W912PP25BA001 N80 Earth Covered Magazine - Amendment 002.pdf

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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

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

CHECK ONE 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.

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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

Design Bid Build N80 EARTH COVERED MAGAZINE, WHITE SANDS MISSILE RANGE, DOÑA ANA COUNTY, NEW

MEXICO

1.This is Amendment No. 0002 to Solicitation No. W912PP25BA001. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP25BA001

1 2

08/25/2025

08/28/2025

W912PP25BA001

AMENDMENT No. 0002

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

PROJECT TABLE OF CONTENTS, Pg 3 PROJECT TABLE OF CONTENTS, Pg 3

00 10 00 – SOLICITATION OFFERE AND

AWARD, SF1442 Pg 1

00 10 00 – SOLICITATION OFFERE AND

AWARD, SF1442 Pg 1

00 10 00 – SOLICITATION OFFERE AND

AWARD, Proposal Schedule Pg 3

00 10 00 – SOLICITATION OFFERE AND

AWARD, Proposal Schedule Pg 3

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.211-10 Commencement, Prosecution, and Completion of Work

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.211-10 Commencement, Prosecution, and Completion of Work

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.217-9 Option to Extend the Term of the Contract.

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.217-9 Option to Extend the Term of the Contract.

00 73 00 - SUPPLEMENTARY CONDITIONS,

DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions

01 45 00 – QUALITY CONTROL, Pg 8 01 45 00 – QUALITY CONTROL, Pg 8

Appendix C: N79 GEOTECHNICAL REPORT

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

C-101 - SITE AREA PLAN C-101.1 - SITE AREA PLAN

CG101 - GRADING PLAN CG101.1 - GRADING PLAN

W912PP25BA001

AMENDMENT No. 0002

Page 2a of 2

CP501 - PAVING DETAILS 1 PORTLAND

CEMENT CONCRETE PAVEMENT

CP501.1 - PAVING DETAILS 1 PORTLAND

CEMENT CONCRETE PAVEMENT

S-001 – GENERAL NOTES S-001.1 – GENERAL NOTES

S-203 – BUILDING SECTIONS S-203.1 – BUILDING SECTIONS

S-303 – RETAINING WALL “A” FOUNDATION

PLANS AND SECTIONS

S-303.1 – RETAINING WALL “A”

FOUNDATION PLANS AND SECTIONS

S-304 - RETAINING WALL “B” FOUNDATION

PLANS AND SECTION

S-304.1 - RETAINING WALL “B”

FOUNDATION PLANS AND SECTION

M-102 – SSACE MECHANICAL DETAILS AND

SECTIONS

M-102.1 – SSACE MECHANICAL DETAILS

AND SECTIONS

E-211 - ELECTRICAL EQUIPMENT LIGHTS,

PANELS AND MECHANICAL EQUIPMENT

WIRING DETAILS

E-211.1 - ELECTRICAL EQUIPMENT

LIGHTS, PANELS AND MECHANICAL

EQUIPMENT WIRING DETAILS

E-310 - LIGHTNING PROTECTION SYSTEM

GROUNDING TEST WELL, GROUND

CONNECTIONS

E-310.1 - LIGHTNING PROTECTION SYSTEM

GROUNDING TEST WELL, GROUND

CONNECTIONS

////////LAST ITEM////////

N80 EARTH COVERED MAGAZINE SOLICITATION No. W912PP25BA001 White Sands Missile Range, NM Solicitation Specifications

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 MONORAIL HOISTS

DOCUMENT PROJECT Page 3

APPENDICIES

Appendix A BORROW PITS Appendix B

-- End of Project Table of Contents --

Appendix C

CONTRACTORS ROW MAP

N79 GEOTECHNICAL REPORT

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

W912PP25BA001 7/28/2025 1 52

W912PP

W075 ENDIST ALBUQUERQUE

KO CONTRACTING DIVISION, 4101 JEFFERSON PLAZA NE

ALBUQUERQUE, NM 87109-3435

UNITED STATES

DIANA KEERAN, EMAIL: DIANA.M.KEERAN@USACE.ARMY.MIL TELEPHONE: 505-

342-3263

W912PP

W075 ENDIST ALBUQUERQUE

KO CONTRACTING DIVISION, 4101 JEFFERSON PLAZA NE

ALBUQUERQUE, NM 87109-3435

UNITED STATES

DIANA KEERAN 505-342-3263

PROJECT TITLE: N80 EARTH COVERED MAGAZINE FOR WHITE SANDS MISSILE RANGE, DOÑA ANA COUNTY, NEW MEXICO

PROJECT LOCATION: WHITE SANDS MISSILE RANGE

N80 EARTH COVERED MAGAZINE FOR WHITE SANDS MISSILE RANGE, DOÑA ANA COUNTY, NEW MEXICO

THIS ACQUISITION IS AN 8(A) COMPETITIVE SET-ASIDE.

MAGNITUDE OF CONSTRUCTION IS BETWEEN $5,000,000 AND $10,000,000.

BIDS MUST BE DELIVERED NOT LATER THAN THE TIME/DATE SET FOR OPENING IN BLOCK 13A. BIDS RECEIVED AFTER THE TIME SPECIFIED IN BLOCK 13A WILL

NOT BE ACCEPTED. PLEASE SEE INSTRUCTIONS TO OFFERORS FOR MORE INFORMATION.

FUNDS ARE NOT PRESENTLY AVAILABLE FOR THIS ACQUISITION. NO CONTRACT AWARD WILL BE MADE UNTIL APPROPRIATED FUNDS ARE MADE AVAILABLE.

10 300

FAR 52.211-10

1 02:00 PM

local time 28 AUG 2025

11 Sep 2025 l4ecejas Cross-Out

SOLICITATION No. W912PP25BA001

PROPOSAL SCHEDULE

(To be attached to SF 1442)

Item Unit No. Description Quantity Unit Price Amount

BASE BID

0001 Total cost of Minor Construction for Primary Facility, Complete

1 JOB *** $

TOTAL AMOUNT BASE BID $

BID OPTION NO. 1

0002 Geosynthetic Composite Cementitious Mat (GCCM)

1 JOB *** $

TOTAL AMOUNT – BID OPTION NO. 1 $

RECAPITULATION

1. TOTAL AMOUNT - BASE BID $

2. TOTAL AMOUNT - BID OPTION NO. 1 $

3. TOTAL AMOUNT - BASE BID and BID OPTION NO. 1 $

52.228-5 52.228-11 52.228-12 52.228-14 52.228-15 52.228-17 52.229-3 52.232-8 52.232-15 52.232-17 52.232-23 52.232-33 52.232-40 52.244-6 52.246-12 52.253-1

Insurance-Work on a Government Installation.

Individual Surety-Pledge of Assets.

Prospective Subcontractor Requests for Bonds.

Irrevocable Letter of Credit.

Performance and Payment Bonds-Construction.

Individual Surety-Pledge of Assets (Bid Guarantee).

Federal, State, and Local Taxes.

Discounts for Prompt Payment.

Progress Payments Not Included.

Interest.

Assignment of Claims. (Alternate I) Payment by Electronic Funds Transfer-System for Award Management.

Providing Accelerated Payments to Small Business Subcontractors.

Subcontracts for Commercial Products and Commercial Services.

Inspection of Construction.

Computer Generated Forms.

DFARS Clauses Incorporated by Reference

Number

252.201-7000 252.203-7000 252.203-7001 252.203-7002 252.204-7003 252.204-7004 252.204-7012 252.204-7015

252.204-7018

252.204-7020 252.205-7000

252.209-7004

252.215-7002 252.222-7006 252.223-7006 252.223-7008 252.225-7001 252.225-7002 252.225-7012 252.225-7048 252.225-7056

252.225-7058

252.225-7060

252.226-7001

252.227-7033 252.232-7003 252.232-7010 252.236-7000

252.236-7013

252.243-7001 252.243-7002 252.244-7000

252.24 7-7023

Title

Contracting Officer's Representative.

Requirements Relating to Compensation of Former DoD Officials.

Prohibition on Persons Convicted of Fraud or Other Defense-Contract-Related Felonies.

Requirement to Inform Employees ofWhistleblower Rights.

Control of Government Personnel Work Product.

Antiterrorism Awareness Training for Contractors.

Safeguarding Covered Defense Information and Cyber Incident Reporting.

Notice of Authorized Disclosure of Information for Litigation Support.

Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services.

NIST SP 800-171 DoD Assessment Requirements.

Provision of Information to Cooperative Agreement Holders.

Subcontracting with Firms that are Owned or Controlled by the Government of a Country that is a State Sponsor of Terrorism.

Cost Estimating System Requirements.

Restrictions on the Use of Mandatory Arbitration Agreements.

Prohibition on Storage, Treatment, and Disposal of Toxic or Hazardous Materials.

Prohibition of Hexavalent Chromium.

Buy American and Balance of Payments Program.

Qualifying Country Sources as Subcontractors.

Preference for Certain Domestic Commodities.

Export-Controlled Items.

Prohibition Regarding Business Operations with the Maduro Regime.

Postaward Disclosure of Employment of Individuals Who Work in the People's Republic of China.

Prohibition on Certain Procurements from the Xinjiang Uyghur Autonomous Region.

Utilization oflndian Organizations, Indian-Owned Economic Enterprises, and Native Hawaiian Small Business Concerns.

Rights in Shop Drawings.

Electronic Submission of Payment Requests and Receiving Reports.

Levies on Contract Payments.

Modification Proposals--Price Breakdown.

Requirement for Competition Opportunity for American Steel Producers, Fabricators, and Manufacturers.

Pricing of Contract Modifications.

Requests for Equitable Adjustment.

Subcontracts for Commercial Products or Commercial Services.

Transportation of Supplies by Sea.

FAR Clauses Incorporated by Full Text

52.211-10 Commencement, Prosecution, and Completion of Work.

Jan 1997 Feb 2021 Dec 2022 Nov 2014 Jun 2020 Feb 2021 Feb 2013 Feb 2002 Apr 1984 May 2014 May 2014 Oct 2018 Mar 2023 Jan 2025 Aug 1996 Jan 1991

Effective

Date

Dec 1991 Sep 2011 Jan 2023 Dec 2022 Apr 1992 Jan 2023 May 2024 Jan 2023

Jan 2023

Nov 2023 Oct 2024

May 2019

Jan 2025 Jan 2023 Sep 2014 Jan 2023 Feb 2024 Mar 2022 Apr 2022 Jun 2013 Jan 2023

Jan 2023

Jun 2023

Jan 2023

Apr 1966 Dec 2018 Dec 2006 Dec 1991

Jan 2023

Dec 1991 Dec 2022 Nov 2023 Oct 2024

Alternate I Apr 1984

Alternate/

Deviation

Variation

Effective Date

(Apr 1984)

Commencement, Prosecution, and Completion of Work (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within lO[Contracting Officer insert number] calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and ( c) complete the entire work ready for use not later than Refer to Price Schedule and Notes Calendar Days (CD) Basic Requirement Item No. 0001 - 0002 475 CD 545 CD Optional Items, if exercised Item No.

0003 2 additional time 20 CD. Item No. 0004 No additional time Item No. 0005 No additional time Item No. 0006 No additional time Item No. 0007 No additional time Item No. 0008 No additonal time .* The time stated for completion shall include final cleanup of the premises.

* The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

52.211-12 Liqu idated Da mag es-Construction. (Sep 2000)

Liquidated Damages-Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,222.00[Contracting Officer insert amount] for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs ofrepurchase under the Termination clause.

(End of clause)

52.217-9 Option to Exte nd the Te rm of the Contract. (Ma r2000)

Option to Extend the Term of the Contract (Mar 2000)

(a) The Government may extend the term of this contract by written notice to the Contractor within 90[insert the period of time within which the Contracting Officer may exercise the option]; provided that the Government gives the Contractor a preliminary written notice of its intent to extend at least 60 days[60days unless a different number of days is inserted] before the contract expires. The preliminary notice does not commit the Government to an extension.

(b) If the Government exercises this option, the extended contract shall be considered to include this option clause.

(c) The total duration of this contract, including the exercise of any options under this clause, shall not exceed 330 days.

(End of clause)

52.219-14 Limitations on Subc ontracting. (Oct2022)

Limitations on Subcontracting (Oct 2022)

(a) This clause does not apply to the unrestricted portion of a partial set-aside.

(b) Definition. Similarly situated entity, as used in this clause, means a first-tier subcontractor, including an independent contractor, that-

{l) Has the same small business program status as that which qualified the prime contractor for the award ( e.g., for a small business set-aside contract, any small business concern, without regard to its socioeconomic status); and

(2) Is considered small for the size standard under the North American Industry Classification System (NAICS) code the prime contractor assigned to the subcontract.

(c) Applicability. This clause applies only to-

(1) Contracts that have been set aside for any of the small business concerns identified in 19.000(a)(3);

(2) Part or parts of a multiple-award contract that have been set aside for any of the small business concerns identified in 19.000(a)(3);

(3) Contracts that have been awarded on a sole-source basis in accordance with subparts 19.8, 19.13, 19.14, and 19.15;

(4) Orders expected to exceed the simplified acquisition threshold and that are-

(i) Set aside for small business concerns under multiple-award contracts, as described in 8.405-5 and 16.505(b)(2)(i)(F); or

(ii) Issued directly to small business concerns under multiple-award contracts as described in 19.504(c)(l)(ii);

(5) Orders, regardless of dollar value, that are-

(i) Set aside in accordance with subparts 19.8, 19.13, 19.14, or 19.15 under multiple-award contracts, as described in 8.405-5 and 16.505(b)(2)(i)(F);

or

(ii) Issued directly to concerns that qualify for the programs described in subparts 19.8, 19.13, 19.14, or 19.15 under multiple-award contracts, as

________ 565 days.

Section 00 73 00 - Supplementary Conditions

Overall Contract Delivery Period

310 days from Notice to Proceed. If Option is exercised the Period of Performance is 330 days.

FAR Clauses Incorporated by Reference

Number Title

52.247-34 F.o.b. Destination.

DFARS Clauses Incorporated by Full Text

252.232-7006 Wide Area WorkFlow Payment Instructions.

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause-

Effective

Date

Jan 1991

Alternate/

Deviation

(Jan 2023)

Variation

Effective Date

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WA WF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WA WF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DF ARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WA WF access. To access WA WF, the Contractor shall-

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WA WF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WA WF training. The Contractor should follow the training instructions of the WA WF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WA WF. Both can be accessed by selecting the "Web Based Training" link on the WA WF home page at https://wawf.eb.mil/

(e) WA WF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WA WF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WA WF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

l4ecejas Cross-Out l4ecejas Cross-Out l4ecejas Cross-Out l4ecejas Cross-Out l4ecejas Cross-Out

(Contracting Officer: Insert applicable invoice and receiving report document type(s) for fixed price line items that require shipment of a deliverable.)

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2inl, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

(Contracting Officer: Insert either "Invoice 2inl" or the applicable invoice and receiving report document type(s) for fixed price line items for services.)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF "combo" document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WA WF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WA WF Data to be entered in WA WF Pay Official DoDAAC Issue By DoDAAC Admin DoDAAC Inspect By DoDAAC Ship To Code Ship From Code Mark For Code Service Approver (DoDAAC) Service Acceptor (DoDAAC) Accept at Other DoDAAC LPO DoDAAC DCAA Auditor DoDAAC Other DoDAAC(s)

(*Contracting Officer: Insert applicable DoDAAC information. If multiple ship to/acceptance locations apply, insert "See Schedule" or "Not applicable.")

(**Contracting Officer: If the contract provides for progress payments or performance-based payments, insert the DoDAAC for the contract administration office assigned the functions under FAR 42.302(a)(13).)

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements ofDFARS Appendix F.

(g) WA WF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WA WF from the following contracting activity's WA WF point of contact.

(Contracting Officer: Insert applicable information or ''Not applicable.")

(2) Contact the WA WF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

N80 EARTH COVERED MAGAZINE SOLICITATION No. W912PP25BA001 White Sands Missile Range, NM Solicitation Specifications of control, perform submittal review and approval, ensure testing is performed and provide QC certifications and documentation required in this Contract. The QC Manager is responsible for managing and coordinating the three phases of control and documentation performed by the QC Specialists, testing laboratory personnel and any other inspection and testing personnel required by this Contract. The QC Manager is the manager of all QC activities. The QC manager is responsible for notifying the Special Inspector and Special Inspector of Record of activities which require their review. The QC manager is responsible for coordinating the Special Inspection activities, see paragraph CONTRACTOR'S QUALITY CONTROL (QC) MANAGER, in Section 01 45 35 SPECIAL INSPECTIONS.

1.6.2.2 Qualifications

The QC Manager must be an individual with a minimum of 5 years combined experience in the following positions: Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction Contracts which included the major trades that are part of this Contract. The individual must have at least 2 years experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification, safety compliance, and sustainability. The QC Manager must possess at least a Bachelor's degree in engineering, architecture, or construction management, with a minimum of 5 years construction experience as a Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction Contracts which included the major trades that are part of this Contract. The individual must have at least 2 years experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification, safety compliance, and sustainability.

The QC Manager and all members of the QC organization must be capable of reading, writing, and conversing fluently in the English language.

1.6.2.3 Construction Quality Management Training

In addition to the above experience and education requirements, the QC Manager and all members of the QC team must have completed the CQM for Contractors course. If the QC Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Systems Command and the Army Corps of Engineers.

Contact the Contracting Officer for information on the next scheduled class.

The Construction Quality Management Training certificate expires after 5 years. If the QC Manager's certificate has expired, retake the course to remain current.

1.6.3 Organizational Changes

Maintain the QC staff with personnel as required by the specification section at all times. When it is necessary to make changes to the QC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

SECTION 01 45 00 Page 8

Appendix C: N79 Geotechnical Report

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US Army Corps of Engineers

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C-101.1SCALE: 1"=300'

SITE AREA PLAN A1

NORTH

600'0 300'

SURVEY CONTROL

POINT

NM83-CF GRID

NORTHING

(USFT)

NM83-CF GRID

EASTING

(USFT)

NAVD88

ELEVATION

(USFT)

DESCRIPTION

BM1 509394.94 1611882.89 4029.55 BRASS CAP

BM2 509349.73 1614691.87 4039.96 BRASS CAP

SURVEY DATA:

TOPOGRAPHICAL DATA SHOWN ON THESE PLANS WAS PERFORMED BY USACE ALBUQUERQUE

DISTRICT, DATE AUGUST 2024. DISTANCES SHOWN ON THESE DRAWINGS ARE GRID DISTANCES.

COORDINATES ARE REFERENCED TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83(2011), U.S. SURVEY FEET. ELEVATIONS ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988, NAVD88. NORTH IS GRID NORTH.

SURVEY CONTROL

BM1

SURVEY CONTROL

BM2

PROJECT

LOCATION

ENLARGED VIEW - EXISTING CONDITIONS

SCALE:1"=60'

W

SM

R S R

T 220

WSMR P RT 2

WSMR P RT 2

K:

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ST

STAGING AREA

UPON COMPLETION OF

ESTABLISHING TEMPORARY FREE

ZONE FENCING CONTRACTOR

MAY UTILIZE AREA WITHIN FREE

ZONE AS STAGING AREA.

TEMPORARY FREE ZONE

TEMPORARY

SECURITY FENCE

SEE CS101

TEMPORARY

SECURITY FENCE

SEE CS101

BLDG N300

CONSTRUCTION WATER SOURCE

EXISTING HYDRANT. CONTRACTOR

SHALL PROVIDE BACKFLOW PREVENTER

AND ALL NECESSARY ITEMS FOR CONNECTION

IN ACCORDANCE WITH SPECIFICATION

01 50 00. WSMR DPW WILL PERFORM TIE-IN

TO HYDRANT.

S

S

S S

S

S

S S S S S S S

S S S S S S S

S

2:

2:

2:1

2:

2:

1 1.99%

2.00%

2.00% 2.30% 1.79%

7.

3.87%

8.35%

7.39%

5.

2.37%

3.16%

2.

2:1

2:1

2:1

2.28%

1.68%

2.28%

2.36%

2.

2.

11.53 P

11.51 P11.91 P

11.92 P

11.52 P

11.20 P

11.26 P

11.51 P

11.19 P

10.89 P

30.17 FG

30.17 FG

30.28 FG

30.32 FG

12.00 P

12.00 FG

12.00 FG

12.00 FG

12.00 FG

11.99 P 10.07 FG

10.34 FG

10.81 FG

10.28 FG

9.65 FG 10.62 FG

11.18 FG

9.88 FG

10.81 P

10.95 P

10.61 FG

10.04 FG

MATCH EG

MATCH EG

9.74 FG

9.11 FG

10.68 FG

10.97 FG

MATCH EG

30.50 FG 30.50 FG

9.54 FG

1.68% 1.68%

1.30%

3.90%

C COMM H

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ECM FF EL. 4012.00

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CG101.1SCALE: 1"=20'

GRADING PLAN - A1

1. REFERENCE SHEET CS101 FOR POINT AND CURVE COORDINATE DATA.

2. ELEVATIONS SHOWN ON THIS SHEET ARE TRUNCATED ADD 4000'.

GENERAL NOTES

NORTH

20' 40'0

K:

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US Army Corps of Engineers

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CP501.1

SCALE: NOT TO SCALE

DETAILS - PCC JUNCTURESM7

5'-0"

9"

.5

4"5

EDGE OF EXISTING

BITUMINOUS PAVEMENT

TACK COAT

5'-0"

9"

.5

1"

4"5

FINISHED GRADE

3"

3"

TH

IC

KN

ES

S (T

SE

E

SE

C

TI

O N

REINFORCEMENT SHALL BE PROVIDED ONLY IN SLABS DESIGNATED WITH "R",

PER SHEET CP101, AND IN ACCORDANCE WITH THE SPECIFICATIONS.

DISCONTINUE REINFORCEMENT AT ALL JOINTS

SCALE: NOT TO SCALE

SLAB REINFORCEMENT DETAILE11

4" 9"

T

SCALE: NOT TO SCALE

TYPICAL SECTION - PCC PAVEMENTM1

JOINT SEALANT3

REINFORCED STEEL IS NOT CARRIED THROUGH THE JOINT

4.

5"

1 2"

DOWEL (ONE END

PAINTED AND OILED)

BUTT JOINT

JOINT SEALANT 43

3"

REINFORCED STEEL IS NOT CARRIED THROUGH THE JOINT

SCALE: NOT TO SCALE

SAW CUT CONTRACTION JOINTS - TRANSVERSEJ8SCALE: NOT TO SCALE

DOWELD CONSTRUCTION JOINTSJ1

1. FIELD MOLDED JOINT SEALANT SHALL ONLY BE USED TO SEAL JOINTS

BETWEEN NEW PCC PAVEMENT AND EITHER EXISTING HMAC PAVEMENT OR

NEW STRUCTURE.

2. SEALANT RESERVOIR WIDTH SHALL NOT BE LESS THAN 12" OR GREATER THAN

8".

3. TOP OF SEAL SHALL BE 18" BELOW PAVEMENT SURFACE.

4. DEPTH OF INITIAL SAWCUT SHALL BE 14 SLAB THICKNESS ±1

2".

5. DIAMETER OF BACKER MATERIAL IS W + 18".

FIELD MOLDED JOINT SEALANT NOTES

EXPANSION JOINTSCONSTRUCTION JOINTS

1 2"

1"

1 2"

1" JOINT SEALANT

BACKER MATERIAL

NEW PCC PAVEMENT

EXISTING HMAC PAVEMENT OR NEW STRUCTURE

NON-EXTRUDING JOINT FILLER

JOINT SEALANT

BACKER MATERIAL

NEW PCC PAVEMENT

EXISTING HMAC OR PCC PAVEMENT OR

NEW STRUCTURE

BUTTED JOINT

WIDTH

1/

2"

BACKER

MATERIAL

4" ± 18"

SAWED CONTRACTION JOINT

JOINT

SEALANT

SCALE: NOT TO SCALE

FIELD MOLDED JOINT SEALANT DETAILSA1

NEW PCC TO EXISTING HMAC NEW PCC TO FINISHED GRADE

1. THICKENED EDGE EXPANSION JOINTS SHALL BE INSTALLED TO SURROUND

OR TO SEPARATE FROM THE PAVEMENT, ANY STRUCTURES THAT PROJECT

THROUGH, INTO, OR AGAINST THE PAVEMENT SUCH AS BUILDING

FOUNDATIONS, MANHOLES, DRAINAGE INLETS, ETC.

2. EXPANSION JOINTS WIDTHS:

2.1. 3

4 " AT NEW EXPANSION JOINTS BETWEEN NEW-TO-NEW AND

NEW-TO-EXISTING RIGID PAVEMENT.

2.2. 3

4 " AT BUILDING FOUNDATIONS, UTILITY BLOCKOUTS, MANHOLES,

CLEAN-OUTS, ETC.

2.3. 1" AROUND STORM DRAIN TRENCH STRUCTURES.

3. EXPANSION JOINT FILLER SHALL BE PROVIDED FOR THE FULL DEPTH OF THE

JOINT.

4. CARE SHALL BE TAKEN TO ENSURE THAT THE PAVEMENT CONCRETE IS NOT

IN CONTACT, AT ANY POINT, WITH THE ABUTTING STRUCTURE.

5. SEAL EXPANSION JOINTS IN ACCORDANCE WITH SECTIONS, DETAILS, AND

SPECIFICATIONS.

6. DIAMETER OF BACKER MATERIAL IS W + 18 ".

EXPANSION JOINT NOTES

PREFORMED COMPRESSION

JOINT SEALANT

5'-0"

9" 4"

6"

.5

THICKENED

EDGE

FOUNDATION WALL AND FOOTING. SEE STRUCTURAL.

SCALE: NOT TO SCALE

DETAIL - EXPANSION JOINT THICKENED EDGEE1

1. VERIFY SLOPE AND SLOPE DIRECTION OF ALL PAVEMENTS WITH GRADING

PLAN.

2. NEW PCC PAVEMENT IS PLAIN CONCRETE, EXCEPT FOR SLABS MARKED

WITH "R" ON SHEET CP101.

3. EXPANSION JOINT FILLER SHALL BE PROVIDED THE FULL DEPTH OF THE

JOINT TO ENSURE THE PAVEMENT IS NOT IN CONTACT, AT ANY POINT, WITH

THE ABUTTING STRUCTURE.

GENERAL NOTES

SHEET KEYNOTES

1. PORTLAND CEMENT CONCRETE (PCC) PAVEMENT.

2. REINFORCEMENT #4 BAR SPACED AT 18 INCHES ON CENTER EACH WAY.

3. JOINT SEALANT PER DETAIL A1/CP501.

4. DOWEL BAR 0.75 INCH DIAMETER X 16 INCHES LONG AT 12 INCHES ON

CENTER AT CENTER.

5. AGGREGATE BASE COURSE FOR RIGID PAVEMENT COMPACTED TO 95

PERCENT MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH

SECTION 32 11 23.

6. SUBGRADE FOR RIGID PAVEMENT COMPACTED TO 95 PERCENT MAXIMUM

DENSITY AS DETERMINED IN ACCORDANCE WITH SECTION 31 00 00.

7. EXISTING HMAC PAVEMENT.

K:

\W

SM

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\W S3

3\

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_B

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-C P5

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TB

L4

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D

ST

9"

9"

6"6"

6"

1 1

1 1 1

J

J

J

J

E-

1A E-

PP1-2

DISCONNECT

PP1-3

PP1-1

ROOF PANEL

STEM HANGER

BOTTOM OF NEW FLOODLIGHT

LUMINAIRE MOUNT

4470mm (14'- 8") ABOVE GRADE

GFI RECEPTACLE

(TYP. OF 3)

TO LIGHTS

ALL LIGHT CONDUITS

ARE SURFACE MOUNT

TO ELECTRICAL

SERVICE GROUND ROD

CONDUIT 16mm² (#6)

TO GFCI RECEPTACLE

TO TRANSFORMER METER

TO TRANSFORMER

PANEL

PP1

GENERAL NOTES:

HOA

0.88.2 59.7TOTAL TOTAL

TOTAL CONNECTED AMPS A: 68.1 B: 57.8 C: 57.5

21 12

20 12

LOAD SERVED

LOAD (AMPS)

A B

BKR

TRIP

WIRE

SIZE

CKT

NO

PHASE

A C

CKT

NO

WIRE

SIZE

BKR

TRIP

LOAD (AMPS)

A B LOAD SERVED

100A MCB, 120/208V, 3 PHASE, 4 WIRE, 10KAIC MINIMUM, SURFACE MOUNT, SERVICE ENTRANCE RATED

PANELBOARD "PP1"

INTERIOR LIGHTING 6.3

4.0EXTERIOR LIGHTING

LIGHTING - A/C RM

SPACE

0.6

RECEPTACLES - MAGAZINE

RECEPTACLE - A/C RM

DOOR OPERATOR (NOTE 8)

SPARE

3.0

1.5

BC C

CONDENSING UNIT PAC-1 AC

20 30 20.2

20.2

20.2

49.6 56.7

8.6

8.6

SPARE

SPARE

5.9

8.4

0.2

0.2

0.2

B

A

PP1-4

PP1-21

CONDENSING

UNIT

AIR CONDITIONING ROOM

PP1-20

PP1-5

3x35mm²(#1) + 1x35mm² (#1)G/100mm (4") conduit

LED LUMINAIRE

INSTALLATION IN ROOF

PANEL POCKET SHALL

NOT RESTRICT THE

REMOVAL OF THE

DIFFUSER. (TYPICAL)

CONDUIT AND 16mm² (#6) SDBC

TO GFI RECEPTACLE

J

PP1

SPD

NOTES 4, 5

PAC

SURGE PROTECTIVE

TO TRANSFORMER

TO IDS HANDHOLE

SPARE

PAC-1 REHEAT COIL

SPACE

SPACE

NOTE 10,9

NOTE 7, 9

NOTE 9

RUN CONDUIT

THROUGH CEILING

THEN SURFACE

MOUNT TO PANEL

PP1

TO DOOR CONTROLLER

A

A

A

A A

A

A

A

A

A

40 27.9

27.9

27.9

0-- 20

PP1-14

NOTE 6, 9

SINGLE POINT

GROUND BAR

SEE DETAIL 6

ON SHEET E-312

1. ALL INTERIOR CONDUITS, EXTERIOR FLOODLIGHT CONDUITS AND

THE LAST 15 METERS (50') OF UNDERGROUND CONDUITS

ENTERING THE MAGAZINE SHALL BE RIGID METAL CONDUIT.

2. PROVIDE SURGE PROTECTION FOR ALL ELECTRICAL SERVICES

ENTERING AND EXITING THE MAGAZINE INCLUDING EXTERIOR

LIGHTS.

3. VERIFY POWER AND CONTROL ( PROXIMITY SWITCHES)

REQUIREMENTS WITH DOOR MANUFACTURER AND MODIFY

PANELBOARD AND CIRCUITING AS REQUIRED. REFER TO DETAIL

C ON SHEET E-313 FOR DOOR CONTROL DIAGRAM.

4. REFER TO DETAIL D, SHEET E-313 FOR TYPICAL DUCTBANK

DETAIL.

5. ALL EXTERNAL UTILITY AND IDS FERROUS CONDUITS MUST

ENTER VIA WALL NEAR SINGLE POINT GROUND BAR. AT POINT OF

ENTRY INTO THE MAGAZINE, BOND PIPE TO SINGLE POINT

GROUND BAR WITH #2/0 BARE COPPER. SEE DETAIL 4 ON SHEET

E-311.

6. USE 40A-3P DISCONNECT FOR AIR CONDITIONING HEATER COIL.

7. USE 30A-3P DISCONNECT FOR AC .

8. USE 30A-2P DISCONNECT FOR DOOR OPERATION DISCONNECT.

9. CONDUIT BETWEEN MECHANICAL ROOM AND PANEL PP1 INSIDE

THE MAGAZINE MUST BE ROUTED UNDERGROUND.

10. USE 20A-1P DISCONNECT FOR CONDENSING UNIT. UNIT MUST BE

BOUNDED TO GROUND.

E-211.1

EL

EC

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G . R

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.E

AM

R

EV

IS

ED

S C

AL

/2

TO MECHANICAL ROOM

DEVICE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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B MAGAZINE WITH AIR CONDITIONING ELECTRICAL PLAN

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C PANELBOARD SCHEDULE

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E-310 E-312

E-310 E-311

E-310 E-312

E-310 E-312

E-

E-

GROUND TEST WELL

INSTALLATION IN EARTH DETAIL

GROUND ROD DETAIL

E-310.1

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1. LIGHTNING PROTECTION SYSTEM (LPS) SHALL CONFORM TO

NAVSEA OP-5. ALL METAL PARTS, TO INCLUDE

REINFORCEMENT IN FLOOR, PRECAST WALLS AND ROOF

PANELS, LOUVERS, VENTILATORS, DOORS AND DOOR

FRAME, SHALL BE MADE ELECTRICALLY CONTINUOUS BY

BONDING (WELDING) AT 1200mm (50') INTERVALS.

ELECTRICAL CONTINUITY SHALL BE PROVIDED ACROSS

FLOOR EXPANSION AND ISOLATION JOINTS TO FOUNDATION

PEDESTALS AT 1200mm (50') INTERVALS. ELECTRICAL

CONTINUITY BETWEEN WALL AND ROOF PRECAST PANELS,

AND BETWEEN PRECAST WALLS AND CONCRETE PEDESTAL

FOOTING SHALL BE PROVIDED DURING CONSTRUCTION.

2. PROVIDE ORDINANCE GROUND INSERT WITH 70mm² (2/0) BARE COPPER IN 20mm (1/2") PVC CONDUIT TO GROUND

TEST WELL AS INDICATED. PROVIDE NAMEPLATE AND

REMOVABLE TAG. SEE DETAIL F ON SHEET E-313

3. PROVIDE STATIC GROUND INSERT, NAMEPLATE AND

REMOVABLE TAG AS INDICATED. SEE DETAIL 2 ON SHEET

E-311.

4. DOWN CONDUCTORS FROM THE AIR TERMINAL AND

VENTILATOR SHALL COURSE DIRECTLY TO THE SECONDARY

GROUND RING, MINIMIZING CONDUCTOR LENGTH AND

BENDS.

5. SEE DETAIL 5, SHEET E-311 FOR GROUND CONNECTION TO

SHEET METAL (TYPICAL), DETAIL 6, SHEET E-311 FOR

GROUNDING CONDUCTOR SUPPORT DETAILS (TYPICAL). SEE

DETAIL 4 ON SHEET E-312 FOR WALL / FLOOR / ROOF

BONDING DETAIL (TYPICAL), DETAIL 5 ON SHEET S-401 FOR

WALL/ROOF BONDING DETAIL (TYPICAL), DETAIL 5 AND 6 ON

SHEET S-401 FOR WALL/FOOTING BONDING DETAIL

(TYPICAL).

6. GROUNDING RODS MUST NOT BE LOCATED CLOSER THAN

TWO TIMES THE LENGTH OF THE GROUND ROD.

GENERAL NOTES:

NORTH

70mm² (2/0) BARE COPPER BURIED 762mm (30") MIN.

BELOW GRADE (TYP.)

BOND UNDERGROUND RIGID METAL CONDUIT

TO SECONDARY GROUND RING WITH 16mm² (#6) BARE

COPPER AT ALL LOCATIONS THAT CONDUIT

CROSSES GROUND RING.

SEE DETAIL 4 ON SHEET E-311 (TYP).

PVC SLEEVE FOR

SECONDARY GROUND RING.

SEE DETAIL 7 ON SHEET S-401.

GROUND ROD

& TEST WELL

GROUND ROD

& TEST WELL

GROUND ROD

& TEST WELL

GROUND ROD (TYP)

AIR TERMINAL

ATTACH TO

HEADWALL

AIR TERMINAL

AIR TERMINAL

ATTACH TO

VENTILATOR

ROOF CONDUCTOR,

70mm² (2/0) BARE

COPPER

70mm² (2/0)BARE

COPPER BURIED

762mm (30") MIN.

BELOW GRADE

(TYP.)

STATIC

GROUND

INSERT

SINGLE

POINT

GROUND

DOWN

CONDUCTOR,

70mm² (2/0)

BARE COPPER

GROUND ROD

& TEST WELL

EXTENT TEST WELL

BEYOND GRAVEL

SLOPE

UTILITY POWER

GROUND BUS BAR

ORDNANCE

GROUND

INSERT

ATTACHE TO HEAD WALL

REBAR CONNECTION

SINGLE POINT

GROUND BAR

ORDNANCE

GROUND INSERT

ATTACH TO OPPOSITE

SIDES OF VENTILATOR AIR

TERMINAL.

STATIC

GROUND INSERT

70mm² (2/0) BARE

COPPER IN

20mm (1/2") PVC

AIR TERMINAL

ON HEADWALL

BOND UNDERGROUND RIGID

METAL CONDUIT TO SECONDARY

GROUND RING WITH 16mm² (#6) BARE

COPPER AT ALL LOCATIONS

THAT CONDUIT CROSSES

GROUND RING.

ATTACH TO OPPOSITE SIDES OF

VENTILATOR AIR TERMINAL.

ON VENTILATOR

AIR TERMINAL

10' 20'0SCALE: 1"=10'

LIGHNING PROTECTION AND GROUNDING AREAB

NTS

LIGHNING PROTECTION AND GROUNDING AREAA

AWARD, SF1442 Pg 1

00 10 00 – SOLICITATION OFFERE AND

AWARD, Proposal Schedule Pg 3

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.211-10 Commencement, Prosecution, and Completion of Work

00 70 00 – CONDITIONS OF THE

CONTRACT, FAR 52.217-9 Option to Extend the Term of the Contract

00 73 00 - SUPPLEMENTARY CONDITIONS,

DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions

CEMENT CONCRETE PAVEMENT

FOUNDATION PLANS AND SECTIONS

S-304.1 - RETAINING WALL “B”

FOUNDATION PLANS AND SECTION

M-102.1 – SSACE MECHANICAL DETAILS

AND SECTIONS

E-211.1 - ELECTRICAL EQUIPMENT

LIGHTS, PANELS AND MECHANICAL

EQUIPMENT WIRING DETAILS

E-310.1 - LIGHTNING PROTECTION SYSTEM

GROUNDING TEST WELL, GROUND

CONNECTIONS