove and replace the installed driveway wing and sidewalk on
the north side of driveway D2 and the installed driveway wing and sidewalk on the south
side of driveway D4 and replace them with revised wings which establishes a landing
per the response to RFI #528.
"! #
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 7 of 19
Change Order Form – Revised 12/23/2025
iv. Measurement:
Section 8-14.4 is supplemented with the following:
No unit of measurement shall apply to the lump sum item “Remove and Replace
Driveway Wings and Sidewalks to Establish Landings in the Sidewalk at Ramps and
Stairs to Wendy's and Connection to Existing Roof Drains.”
v. Payment:
Section 8-14.5 is supplemented with the following:
Payment for “Remove and Replace Driveway Wings and Sidewalks to Establish
Landings in the Sidewalk at Ramps and Stairs to Wendy's and Connection to
Existing Roof Drains” shall be full compensation for all labor, materials, equipment,
and incidentals required to complete the work as specified, including, but not
limited to removal of existing sidewalk and driveway panels, regrading of surfaces,
connecting roof drains, and any additional work necessary to comply with
construction requirements.
c. Plans: RFI 528 Response
2. Reason for Change:
The Contract plans required the proposed asphalt driveway at Wendy's be constructed in a
way which would force the proposed walkway between the sidewalk and the Wendy's
building to either be significantly below the driveway grade without anything to support the
grade difference, or for the proposed cross slope of the walkway to be toward the Wendy's
building, which would result in drainage sheeting toward the structure.
Construction of the walkway with the revised cross slope while maintaining compliant
grades required removal and regrading of the installed driveway wings and some sidewalk
to create space for extended wings which were flat enough to establish a landing at the top
of the stairs and the walkway to the south entrance of Wendy’s to meet PROWAG
requirements. The revised grading also required the installation of two trench drains
connecting the roof drains to direct the flow of water away from the building.
This Change is needed to create an item to compensate the Contractor for the work
required to revise the sidewalk, driveway, and landing ramps, and connect the roof drains
at the Wendy’s entrance and walkway.
2. Equitable Adjustment: This Change Order does include an equitable adjustment per
Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. See attached.
"! #
Change Order No. 66
Contract Title: Rainier Ave S. Corridor Improvements – Phase 4
Contract No. CAG-22-163
Page 8 of 19
Change Order Form – Revised 12/23/2025
Estimated Cost, Pay Item: $19,000.00
Extended Overhead: $0.00
Force Account Time related damages per 1-09.6, 6.d.: $0.00
Total $19,000.00
* Type dollar amounts in right-hand column for each of the 1st 3 rows, then right click dollar
amount on fourth row and select “update Field”.
66-A246 – Remove and Replace Driveway Wings and Sidewalks to Establish Landings in the
Sidewalk at Ramps and Stairs to Wendy's and Connection to Existing Roof Drains
An independent estimate was prepared for the cost to remove and regrade the landings in the
sidewalk at ramps and stairs to Wendy’s and to connect the existing roof drains. The cost was
calculated to be $18,733.20 and has been rounded to an estimated cost of $19,000.00.
Affects DBE Work:
No.
4. Critical Path Extension of Time: The time for Completion is extended 0 Working Days.
5. Sections 1-04.4 and 1-04.5 of the 2022 WSDOT/APWA Standard Specifications shall govern
this Change Order. The Work of the referenced Contract is modified to include the changes
detailed herein. The payment provided for herein shall constitute the complete and final
settlement for all costs of labor, equipment, materials, overhead, profit, permit fees, and all
other claims that may be made by the Contractor as a result of this change.
6. To be attached to Change Order:
܈ a. Field Directive/Request For Information Response
܈ b. Estimated Change Order Cost
Ч c. Contractor’s Quote
܈ d. Plans
Ч e. Equitable Adjustment Determination
Ч f. Additional Working Days Calculation
Ч g. Project Labor List
܆ h. Equipment Rate List including Equipment Rate Requests (DOT Form 422-010 EF)
"! #
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Wendy's Driveway Entrance - Estimated Change Order Cost
CO #66, Page 9 of 19
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Wendy's Driveway Entrance - Estimated Change Order Cost
CO #66, Page 10 of 19
"! #
Pivetta Brothers Construction, Inc.
1812 Pease Avenue,
Sumner, Washington 98390
P: (800) 748-3882
Project: 2022-148 Rainier Ave S Phase 4
Renton, Washington
RFI #528: Wendy Driveway D4 Profile
Status Open
To Jordan Howe (Perteet)From Russell Owen (Pivetta Brothers Construction, Inc.)
201 S 3rd St
Renton, Washington 98057
Date Initiated May 22, 2025 Due Date May 27, 2025
Location Project Stage Course of Construction
Cost Impact TBD Schedule Impact TBD
Spec Section Cost Code
Drawing Number 59, 186 Reference
Linked Drawings 186,59
Received From Matt June
Copies To Bill Adams (Pivetta Brothers Construction, Inc.),
Ben Fiscus (Pivetta Brothers Construction, Inc.),
Jordan Howe (Perteet), Matt June , Chris McKinnon
(Perteet), Joe Nerlfi (City of Renton), Russell Owen
(Pivetta Brothers Construction, Inc.), William
Schroeder (Pivetta Brothers Construction, Inc.)
Activity
Question Question from Russell Owen Pivetta Brothers Construction, Inc.on Thursday, May 22, 2025 at 07:18 AM PDT
Pivetta noticed proposed Wendys driveway D4 profile/grading will result in the sidewalk adjacent to building at Wendys
sloping back towards the building if built per plan leading to potential grading/drainage issues. Attached is plan/photos
demonstrating that existing conditions sidewalk adjacent to building sloping away from building. Once the new driveway is
constructed, it will raise the front of walk grade. The back of walk grade is fixed on the building (unless raising sidewalk on
building is acceptable). This will results in sidewalk sloping back towards the building.
A wall for grade separation may be needed between proposed driveway and the sidewalk adjacent to building. Changing
driveway approach from type 1 with 1.5% slope towards road to a type 3 with 1.5% slope away(or more) from curb may be
necessary. If the driveway cross slope changes then the wing lengths may change.
Pivetta is pouring curb and gutter on 5/22/2025 so if any curb needs to be left out through this driveway due to potential for
change in wing lengths, please provide direction ASAP.
Please provide direction regarding this potential grading/drainage conflict whether to build per plan or if additional design is
necessary.
Attachments
Wendys driveway RFI.pdf
Awaiting an Official Response
Pivetta Brothers Construction, Inc. Page 1 of 1 Printed On: May 23, 2025 06:17 PM EDT
Wendy's Driveway Entrance - RFI 528
CO #66, Page 11 of 19
Response from Nadine Stock, Psomas, Inc. on 06/09/25:
SEE ATTACHED SKETCHES FOR REVISED GRADING ON DRIVEWAYS D2 & D4.
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Wendy's Driveway Entrance - RFI 528 Plans
CO #66, Page 15 of 19
FG 33.71
DWY 33.45
BEGIN PED CURB
TOP OF CURB 33.95
TOP 33.42
BOT 32.84
STEP
TOP 33.53
BOT 32.95
EG 32.32
MATCH EXISTING
DWY 32.59
TOP OF WALL 33.09
STEP
TOP 32.95
BOT 32.36
TOP 32.84
BOT 32.25
CEMENT CONCRETE FILL WALL
PER ATTACHED DETAIL
SAWCUT EXISTING WALKWAY
TO INSTALL
EXISTING CONCRETE
WALKWAY TO REMAIN
FG 33.69
DWY 31.84 MATCH EXISTING
TOP OF WALL 32.15
EG 31.79
MATCH EXISTING
CEMENT CONCRETE STAIRS
TREAD=12"
RISERS=7"
SEE STAIR DETAIL NEXT PAGE
SURFACE MOUNTED
HANDRAIL
SEE STAIR DETAIL NEXT PAGE
FG 32.34
FG 32.34
EG 32.19
MATCH EXISTING
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FFE 32.31
DWY 33.10
END PED CURB
TOP OF CURB 33.92
BEGIN CONC FILL WALL
TOP OF WALL 33.60
DWY 33.04
TOP OF WALL 33.54
EG 32.15
MATCH EXISTING
INSTALL TRENCH DRAIN,
LOCATE AND CONNECT TO
ONSITE DRAINAGE SYSTEM
DWY 32.09
TOP OF WALL 32.59
5'
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MATCH EXISTING
INSTALL TRENCH DRAIN,
LOCATE AND CONNECT TO
ONSITE DRAINAGE SYSTEM
PROPOSED WALKWAY
AND STAIR
GRADE TO DRAIN TO EXIST
CB
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Wendy's Driveway Entrance - RFI 528 Plans
CO #66, Page 18 of 19
EXISTING CONCRETE
LANDING TO REMAIN
MATCH EXISTING
EG 32.25
MATCH EXISTING
EG 32.22
1.5%
1.3%
6'6'
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SAWCUT AT
NEAREST JOINT
5'
FG 32.82
FG 32.75
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