12026119Q0062_Bridge_Solicitation.pdf

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Steel Road Bridge Federal contract opportunity
Solicitation number
12026119Q0062
Issued by
Department of Agriculture Forest Service R4-Intermountain Region

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INTERMOUNTAIN REGION INSTRUCTIONAL COVER SHEET

ISSUING OFFICE:

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SWINAC ACQUISITION SERVICE CENTER

1249 S. VINNELL WAY STE 200

BOISE, ID 83709

SOLICITATION NO. 12026119Q0062

OFFERS ARE SOLICITED FOR: Supply a Steel Road Bridge for Salmon-Challis National Forest

SET-ASIDE: Total Small Business

IMPORTANT – NOTICE TO QUOTER:

AT A MINIMUM, QUOTER SHALL SUBMIT THE FOLLOWING DOCUMENTS BACK WITH THEIR

RESPONSE TO THIS SOLICITATION:

1. SF-1449 Request For Quotation (Complete, date, and sign)

2. Section I – Schedule of Items (Page 4). (Complete Unit Price and Amount)

3. Offers Information (Page 5)

4. Acknowledgment of Amendment (If Any)

Return to: SWINAC Acquisition Service Center 1249 S. Vinnell Way STE 200 Boise, ID 83709 Solicitation No. 1202NV19Q0024

AN AWARD WILL BE MADE FROM THIS SOLICITATION WHEN THE EVALUATION OF OFFERS HAS

BEEN COMPLETED WHICH IS ANTICIPATED TO OCCUR SHORTLY AFTER THE CLOSING DATE OF THE

SOLICITATION. IN ORDER TO BE CONSIDERED FOR ANY AWARD, IT IS REQUIRED THAT

CONTRACTORS BE REGISTERED, ACTIVE AND VALID IN THE SYSTEM FOR AWARD MANAGEMENT

(SAM) DATABASE AT THE TIME THAT AWARD WILL BE MADE. REFERENCE FAR 52.204‐7 SYSTEM FOR

AWARD MANAGEMENT. IT IS RECOMMENDED THAT IF YOU ARE A CONTRACTOR THAT WILL BE

RESPONDING TO THIS SOLICITATION AND NOT CURRENTLY REGISTERED, ACTIVE AND VALID IN

THE SAM DATABASE, THAT YOU IMMEDIATELY BEGIN THE PROCESS. CONTRACTORS MUST ALSO

MEET THE SMALL BUSINESS SIZE STANDARD OF THE NAIC’S CODE THAT THIS SOLICITATION IS

ISSUED UNDER

THIS IS THE ONLY NOTICE THAT CONTRACTORS WILL GET INSTRUCTING THEM TO COMPLETE THE

SAM REGISTRATION PROCESS IF THEY HAVE NOT

ALREADY DONE SO. THE WEBSITE IS https://www.sam.gov https://www.sam.gov/

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

BOISE ID 83709-1663

1249 S VINNELL WAY STE 200

ATTN JUSTIN HOLLOWAY

SW IDAHO-NEVADA ACQUISITION CENTER

02G3 CODE 16. ADMINISTERED BYCODE

X

X

X

332312

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED OR0261

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

07/12/2019 1300 MT

06/26/2019

208-373-4186JUSTIN HOLLOWAY

(No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

12026119Q0062

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 2 958544OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

CHALLIS ID 83226

HC 63 BOX 1671 HIGHWAY 93

CHALLIS NATIONAL FOREST

USDA FOREST SERVICE

15. DELIVER TO

BOISE ID 83709-1663

1249 S VINNELL WAY STE 200

ATTN JUSTIN HOLLOWAY

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULEX

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

SW IDAHO-NEVADA ACQUISITION CENTER

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Supply and Deliver 24'x 40' steel road bridge and additional components of the bridge Delivery: 09/30/2019 Period of Performance: 06/26/2019 to 10/31/2019

001 Supply and Deliver pre-fabricated steel bridge 24' x 40' and concrete grade beams.

*Delete Timber wear surface shown on plans Product/Service Code: 5420 Continued ...

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

X

XX

DATED

JUSTIN E. HOLLOWAY

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT:

REF.

justinholloway Highlight justinholloway Highlight justinholloway Highlight

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Product/Service Description: BRIDGES, FIXED EXIT;

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice

Processing Platform (IPP). The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in the previous communications from USDA and Treasury.

All invoices are to be submitted via the electronic Invoice Processing Platform. This is a mandatory requirement initiated by the U.S.

Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm. Please make sure that your company has registered at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish your account.

THE U.S DEPARTMENT OF AGRICULTURE IS A TAX EXEMPT

AGENCY. (EXEMPT FROM STATE AND FEDERAL SALES TAX)

TAX ID NUMBER: 41-0696271. TAX EXEMPT # 4700

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

2 2 of

SCHEDULE OF ITEMS

SECTION B – SUPPLIES

(MUSGROVE BRIDGE)

Salmon-Cobalt Ranger District Salmon-Challis National Forest

Lemhi County, Idaho

ITEM

NO.

DESCRIPTION PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

57101 Prefabricated Bridge Superstructure Supply, Design, Fabricate, and Transport (Includes Railing and Bulkhead) LS 1

55201 32'x18"x36" Precast Concrete Grade Beam CQ 2

63301 Object Markers (Type 3) CQ 4

.Total

Note * next to an Item Number indicates that the quantity shown is a Contract Quantity as defined in FP-03 Specification 109.02. The supplemental specification 109.02 states “contract quantities will be adjusted only when there are errors in the original design of 15% or more.”

12026119Q0062 Musgrove Creek Bridge Solicitation Page 4 of 44

(a) QUOTE ON ALL ITEMS. Only quotes to the nearest cent will be accepted.

(b) SET ASIDE. This Request for quotation is set-aside 100% for small business.

(c) DELIVERY BY: September 30, 2019 Contact: Pete Schuldt Phone Number: 208-756-5121

OFFERORS COMPANY INFORMATION:

Name of Company (please print):

DUN’s Number:

Printed Name of Company Agent:

Signature of Company Agent:

Date:

Phone Number:

Email Address:

12026119Q0062 Musgrove Creek Bridge Solicitation Page 5 of 44

CONTRACT TERMS AND CONDITIONS

FAR 52.212-4 Contract Terms and Conditions - Commercial Items. (OCT 2018)

ADDENDUM TO FAR CLAUSE 52.212-4, CONTRACT TERMS AND

CONDITIONS—COMMERCIAL ITEMS (INCORPORATED BY REFERENCE ON STANDARD

FORM 1449)

CLAUSES INCORPORATED BY REFERENCE

52.204-13 – System for Award Management Maintenance. (Oct 2018)

52.232-39 – Unenforceability of Unauthorized Obligations. (Jun 2013)

52.232-40 Providing Accelerated Payments to Small Business Subcontractors. (DEC 2013)

CLAUSES INCORPORATED BY FULL TEXT

FAR 52.252-2 Clauses Incorporated by Reference (Feb 1998) This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): http://farsite.hill.af.mil.

(End of Clause)

12026119Q0062 Musgrove Creek Bridge Solicitation Page 6 of 44 http://farsite.hill.af.mil/

52.212-5-- Contract Terms and Conditions Required to Implement Statutes or Executive Orders -- Commercial Items (May 2019)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

(1) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and

Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

(3) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015)

(4) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(5) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Public Laws 108-77, 108-78 (19 U.S.C. 3805 note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the contracting officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

___ (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (Sept 2006), with Alternate I (Oct 1995) (41 U.S.C. 4704 and 10 U.S.C. 2402).

___ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509).

___ (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub L. 111-5) (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009).

_X_ (4) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Oct 2018) (Pub. L. 109-282) (31 U.S.C. 6101 note).

___ (5) [Reserved]

___ (6) 52.204-14, Service Contract Reporting Requirements (Oct 2016) (Pub. L.

111-117, section 743 of Div. C).

___ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

12026119Q0062 Musgrove Creek Bridge Solicitation Page 7 of 44

___ (8) 52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (Oct 2015) (31 U.S.C.

6101 note).

_X_(9) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (Oct 2018) (41 U.S.C. 2313).

___ (10) [Reserved]

___ (11) (i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (Nov 2011) (15 U.S.C. 657a).

___ (ii) Alternate I (Nov 2011) of 52.219-3.

___ (12) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (Oct 2014) (if the offeror elects to waive the preference, it shall so indicate in its offer)(15 U.S.C. 657a).

___ (ii) Alternate I (Jan 2011) of 52.219-4.

___ (13) [Reserved]

_X_ 14) (i) 52.219-6, Notice of Total Small Business Aside (Nov 2011) (15 U.S.C. 644).

___ (ii) Alternate I (Nov 2011).

___ (iii) Alternate II (Nov 2011).

___ (15) (i) 52.219-7, Notice of Partial Small Business Set-Aside (June 2003) (15 U.S.C.

644).

___ (ii) Alternate I (Oct 1995) of 52.219-7.

___ (iii) Alternate II (Mar 2004) of 52.219-7.

___ (16) 52.219-8, Utilization of Small Business Concerns (Oct 2018) (15 U.S.C.

637(d)(2) and (3)).

___ (17) (i) 52.219-9, Small Business Subcontracting Plan (Aug 2018) (15 U.S.C. 637 (d)(4)).

___ (ii) Alternate I (Nov 2016) of 52.219-9.

___ (iii) Alternate II (Nov 2016) of 52.219-9.

___ (iv) Alternate III (Nov 2016) of 52.219-9.

___ (v) Alternate IV (Aug 2018) of 52.219-9.

___ (18) 52.219-13, Notice of Set-Aside of Orders (Nov 2011) (15 U.S.C. 644(r)).

___ (19) 52.219-14, Limitations on Subcontracting (Jan 2017) (15 U.S.C. 637(a)(14)).

12026119Q0062 Musgrove Creek Bridge Solicitation Page 8 of 44

___ (20) 52.219-16, Liquidated Damages—Subcontracting Plan (Jan 1999) (15 U.S.C.

637(d)(4)(F)(i)).

___ (21) 52.219-27, Notice of Service-Disabled Veteran-Owned Small Business Set-Aside (Nov 2011) (15 U.S.C. 657f).

_X_(22) 52.219-28, Post Award Small Business Program Rerepresentation (Jul 2013) (15 U.S.C. 632(a)(2)).

___ (23) 52.219-29, Notice of Set-Aside for, or Sole Source Award to, Economically Disadvantaged Women-Owned Small Business Concerns (Dec 2015) (15 U.S.C. 637(m)).

___ (24) 52.219-30, Notice of Set-Aside for, or Sole Source Award to, Women-Owned Small Business Concerns Eligible Under the Women-Owned Small Business Program (Dec 2015) (15 U.S.C. 637(m)).

_X_(25) 52.222-3, Convict Labor (June 2003) (E.O. 11755).

_X_(26) 52.222-19, Child Labor—Cooperation with Authorities and Remedies (Jan 2018) (E.O. 13126).

_X_(27) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

_X_(28) (i) 52.222-26, Equal Opportunity (Sep 2016) (E.O. 11246).

___ (ii) Alternate I (Feb 1999) of 52.222-26.

___ (29) (i) 52.222-35, Equal Opportunity for Veterans (Oct 2015) (38 U.S.C. 4212).

___ (ii) Alternate I (July 2014) of 52.222-35.

_X_ (30) (i) 52.222-36, Equal Opportunity for Workers with Disabilities (Jul 2014) (29 U.S.C. 793).

___ (ii) Alternate I (July 2014) of 52.222-36.

___ (31) 52.222-37, Employment Reports on Veterans (Feb 2016) (38 U.S.C. 4212).

___ (32) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496).

_X_ (33) (i) 52.222-50, Combating Trafficking in Persons (JAN 2019)

(22 U.S.C. chapter 78 and E.O. 13627).

___ (ii) Alternate I (Mar 2015) of 52.222-50, (22 U.S.C. chapter 78 and E.O. 13627).

___ (34) 52.222-54, Employment Eligibility Verification (Oct 2015). (E. O. 12989). (Not applicable to the acquisition of commercially available off-the-shelf items or certain other types of commercial items as prescribed in 22.1803.)

12026119Q0062 Musgrove Creek Bridge Solicitation Page 9 of 44

___ (35) (i) 52.223-9, Estimate of Percentage of Recovered Material Content for EPA-Designated Items (May 2008) (42 U.S.C. 6962(c)(3)(A)(ii)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

___ (ii) Alternate I (May 2008) of 52.223-9 (42 U.S.C. 6962(i)(2)(C)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

___ (36) 52.223-11, Ozone-Depleting Substances and High Global Warming Potential Hydrofluorocarbons (Jun 2016) (E.O.13693).

___ (37) 52.223-12, Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air Conditioners (Jun 2016) (E.O. 13693).

___ (38) (i) 52.223-13, Acquisition of EPEAT® -Registered Imaging Equipment (Jun 2014) (E.O.s 13423 and 13514

___ (ii) Alternate I (Oct 2015) of 52.223-13.

___ (39) (i) 52.223-14, Acquisition of EPEAT® -Registered Television (Jun 2014) (E.O.s 13423 and 13514).

___ (ii) Alternate I (Jun 2014) of 52.223-14.

___ (40) 52.223-15, Energy Efficiency in Energy-Consuming Products (Dec 2007) (42 U.S.C. 8259b).

___ (41) (i) 52.223-16, Acquisition of EPEAT® -Registered Personal Computer Products (Oct 2015) (E.O.s 13423 and 13514).

___ (ii) Alternate I (Jun 2014) of 52.223-16.

_X_(42) 52.223-18, Encouraging Contractor Policies to Ban Text Messaging while Driving (Aug 2011) (E.O. 13513).

___ (43) 52.223-20, Aerosols (Jun 2016) (E.O. 13693).

___ (44) 52.223-21, Foams (Jun 2016) (E.O. 13696).

___ (45) (i) 52.224-3, Privacy Training (Jan 2017) (5 U.S.C. 552a).

___ (ii) Alternate I (Jan 2017) of 52.224-3.

___ (46) 52.225-1, Buy American--Supplies (May 2014) (41 U.S.C. chapter 83).

_X_ (47) (i) 52.225-3, Buy American--Free Trade Agreements--Israeli Trade Act (May 2014) (41 U.S.C. chapter 83, 19 U.S.C. 3301 note, 19 U.S.C. 2112 note, 19 U.S.C. 3805 note, 19 U.S.C. 4001 note, Pub. L. 103-182, 108-77, 108-78, 108-286, 108-302, 109-53, 109-169, 109-283, 110-138, 112-41, 112-42, and 112-43).

___ (ii) Alternate I (May 2014) of 52.225-3.

___ (iii) Alternate II (May 2014) of 52.225-3.

12026119Q0062 Musgrove Creek Bridge Solicitation Page 10 of 44

_X_ (iv) Alternate III (May 2014) of 52.225-3.

___ (48) 52.225-5, Trade Agreements (Aug 2018) (19 U.S.C. 2501, et seq., 19 U.S.C.

3301 note).

_X_ 49) 52.225-13, Restrictions on Certain Foreign Purchases (June 2008) (E.O.’s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

___ (50) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Oct 2016) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

___ (51) 52.226-4, Notice of Disaster or Emergency Area Set-Aside (Nov 2007) (42 U.S.C. 5150).

___ (52) 52.226-5, Restrictions on Subcontracting Outside Disaster or Emergency Area (Nov 2007) (42 U.S.C. 5150).

___ (53) 52.232-29, Terms for Financing of Purchases of Commercial Items (Feb 2002) (41 U.S.C. 4505), 10 U.S.C. 2307(f)).

___ (54) 52.232-30, Installment Payments for Commercial Items (Jan 2017) (41 U.S.C.

4505, 10 U.S.C. 2307(f)).

_X_(55) 52.232-33, Payment by Electronic Funds Transfer--System for Award Management (Oct 2018) (31 U.S.C. 3332).

___ (56) 52.232-34, Payment by Electronic Funds Transfer—Other Than System for Award Management (Jul 2013) (31 U.S.C. 3332).

___ (57) 52.232-36, Payment by Third Party (May 2014) (31 U.S.C. 3332).

___ (58) 52.239-1, Privacy or Security Safeguards (Aug 1996) (5 U.S.C. 552a).

___ (59) 52.242-5, Payments to Small Business Subcontractors (Jan 2017) (15 U.S.C.

637(d)(13)).

___ (60) (i) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Feb 2006) (46 U.S.C. Appx 1241(b) and 10 U.S.C. 2631).

___ (ii) Alternate I (Apr 2003) of 52.247-64.

___ (iii) Alternate II (Feb 2006) of 52.247-64.

(c) The Contractor shall comply with the FAR clauses in this paragraph (c), applicable to commercial services, that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or executive orders applicable to acquisitions of commercial items:

___ (1) 52.222-17, Nondisplacement of Qualified Workers (May 2014) (E.O. 13495)

12026119Q0062 Musgrove Creek Bridge Solicitation Page 11 of 44

___ (2) 52.222-41, Service Contract Labor Standards (Aug 2018) (41 U.S.C. chapter 67.).

___ (3) 52.222-42, Statement of Equivalent Rates for Federal Hires (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

___ (4) 52.222-43, Fair Labor Standards Act and Service Contract Labor Standards -- Price Adjustment (Multiple Year and Option Contracts) (Aug 2018) (29 U.S.C.206 and 41 U.S.C. chapter 67).

___ (5) 52.222-44, Fair Labor Standards Act and Service Contract Labor Standards -- Price Adjustment (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

___ (6) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Requirements (May 2014) (41 U.S.C. chapter 67).

___ (7) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Requirements (May 2014) (41 U.S.C. chapter 67).

___ (8) 52.222-55, Minimum Wages Under Executive Order 13658 (Dec 2015) (E.O.

13658).

___ (9) 52.222-62, Paid Sick Leave Under Executive Order 13706 (JAN 2017) (E.O.

13706).

___ (10) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations. (May 2014) (42 U.S.C. 1792).

(d) Comptroller General Examination of Record The Contractor shall comply with the provisions of this paragraph (d) if this contract was awarded using other than sealed bid, is in excess of the simplified acquisition threshold, and does not contain the clause at 52.215-2, Audit and Records -- Negotiation.

(1) The Comptroller General of the United States, or an authorized representative of the Comptroller General, shall have access to and right to examine any of the Contractor’s directly pertinent records involving transactions related to this contract.

(2) The Contractor shall make available at its offices at all reasonable times the records, materials, and other evidence for examination, audit, or reproduction, until 3 years after final payment under this contract or for any shorter period specified in FAR Subpart 4.7, Contractor Records Retention, of the other clauses of this contract. If this contract is completely or partially terminated, the records relating to the work terminated shall be made available for 3 years after any resulting final termination settlement. Records relating to appeals under the disputes clause or to litigation or the settlement of claims arising under or relating to this contract shall be made available until such appeals, litigation, or claims are finally resolved.

(3) As used in this clause, records include books, documents, accounting procedures and practices, and other data, regardless of type and regardless of form. This does not require

12026119Q0062 Musgrove Creek Bridge Solicitation Page 12 of 44 the Contractor to create or maintain any record that the Contractor does not maintain in the ordinary course of business or pursuant to a provision of law.

(e)

(1) Notwithstanding the requirements of the clauses in paragraphs (a), (b), (c) and (d) of this clause, the Contractor is not required to flow down any FAR clause, other than those in this paragraph (e)(1) in a subcontract for commercial items. Unless otherwise indicated below, the extent of the flow down shall be as required by the clause—

(i) 52.203-13, Contractor Code of Business Ethics and Conduct (Jan 2019) (41 U.S.C. 3509).

(ii) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(iii) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and

Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

(iv) 52.219-8, Utilization of Small Business Concerns (Oct 2018) (15 U.S.C.

637(d)(2) and (3)), in all subcontracts that offer further subcontracting opportunities. If the subcontract (except subcontracts to small business concerns) exceeds $700,000 ($1.5 million for construction of any public facility), the subcontractor must include 52.219-8 in lower tier subcontracts that offer subcontracting opportunities.

(v) 52.222-17, Nondisplacement of Qualified Workers (May 2014) (E.O. 13495).

Flow down required in accordance with paragraph (1) of FAR clause 52.222-17.

(vi) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

(vii) 52.222-26, Equal Opportunity (Sep 2016) (E.O. 11246).

(viii) 52.222-35, Equal Opportunity for Veterans (Oct 2019) (38 U.S.C. 4212).

(ix) 52.222-36, Equal Opportunity for Workers with Disabilities (Jul 2014) (29 U.S.C. 793).

(x) 52.222-37, Employment Reports on Veterans (Feb 2016) (38 U.S.C. 4212).

(xi) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496). Flow down required in accordance with paragraph (f) of FAR clause 52.222-40.

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(xii) 52.222-41, Service Contract Labor Standards (Aug 2018), (41 U.S.C. chapter 67).

(xiii) (A) 52.222-50, Combating Trafficking in Persons (Jan 2019) (22 U.S.C.

chapter 78 and E.O. 13627).

(B) Alternate I (Mar 2015) of 52.222-50 (22 U.S.C. chapter 78 E.O. 13627).

(xiv) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Requirements (May 2014) (41 U.S.C. chapter 67.)

(xv) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Requirements (May 2014) (41 U.S.C.

chapter 67)

(xvi) 52.222-54, Employment Eligibility Verification (Oct 2015) (E. O. 12989).

(xvii) 52.222-55, Minimum Wages Under Executive Order 13658 (Dec 2015).

(xviii) 52.222-62, Paid sick Leave Under Executive Order 13706 (JAN 2017) (E.O.

13706).

(xix) (A) 52.224-3, Privacy Training (Jan 2017) (5 U.S.C. 552a).

(B) Alternate I (Jan 2017) of 52.224-3.

(xx) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Oct 2016) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

(xxi) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations. (May 2014) (42 U.S.C. 1792). Flow down required in accordance with paragraph (e) of FAR clause 52.226-6.

(xxii) 52.247-64, Preference for Privately-Owned U.S. Flag Commercial Vessels (Feb 2006) (46 U.S.C. Appx 1241(b) and 10 U.S.C. 2631). Flow down required in accordance with paragraph (d) of FAR clause 52.247-64.

(2) While not required, the Contractor may include in its subcontracts for commercial items a minimal number of additional clauses necessary to satisfy its contractual obligations.

(End of Clause)

12026119Q0062 Musgrove Creek Bridge Solicitation Page 14 of 44

/s/ Chad Porter, PE 3/29/2019

12026119Q0062 Musgrove Creek Bridge Solicitation Page 15 of 44

AutoCAD SHX Text %%UBRIDGE No. 60055-33.6

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SALMON-CHALLIS NATIONAL FOREST

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DATE

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DATE

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DIRECTOR, ENGINEERING

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FOREST SUPERVISOR

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APPROVED

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%%UMUSGROVE CREEK

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BRIDGE PLAN G-014

AutoCAD SHX Text MATERIALS, CONSTRUCTION & WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS. AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.

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GENERAL NOTES

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CONSTRUCTION SPECIFICATIONS

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PLAN DIMENSIONS & ELEVATIONS

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DESIGN NOTES

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DESIGN SPECIFICATIONS

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DESIGN

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DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800

AutoCAD SHX Text DESIGN: THE SUPERSTUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING

AutoCAD SHX Text DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 3 WEEKS PRIOR TO FABRICATION.

AutoCAD SHX Text ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND A.A.S.H.T.O. SPECIFICATIONS

AutoCAD SHX Text REINFORCED CONCRETE: CLASS A(AE) f'c = 4500 psi min : CLASS A(AE) f'c = 4500 psi min REINFORCING STEEL: ASTM A615 GRADE 60 ASTM A615 GRADE 60 STEEL SUPERSTURCTURE: WEATHER A588 STEEL GIRDERS.: WEATHER A588 STEEL GIRDERS.

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1) SUPPLY NEW PRECAST CONCRETE FOOTINGS, MODULAR STEEL BRIDGE SUPERSTRUCTURE, NEW SUPPLY NEW PRECAST CONCRETE FOOTINGS, MODULAR STEEL BRIDGE SUPERSTRUCTURE, NEW STEEL BULKHEADS, AND ALL REQUIRED APPURTENANT ITEMS NEEDED TO RENDER A COMPLETE BRIDGE SYSTEM IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS.

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SHEET NO. TITLE

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INDEX TO PLANS

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GRADE BEAM LAYOUT

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VICINITY MAP

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ABUTMENT & OBJECT MARKER DETAILS

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OPTIONAL GRADE BEAM SPLICE DETAILS

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STRUCTURE LAYOUT AND DETAILS

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TITLE SHEET AND INDEX

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SPECIFICATIONS AND SCHEDULE OF ITEMS

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%%UPROJECT DESCRIPTION

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BRIDGE MATERIAL SUPPLY

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FOREST SERVICE

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MUSGROVE CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 60055-33.6

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TITLE SHEET AND INDEX

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SALMON-CHALLIS NATIONAL FOREST

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C.PORTER

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B.RICHINS

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B.RICHINS

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C.PORTER

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LOCATION MAP

PROJECT

THIS

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THIS

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FOREST SERVICE

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MUSGROVE CREEK BRIDGE

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VICINITY MAP

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SALMON-CHALLIS NATIONAL FOREST

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BONNERS FERRY

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SANDPOINT

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COEUR D'ALENE

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MOSCOW

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LEWISTON

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GRANGEVILLE

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WHITE BIRD

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RIGGINS

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NEW MEADOWS

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COUNCIL

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YELLOW PINE

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CASCADE

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NORTH FORK

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SALMON

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LEADORE

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STANLEY

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CLAYTON

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CHALLIS

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MACKAY

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LOWMAN

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WEISER

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EMMETT

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IDAHO CITY

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KETCHUM

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BOISE

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FAIRFIELD

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MOUNTAIN HOME

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BUHL

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TWIN FALLS

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BURLEY

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DUBOIS

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ISLAND PARK

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ST. ANTHONY

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ASHTON

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DRIGGS

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IDAHO FALLS

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POCATELLO

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SODA SPRINGS

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MALAD

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MONTPELIER

IDAHO

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DRAWING NUMBER

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FOREST SERVICE

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MUSGROVE CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 60055-33.6

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SPECIFICATIONS & SCHEDULE OF ITEMS

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SALMON-CHALLIS NATIONAL FOREST

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C.PORTER

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B.RICHINS

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B.RICHINS

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C.PORTER

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SCHEDULE OF ITEMS::

AutoCAD SHX Text LOAD RATING 1. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL LEGAL VEHICLES. STEEL BULKHEAD 1. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HYDROLOGY & HYDRAULICS 1. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. CONCRETE 1. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". 2. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 3. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. TIMBER NOTES: ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING RULES NO. 17. EACH ITEM SHALL CONFORM TO THE PARAGRAPH NUMBER LISTED IN THE BILL OF MATERIAL. ALL LUMBER OVER 2" NOMINAL THICKNESS SHALL BE INCISED ON ALL FOUR SIDES AND ALL 2" NOMINAL LUMBER SHALL BE INCISED ON TWO FACES ONLY. MEMBERS TOO LARGE FOR MACHINE INCISING SHALL BE MANUALLY INCISED. ALL FABRICATION AND INCISING OF THE GLUED-LAMINATED MEMBERS, SHALL BE DONE PRIOR TO TREATMENT. ALL TREATMENT SHALL BE IN ACCORDANCE WITH AASHTO M133 AND SHALL BE PRESSURE TREATED BY THE EMPTY CELL PROCESS IN ACCORDANCE WITH ALL REQUIREMENTS OF AWPA U1-08 WITH COPPER NAPTHENATE (CuN) OR PENTACHLOROPHENOL (PCP-A, HEAVY OIL). THE MINIMUM PRESERVATIVE RETENSIONS (pcf) FOR SOLID SAWN TIMBER AND GLUED-LAMINATED TIMBER SHALL CONFORM TO AWPA USE CATAGORY UC4B GROUND CONTACT OR FRESH WATER FOR COASTAL DOUGLAS-FIR. ALL SAWN LUMBER SUPPLIED FOR THIS BRIDGE SHALL BE 100% FREE OF HEART CENTER AND HAVE A MOISTURE CONTENT LESS THAN 19% PRIOR TO TREATMENT. SPECIAL NOTE: ALL MATERIALS SHALL BE PRODUCED IN COMPLIANCE WITH "BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN BEST MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT EDITION. ", CURRENT EDITION. ALL TIMBER MUST BE CERTIFIED FOR GRADE, SPECIES AND TREATMENT PRIOR TO ANY PAYMENT TO THE CONTRACTOR.

SPECIFICATIONS:

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%%UTYPICAL SECTION

AutoCAD SHX Text 3"x12" TIMBER RUNNING PLANKS

AutoCAD SHX Text 1 1/4" DIA. X 17" ANCHOR BOLTS WITH PLATE WASHERS & NUTS. TYPICAL 2 PLACES PER BEARING DEVICE

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C/L BRIDGE

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ABUT 2 L.O.L. STA. 1+44.00

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ABUT 1 L.O.L. STA 1+04.00

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C/L BRIDGE = C/L CONST.

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CENTERLINE GIRDER (TYP)

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%%UGIRDER LAYOUT

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PRECAST CONCRETE ABUTMENT, TYP (SEE SHEET 6 AND 7 FOR DETAILS)

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CRUSHED AGGREGATE BASE COURSE, TYP

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4 1/4" X 7 GAGE GALVANIZED BRIDGE DECK

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BRIDGE RAIL (SEE DETAIL)

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DIAPHRAGM @ SPAN C/L

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FLARED END SECTIONS A588, TYP.

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MUSGROVE CREEK

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GIRDER, TYP

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A588 STEEL GIRDER

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FIELD WELD

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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.

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(2) 3/4" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)

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GIRDERS, ASTM A-588

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STRUCTURE LAYOUT AND DETAILS

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NTS

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C/L ROADWAY C/L STRUCTURE

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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE SHEET 5 FOR DETAILS)

AutoCAD SHX Text C/L G.B.

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C/L ROADWAY C/L STRUCTURE

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PRECAST CONCRETE GRADE BEAM

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#4 HOOPS SEE GRADE BEAM ELEVATION VIEW FOR SPACING

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PRECAST CONCRETE GRADE BEAM

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SEE GRADE BEAM SECTION VIEW

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#4 HOOPS

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(1) #4 EACH FACE

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(4) #8 TOP AND BOTTOM

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#8 TOP AND BOTTOM

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#4 HOOPS

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(1) #4 EACH FACE

AutoCAD SHX Text 6" WIDE X 3/4" THICK STEEL WELD PLATE RUNNING THE LENGTH OF THE FOOTING AND EMBEDDED INTO THE FOOTING WITH STEEL STRAPS. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.

AutoCAD SHX Text 6" WIDE X 3/4" THICK STEEL WELD PLATE RUNNING THE LENGTH OF THE FOOTING AND EMBEDDED INTO THE FOOTING WITH STEEL STRAPS. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.

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DRAWING NUMBER

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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MUSGROVE CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 60055-33.6

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GRADE BEAM LAYOUT

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SALMON-CHALLIS NATIONAL FOREST

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C.PORTER

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B.RICHINS

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B.RICHINS

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C.PORTER

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12026119Q0062 Musgrove Creek Bridge Solicitation Page 20 of 44

OPTIONAL GRADE BEAM SPLICE DETAILS NTS

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ELEVATION

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BOTTOM OF GRADE BEAM SEGMENT

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BOTTOM OF GRADE BEAM SEGMENT

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BOTTOM OF GRADE BEAM SEGMENT

AutoCAD SHX Text BAR 3"x "x10"38"x10"

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AutoCAD SHX Text 34" x 2" BOLTS (A325)W/ " x 1 " VERTICAL 78" x 1 " VERTICAL 12" VERTICAL SLOTS IN FLANGES, TYP.

AutoCAD SHX Text P/L "x16" x 38"x16" x 1'-0" WITH " 78" HOLES

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PLAN SECTION

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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(4) " X 6" 12" X 6"HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING TYP. EACH ANGLE

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(4) x 6" 12 x 6"HEADED CONCRETE ANCHORS @ 4" VERT. SPACING

AutoCAD SHX Text 34" x 6" HILTI HAS-EROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM.

AutoCAD SHX Text L3x3x x 38 x 1'-0", TYP.

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ELEVATION

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PLAN SECTION

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ELEVATION

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PLAN SECTION

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FIELD WELD ALTERNATIVE

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FIELD BOLT ALTERNATIVE

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POST-INSTALLED ANCHOR ALTERNATIVE

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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MUSGROVE CREEK BRIDGE

AutoCAD SHX Text BRIDGE No. 60055-33.6

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OPTIONAL GRADE BEAM SPLICE DETAILS

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SALMON-CHALLIS NATIONAL FOREST

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C.PORTER

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B.RICHINS

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B.RICHINS

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C.PORTER

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ABUTMENT ELEVATION DETAIL

NTS

12026119Q0062 Musgrove Creek Bridge Solicitation Page 21 of 44

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PRECAST CONCRETE GRADE BEAM (SEE SHEETS 6 AND 7 FOR DETAILS)

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6-INCH COMPACTED DEPTH CRUSHED AGGREGATE BASE COURSE

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GUARDRAIL ASSEMBLY (SEE SHEET 5 FOR DETAILS)

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CORRUGATED STEEL BRIDGE DECK (SEE SHEET 5 FOR DETAILS)

AutoCAD SHX Text TREATED 3"x12" DOUGLAS FIR RUNNING PLANKS

AutoCAD SHX Text 8 GAUGE STEEL SHEET PILE BULKHEAD WITH COLD TAR EPOXY (BLACK) COATING (SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL), ATTACHMENT TO STRINGER BY SUPERSTRUCTURE DESIGN (SEE DESIGN SPECIFICATIONS ON SHEET 3)

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TYPE 3 OBJECT MARKER

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1/2" DIA. X 9" BOLTS WITH 2 PLATE WASHERS

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%%UOBJECT MARKER DETAIL

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*INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER.

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(NO SCALE)

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R.H. MARKER SHOWN

AutoCAD SHX Text OBJECT MARKERS: TYPE 3 SHALL BE 12" X 36" WITH REFLECTIVE STRIP : TYPE 3 SHALL BE 12" X 36" WITH REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE ALUMINUM SHEET. REFLECTIVE STRIPS SHALL BE 3M HIGH INTENSITY PRISMATIC TYPE IV, WITH CLEAR OVERLAY FILM OR EQUAL. MOUNT OBJECT MARKER ON 6-3/4" X 7-1/2" X 7'-6" GLUED-LAMINATED GUARD POST. INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER. SEE BRIDGE LAYOUT ON SHEET 5.

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