Amendment A005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A005 07/25/2024 N/A See Box 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056723B000008

9B. DATED (SEE ITEM 11)

06/28/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

WA NP MORA 123(2), SR-123 Laughingwater Creek to Panther Creek Bridge

See page 2.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A005, dated 07-25-2024 WA NP MORA 123(2)

Solicitation No. 69056723B000008 SR-123 Laughingwater Creek

Page 2 to Panther Creek Bridge

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Pages E-10 through E-11, Subsection 105.02(c), Contractor-located Sources. Revises requirements in paragraph (1)(a).

Page F-4, Subsection 204.07, Subexcavation. Revises 2nd paragraph.

PLANS

Plan Sheets C.2 through C.4 Adds Footnote 6.

ENCLOSURES

Pages:

E-10 through E-11 / F-4

Plan Sheets:

C.2 through C.4

E-10 DIVISION 100

Special Contract Requirements Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge removed before mining new material; stockpiled materials that have been in place over a growing season or show signs of weed infestation is not used.

(a) The following may be used during the 2024 construction season.

Randles Sand & Gravel Inc.

5802 192nd Street E Puyallup, WA 98375

(253) 531-6835

WA Rock Quarries Inc. (2 locations) Kapowsin Quarry King Creek Pit 29104 Camp One Rd E 25009 Brooks Rd E Orting WA 98360 Orting WA 98360

(253) 262-1661 (253) 262-1661

Ashe Quarry 1203 Falls Road Randle, WA 98377

(360) 520-4375

Cal-Portland DuPont 4301 Pioneer Way DuPont, WA 98327

(206) 406-0397

(b) For subsequent construction seasons. Obtain a list of the Park-approved commercial sources from the CO. Park-approve sites for subsequent construction seasons may be used for that year’s construction season.

(2) Other commercial sources. These sources require CO approval before use. Submit requests to use these sources by July 1 of the year before the construction season of intended use.

(3) Non-commercial sources submitted under Subsection 107.10(d). These sources also require CO approval before use. Submit requests to use these sources by July 1 of the year before the construction season of intended use.

105.04 Handling and Storing Material. Amend as follows:

Delete the text of the second paragraph and substitute the following:

Use the staging area at the intersection of SR 123 and SR 12, Turnout T-22 and Turnout T-23 for staging or storing of materials such as culverts, geotextile fabric, temporary traffic control devices, milled asphalt to be used as recycled aggregate base; and for equipment parking. Use of other sites are subject to CO approval, and the CO will not approve sites that are within 150 feet of streams or wetlands. Use of these sites is limited according to the following and the requirements under Subsection 107.10(e).

Revised by Amendment A005

E-11 DIVISION 100

Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

(a) Sweep paved surfaces before use to reduce risk of invasive plant contamination.

(b) Stockpile material on paved surfaces to the maximum extent possible, and do not stockpile material on vegetated surfaces.

(c) Do not stack material, or equipment against tree trunks.

(d) Cover material stockpiles with a breathable, water-repelling fabric; and secure covers around stockpile perimeters to secure covers in-place over each stockpile.

(e) Install temporary plastic fencing around all pullouts approved by the CO.

Provide additional space as needed. Do not use private property for staging, storage, or disposal without written permission of the owner or lessee and prior to completion of the requirements of subsection 107.10(d). Submit copies of agreements and documents and do not use property until approved by CO.

Perform walk throughs along the project limits with the CO as per Subsection 108.01, to determine acceptable locations for material stockpiles and equipment storage, and acceptable site conditions before winter shutdown.

F-4 DIVISION 200

Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

Section 204. — EXCAVATION AND EMBANKMENT

11/12/20– FP-14

Construction Requirements

204.05 Conserved Topsoil. Delete the first paragraph and substitute the following:

Conserve topsoil from roadway excavation that is free from hard soil, rock, clay, toxic substances, trash or other deleterious material, and is suitable for growth of grass, cover crops or native vegetation. Topsoil refers to the uppermost soil horizon, usually 6 inches to 18 inches deep. It may include decayed organic and other materials capable of supporting vegetation. Separate topsoil from other excavated material and stockpile conserved topsoil in low windrows in locations approved by CO.

204.06 Roadway Excavation. Delete the second to last paragraph and substitute the following:

Conserve sufficient quantities of 6-inch (150-millimeter) minus material from the roadway excavation to use for finishing the roadbed. Sufficient quantities are available within the roadway excavation. Dispose of unsuitable or excess excavation material according to Subsection 204.14.

Replace shortage of suitable material caused by premature disposal of roadway excavation.

204.07 Subexcavation. Delete the text of this Subsection and substitute the following:

Take cross-sections according to Section 152. Excavate material to the required limits as shown on the plans. Adjust subexcavation depth as directed by the CO in the field. Excavate only unconsolidated soils within the areas shown in the plans. Do not excavate bedrock or sinter materials.

Dispose of unsuitable material according to Subsection 204.14. Place stabilization geogrid and separation-stabilization geotextile according to Section 207 and as shown on the plans. Place backfill material in horizontal layers not exceeding 6 inches in compacted depth. Recovered asphalt pavement milling material (exceeding the quantity required for Section 308 work) or embankment material (conserved from the top 4-inches of roadway excavation), may be used as backfill material for the top half layer of the subexcavated depth. Compact backfill material according to Subsection 204.11. Prevent unsuitable material from mixing with backfill.

204.10 Embankment Construction. Add the following to paragraph (b):

Construct the top 12 inches (300 millimeters) of the embankment with 6-inch (150-millimeter) minus material conserved from the roadway cuts.

SUBEXCAVATION, TYPE 1 LAYOUT DETAIL

"MAIN 01"

CL

[1] Existing Crown depth

6" compacted base, aggregate

Recycled Profile Grade

Existing ground placed in two equal lifts, tack coat between lifts compacted depth aggregate, 0.3 to <3 million ESAL , 4"

½-inch or ¾-inch nominal maximum size

Asphalt Concrete Pavement, gyratory mix, Existing ground

[6]Select borrow

C le a r in g L im it2'

C le a r in g l im it

2' class 1, type D (woven)

Separation-stabilization geotextile

Geogrid, stabilization, 3' lap (min.)

m in

)[4]2.0% (typ.

Asphalt pavement milling, 6-inch depth

6" perforated collector pipe

Subexcavation

SUBEXCAVATION, TYPE 1UNDERDRAIN DETAIL (TYP.) FOR

"MAIN 01"

Proposed subgrade 6" perforated collector pipe

)[4]2.0% (typ.

[5]Bottom of collector pipe trench subexcavation

Bottom of

CL

[2] [3]

6" Outlet Pipe

Filter Rock

See pavement structural detail on this sheet

FOOTNOTE:

daylight to ditch ahead or back on the line where applicable.

Locate outlet pipes to intercept outlet catch basins, culverts, or[2] atch existing cross slopes. M[1]

48+25 TO 54+40

19+80 TO 21+05

SUBEXCAVATION TYPE 1

1'

)[4] 11' (nominal)[4] 11' (nominal

1'

48+25 TO 54+40

19+80 TO 21+05

See Sheet C.5 for collector pipe trench details.[5]

See staking notes for pavement width, direction of subexcavation slope, and subexcavation depth.[4] or at a distance determined in the field by the CO.

At culvert outfall locations, increase the clearing to 5 feet from the slope stake limit [3] for the top layer of the subexcavation according to Subsection 204.07

Recovered milling or embankment material may be used as backfill material [6] m in

Revised by Amendment A005

:5

P

M

J u ly

T y p ic a l

S e c ti o n

S h e e t o f c p w w o r k \d

\m o r a ty p p c t.

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04)

TYPICAL SECTION (SHEET 02 OF

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) C.2

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

CL

[1] Existing Crown depth

6" compacted base, aggregate

Recycled

Profile Grade

Existing ground placed in two equal lifts, tack coat between lifts compacted depth aggregate, 0.3 to <3 million ESAL , 4"

½-inch or ¾-inch nominal maximum size

Asphalt Concrete Pavement, gyratory mix, Existing ground

SUBEXCAVATION, TYPE 2 LAYOUT DETAIL

"MAIN 01"

m in m in

C le a r in g L im it

2'

C le a r in g l im it

2'

Geogrid, stabilization, 3' lap (min.)

class 1, type D (woven)

Separation-stabilization geotextile [6] Select borrow

)[4]2.0% (typ.

Asphalt pavement milling, 6-inch depth6" perforated collector pipe

Proposed subgrade

UNDERDRAIN DETAIL (TYP.) FOR SUBEXCAVATION, TYPE 2

"MAIN 01"

6" perforated collector pipe

Subexcavation

)[4]2.0% (typ.

[2] [3]

6" Outlet Pipe

See pavement structural detail on this sheet subexcavation

Bottom of m in

[5]Bottom of collector pipe trench

CL

Filter Rock

FOOTNOTE:

or back on the line where applicable.

Locate outlet pipes to intercept outlet catch basins, culverts, or daylight to ditch ahead[2] atch existing superelevation on all curves. M[1]

1'

)[4] 11' (nominal

1'

)[4] 11' (nominal

113+20 TO 121+30

108+00 TO 111+00

85+50 TO 93+00

24+75 TO 26+00

SUBEXCAVATION TYPE 2

113+20 TO 121+30

108+00 TO 111+00

85+50 TO 93+00

24+75 TO 26+00

See Sheet C.5 for collector pipe trench details.[5]

See staking notes for pavement width, direction of subexcavation slope, and subexcavation depth.[4] learing limits 5-ft outside of outfall location of outlet pipe. Extend c[3] for the top layer of the subexcavation according to Subsection 204.07

Recovered milling or embankment material may be used as backfill material [6]

Revised by Amendment A005.

:5

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T y p ic a l

S e c ti o n

S h e e t o f p w w o r k \d

\m o r a ty p p c t.

d g n

04)

TYPICAL SECTION (SHEET 03 OF

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) C.3

CL

[1] Existing Crown

C le a r in g L im it depth

6" compacted base, aggregate

Recycled

Profile Grade

C le a r in g l im it

Existing ground placed in two equal lifts, tack coat between lifts compacted depth aggregate, 0.3 to <3 million ESAL , 4"

½-inch or ¾-inch nominal maximum size

Asphalt Concrete Pavement, gyratory mix, Existing ground

SUBEXCAVATION, TYPE 3 LAYOUT DETAIL

"MAIN 01"

m in m in m in

2'2'

Geogrid, stabilization, 3' lap (min.)

class 1, type D (woven)

Separation-stabilization geotextile [6] Select borrow

)[4]2.0% (typ.

Asphalt pavement milling, 6-inch depth

6" perforated collector pipe

Proposed subgrade

UNDERDRAIN DETAIL (TYP.) FOR SUBEXCAVATION, TYPE 3

"MAIN 01"

6" perforated collector pipe

Subexcavation

)[4]2.0% (typ.

See pavement structural detail on this sheet

[5]Bottom of collector pipe trench subexcavation

Bottom of

CL

[2] [3]

6" Outlet Pipe

Filter Rock

FOOTNOTE:

or back on the line where applicable.

Locate outlet pipes to intercept outlet catch basins, culverts, or daylight to ditch ahead[2] atch existing superelevation on all curves. M[1]

141+30 TO 144+00

93+00 TO 101+30

72+10 TO 77+20

SUBEXCAVATION TYPE 3

1'

)[4] 11' (nominal)[4] 11' (nominal

1'

141+30 TO 144+00

93+00 TO 101+30

72+10 TO 77+20

See Sheet C.5 for collector pipe trench details.[5]

See staking notes for pavement width, direction of subexcavation slope, and subexcavation depth.[4] learing limits 5-ft outside of outfall location of outlet pipe. Extend c[3] for the top layer of the subexcavation according to Subsection 204.07

Recovered milling or embankment material may be used as backfill material [6] m in

Revised by Amendment A005.

:5

J u ly

T y p ic a l

S e c ti o n

S h e e t o f p w w o r k \d

\m o r a ty p p c t.

d g n

04)

TYPICAL SECTION (SHEET 04 OF

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) C.4