12048924R0041_0003.pdf

(x)

12048924R0041 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

WASHINGTON DC 20250-0001

1400 INDEPENDENCE AVE SW MS-1138

SPOC NORTHWEST

USDA FOREST SERVICE

08/21/20240003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/30/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

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

The purpose of this amendment is to add the following information to page 3 of the R10

Typical Drawing: "FRP MATERIAL FOR THE RAIL AND DECK WILL BE CONSIDERED AS AN APPROPRIATE

ALTERNATIVE"

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

JASON N. TANAMOR

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

DESIGN HIGH WATER

- MAXIMUM GRADE ℄ BEARING TO ℄ BEARING = 5%

- RUNNING PLANKS AND DECK PLANKS NOT SHOWN FOR

CLARITY

CLEARANCE

SUBSTRUCTURE SHOWN

FOR ILLUSTRATION ONLY.

SEE SHEET 3 FOR

ABUTMENT DETAILS

BANK TREATMENT DEPENDENT

ON SITE CONDITIONS AND TO THE

DISCRETION OF DESIGN

ENGINEER.

NOT TO SCALE

ELEVATION

NOTE:

FOR CONSTRUCTION MATERIAL TRANSPORTATION

PLANNING PURPOSES THE EXPECTED BRIDGE WEIGHTS

ARE 75 - 150 LB/FT. TO BE VERIFIED WITH MANUFACTURER.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

R10

ALASKA REGION

PREFABRICATED

FRP TRAIL BRIDGE

ALASKA REGIONAL

STANDARD

PREFABRICATED FRP

TRAIL BRIDGE PLANNING

AND CRITERIA

09/29/23

A. SPAGNA

A. SPAGNA

K. MCLEOD

-01 01 03

BRIDGE

COLOR

HARDWARE HANDRAIL END POST DECK

STRUCTURE

NUMBER

TRAIL NO.

BRIDGE

LOCATION

BRIDGE

LENGTH

C-C BRNG

BRIDGE SPAN

OUT-TO-OUT

BRIDGE

CLEAR

WIDTH

PEDESTRIAN

LOAD

GROUND

SNOW

LOAD

GALVANIZED/

STAINLESS

ADA

REQUIRED

HEIGHT RUB RAIL TREATMENT VERTICAL DIAGONAL

MATERIAL/

SPECIES

SIZE

TREATMENT

(Y/N) & TYPE

100420-221-1.22

221 MP 1.23 78 ft 80 ft 5 ft 90 psf 130 psf BROWN GAL NA 42" ALASKA

YELLOW

CEDOR OR FRP

NO FRP FRP ALASKA

YELLOW CEDAR

3X12" N

RUNNING PLANK ABUTMENT BACKWALL APPROACHES

STRUCTURE

NUMBER

MATERIAL

/SPECIES

SIZE WIDTH

TREATMENT

(Y/N) &

TYPE

TYPE SIZE

TREATMENT

(Y/N) & TYPE

MATERIAL/

SPECIES

SIZE WIDTH HEIGHT

TREATMENT

(Y/N) &

TYPE

LENGTH

WIDTH

MATERIAL

TYPE

MATERIAL

DEPTH

GEO-

SYNTHETIC

TYPE

COMMENTS

NEAR FAR

100420-221-1.2

NA NA NA NA NA NA NA NA NA ALASKA

YELLOW

CEDAR

X X X NA NA NA NA NA NA

THIS SUPPLY ORDER IS FOR AN FRP SUPERSTRUCTURE BRIDGE THAT MEETS THE REQUIREMENTS, PROVIDE DRAWINGS OF BRIDGE

AS PER THE CONTRACT

FRP MATERIAL FOR THE RAIL AND DECK WILL

BE CONSIDERED AS AN APPROPRIATE

ALTERNATIVE

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