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 11/05/2019 N/A See Block 10

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

69056719B000008

9B. DATED (SEE ITEM 11)

09/30/2019

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).

N/A

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

N/A

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.)

MT PRA GLAC 10(42), GTSR Final Phase

Amendment A005 is issued to revise the following:

PLANS

Page Sheet J.2 Revises treatment requirements for Douglas Fir timber.

ENCLOSURES: Sheet J.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 A005 MT PRA GLAC 10(42), GTSR Final Phase

(RESERVED)

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES

NO SCALE

GENERAL NOTES:

DRAWING TITLE

DRAWING INDEX

SHEET NO.

N

J.2

SITE PLAN

existing trail

Access only from

D e fa u lt c p w w o r k d J .2 M

T P

R A G

L A

C

G

N .D

G N

Existing bridge

Site 12 Site 14

Abutment 1

Abutment 2

Existing trail

Gate Details

Miscellaneous Details 2

Miscellaneous Details 1

Girder Details

General Notes

Plan and Elevation

J.6

J.5

J.4

J.3

J.2

J.1

RG3160-B

TIMBER:

STRUCTURAL STEEL:

DESIGN LOADS:

CONSTRUCTION SPECIFICATIONS:

DESIGN SPECIFICATIONS:

parking lot staging area

St. Mary's Visitor's Center

P

M

N o v e m b e r

AMENDMENT NO. 5

5 11/4/19 AF UPDATED PRESSURE TREATMENT NOTES

- Pentachlorophenol in heavy oil (Type A solvent) or approved equal

- AWPA U1 (use catergory UC3B)

All timber and lumber members:

current AWPA specifications using the treatment materials listed below.

After fabrication, incise and pressure treat all timber members. Conform with the water sources.

Perform all field cuts, bores, and treatment of timber members upland away from accordance with AWPA Specification M4.

Treat all field cuts and bores with 2% solution of copper naphthenate (CuN) in issues by the facility conducting treatment application.

per cubic foor conforming to use category UC3B. Certification of treatment is to be conforming to AWPA P8, P9, and P36 to a minimum net retention of 0.04 pounds glueing, with copper naphthenate (CuN) in Type C carrier (mineral spirits) prior to pressure treatments. Treat Douglas Fir (DF) glued-laminated material, after

Make all dimensional cuts and holes in Doulas Fir (DF) glued-laminated material conducting treatment application.

conformance to these best management practices is to be issued by the facility

Forest Products Lab, Madison, WI (Publications FPL-GTR-122). Certification of the Effect of Preservative Treated Wood in Sensitive Environments published by the

Sensitive Environments. Follow recommendations contained in Guide for Minimizing

Best Management Practices for the Use of Treated Wood in Aquatic and Other

Conform all preservative treating to the Western Wood Preservers Insitute (WWPI)

Furnish preservative treatment conforming to AWPA specification T1-10 and U1-10.

Douglas Fir Glulam (24F-1.8E)

AASHTO LRFD Design Specifications and as specified below:

Furnish glulaminated timber with minimum resistance values in accordance with the conforming to UC3B.

(AWPA) P8, P9, and P36 to a minimum net retention of 0.04 pounds per cubic foot

Type C carrier (mineral spirits) conforming to American Wood Preservers Association

Treat Douglas fir perservative pressure treated with copper napthenate (CuN) in

Douglas Fir (DF) rails, posts, and decking: #1 or better.

Account for field variations when ordering material lengths.

Field verify all span lengths, elevations, and dimensions prior to start of work.

" Ø unless noted.8 1Oversize bolt holes in timber members

Timber sizes given are nominal unless noted otherwise.

A123.

Hot dip galvanize all other hardware and fabrications according to ASTM A153 and

Furnish bolts, nuts, and washers in accordance with ASTM F2329/F2329M.

Furnish nuts and washers conforming to ASTM A563.

dimensionsal requirements of ANSI/ASME B18.21.

Furnish bolts and lag screws conforming to ASTM A307 Grade A and meeting

Welding Code.

Perform all welding for steel components according to ANSI/AWS D1.1 Structural

Provide structural steel shapes and plates conforming to ASTM A36 or better.

Steel: 490 PCF

Timber: 50 PCF

Dead Load:

Snow: 65 PSF

Pedestrian: 90 PSF

Live Load:

Projects, FP-14

Standard Specification for Construction of Roads and Bridges on Federal Highway

Association, 2018 Edition

National Design Specification for Wood Construction, American Forest and Paper

Edition, with 2015 Interims

AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges, 2nd

AASHTO LRFD Bridge Design Specification, 8th Edition, 2017 solvent) or approaved equal in accordance with AWPA Specification M4.

Treat all field cuts and bores with Pentachlorophenol in heavy oil (Type A

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

MT

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019