W9126G21R0037 Amendment 3.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for Fuel Facility Replacement RGAAF; Fort Hood, Texas is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date has been changed to 24 September 2021; at 11:00 a.m.,CT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

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

W9126G21R0037

X 9B. DATED (SEE ITEM 11)

5-Aug-2021

10B. DATED (SEE ITEM 13)

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 Offer is extended,X is not extended.

Offer 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 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)

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.

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16 -Sept-2021

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G21R0037

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G21R0037

CHANGES TO PROPOSAL RECEIPT DATE

1. Proposal Receipt Date: Change the proposal receipt date from "20 September 2021, 11:00 a.m. local time" to "24 September 2021, 11:00 a.m. local time ".

CHANGES TO THE SPECIFICATIONS

2. Replacement Sections: Replace the following section with the accompanying new section of the same number and title bearing the notation W9126G21R0037-0003:

01 00 00.00 44 CONSTRUCTION SCHEDULE

CHANGES TO THE DRAWINGS

3. Replacement Drawings: Replace the drawings listed below with the attached new drawings(s) of the same number, bearing the notation W9126G21R0037-0003:

GI002 DRAWING INDEX (1 OF 2)

CP101 AIRFIELD MARKING PLAN

4. Added Drawings: The following drawings have been added, bearing the notation W9126G21R0037-0003:

CD409 AIRFIELD MARKING REMOVAL PLAN

End of Summary of Changes

DESC2003 Fuels Facility Replacement RGAAF FH21FFR

SECTION 01 00 00.00 44

CONSTRUCTION SCHEDULE

<AMENDMENT NO. 0003>

PART 1 GENERAL

1.1 SCHEDULE

Commence, prosecute, and complete the work under this contract in accordance with the following schedule and Section 00 73 00 CONTRACT CLAUSES COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK and LIQUIDATED

DAMAGES:

Item of Work Commencement of Work

(Calendar days)

Completion of Work

(Calendar days)

Liquidated Damages per calendar days

(1) All work for DESC2003 Fuels Facility Replacement.

See Upon receipt of Notice to Proceed.

730 $ 2,650.35

NOTE: All work on this project shall be completed within the number of calender days stated in Item of Work (1) above, inclusive of all review periods and Government phasing requirements specified. If the Government accepts a proposal for a completion period of lesser duration, and such proposal alters the time periods for review and phasing, the Contract shall be read to include the original periods for review and phasing. If a completion period of lesser duration is proposed and accepted by the Government, the accepted completion period will replace the original construction schedule listed above in the Schedule. If an alternate completion period is proposed, the Bid Schedule must reflect pricing information for the alternate proposed completion period. The liquidated damages stated above will be applied for each calendar day the Contractor exceeds the Contract scheduled duration.

c. Liquidated damages for individual items of work will not be combined. Only the rate of the affected item of work will be assessed.

d. Liquidated damages are not accumulative for multiple phases of work.

** Operation and Maintenance Manuals: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph OPERATION AND MAINTENANCE MANUALS for requirements and withholding amount to ensure completion of O&M Manuals.

*** Record Drawings: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS for requirements and withholding amount to ensure completion of record drawings.

SECTION 01 00 00.00 44 Page 1

W9126G21R0037-0003

1.1.1 Testing of Heating and Air-Conditioning Systems

The times stated for completion of this project includes all required testing specified in appropriate specification sections of heating, air conditioning and ventilation systems including HVAC Commissioning.

Exception: boiler combustion efficiency test, boiler full load tests, cooling tower performance tests, and refrigeration equipment full load tests, when specified in the applicable specifications, shall be performed in the appropriate heating/cooling season as determined by the Contracting Officer.

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)(52.0001-4038 1/96)

a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR 52.249-10 entitled "DEFAULT: (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations.

The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 4 6 4 3 3 4 4 3 4

c. Upon receipt of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph "b", above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)."

SECTION 01 00 00.00 44 Page 2

1.3 CONSTRUCTION PHASING

1.3.1 Phasing Requirements

ALL WORK ON THE AIRFIELD SHALL BE DONE IN TWO PHASES AS SHOWN ON THE

DRAWING.

1.4 WORK RESTRICTIONS

1.4.1 Working Hours

Normal working hours are Monday through Friday, 0630 to 1700 hours, unless otherwise indicated at the preconstruction conference. Requests to work at times other than the stated working hours, including scheduled utility outages discussed below, shall be submitted to the Contracting Officer for approval. Contractor shall not work outside of the above stated working hours without prior written approval of the Contracting Officer.

Notification shall be in writing by email by COB on the Wednesday prior to the weekend to be worked to the Project Engineer and Quality Assurance Representative.

1.4.2 Security Requirements

1.4.2.1 Installation Entrance Requirements

For the duration of this Contract, access to Fort Hood will be delayed between 5 minutes to 30 minutes or more due to increased security precautions, including the checking of vehicle occupants' IDs, vehicle manifests, and the searching of all vehicles. Any general or specific threat to the safety of those working or living at the Installation could result in longer waiting times at the access points to the Installation.

The following are the minimum requirements for contractor employees entering Fort Hood:

a. One form of picture ID.

b. A memo from the construction company on their letterhead stating the reason for entry, contract number, and the location at Fort Hood where the jobsite is located.

c. All delivery trucks must have a bill of lading and delivery truck drivers must have a picture ID.

1.4.3 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.

SECTION 01 00 00.00 44 Page 3

1.5 UTILITIES

1.5.1 Payment for Utility Services

Water, sewer, gas, electricity, and refuse service are available and will be charged to the Contractor at rates as provided in Contract Clause

52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES.

Electricity and gas are privatized and are 3rd party owned by Dominion Privitization Texas LLC. Water and sewer have been privatized and are 3rd party owned (American Water Enterprises (AWE)).

For additional information refernce 01 35 10.00 44 SPECIAL PROJECT

PROCEDURES FOR FORT HOOD.

<AM#0003>

a) Use of Government services:

(1) Contractors must reimburse Government for utilities usage (electricity, gas, water, sewer, and refuse) for admin trailer and construction sites.

(2) A utilities sales agreement must be signed by Contractor prior to connection/use of utilities services.

(3) Contractor must provide all metering devices (per Fort Hood Specification) for trailer and construction project.

(4) Current utilities rates can be obtained from 254-287-7671.

b) Meters and Temporary Connections

The Contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections, distribution lines, and meter bases required to measure the amount of each utility used for the purpose of determining charges. The Contractor shall notify the Contracting Officer, in writing, 5 working days before utility (gas, water, sewer, electricity) connection is desired so that a utilities contract can be established. The Contractor will provide a meter and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. Sewage usage is based on water usage and does not require a meter.

c) Advance Deposit

An advance deposit for utilities consisting of an estimated month's usage or a minimum of $50.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate.

Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit. Notification of the due date for this deposit will be mailed to the Contractor prior to the end of the current fiscal year.

d) Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, the Contractor shall notify the Contracting

SECTION 01 00 00.00 44 Page 4

Officer, in writing, 5 working days before termination is desired.

The Government will take a final meter reading; and thereafter, the Contractor shall disconnect service, and remove the meters.

The Contractor shall also remove all the temporary distribution lines, meter bases, and associated paraphernalia. The Contractor shall pay all outstanding utility bills before final acceptance of the work by the Government.

For Information only:

Below are the contractor rates for FY21. FY22 rates will come out in November.

Electric($/kwh) $0.095

Nat Gas($/MCF)

Firm $5.374

Interruptible $0.000

Water($/Kgal) $7.346

Sewage($/Kgal) $7.751

Refuse($/Tons) $156.101

Collection--> $71.299

Disposal--> $84.803

</AM#0003>

1.5.2 Coordination

For Contractor Telephone And Internet Service, the Contractor shall coordinate with ITBC and the local phone company for contractor telephone and internet service during construction.

1.5.3 Outages

The Contractor shall coordinate all requests for utility outages with the Contracting Officer in writing 14 days prior to date of requested outage:

a. Water and sewer outages shall be held to a maximum duration of 4 hours unless otherwise approved in writing.

b. Gas and electrical outages are prohibited. Connections to gas and electrical lines shall be connected Hot without an outage. The Contractor shall submit a Work Plan for Electrical Connections 14 calendar days before the requested connections.

c. All utility outages shall be scheduled only on Saturdays, Sundays, or holidays unless specific approval is otherwise received.

1.6 PAPERLESS CONTRACT SUBMISSION

a. GENERAL INFORMATION ON PAPERLESS CONTRACT SUBMISSION

SECTION 01 00 00.00 44 Page 5

The goal is to reduce waste, decrease time, decrease associated costs, and to streamline most file transmission procedures.

b. METHODS OF DIGITAL SUBMISSION

This contract shall use digital submission methods to the greatest extent practicable. Acceptable methods are as follows, in order of precedence:

1. RMS - will be used to the greatest extent practicable. Some items may not be submittable via RMS due to program constraints.

Those items shall use an alternate method. All ENGR 4025’s shall be generated and submitted in RMS.

2. Secure, Password Protected Web-Based System Access must be allowed and approved by the Government Representative. Access must be allowed and approved by the Government Representative. This method shall not be used for security sensitive documents.

3. E-mail – Items not submitted via RMS, as discussed above, shall be submitted via e-mail, if possible. E-mail limitations for file size must be considered prior to submission. Under current conditions, 5 megabytes is the limitation for any single file/e-mail.

4. CD/DVD – Will be accepted if no other method is possible and upon prior approval.

c. ITEMS TO BE SUBMITTED VIA HARDCOPY

Product samples, color boards, and any other item not feasible to submit digitally, shall be submitted hard copy. ENGR 4025 shall be submitted digitally always. The Government reserves the right to request hard copy submission on any item, if deemed necessary.

Contractor shall be prepared to provide requested hard copy at any time.

1.7 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.csd.disa.mil/. If the Contractor wishes to participate in the performance evaluation process, SECTION 01 00 00.00 44 Page 6 access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.8 CONTRACTOR PAYROLL RECORD

Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week’s payrolls to the Resident Office. Before final payment, the Contractor shall provide the completed ENG 3180’s to the Contracting Officer's Representatives.

1.9 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE

RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS

(a) The contractor is required to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) The contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet;

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

SECTION 01 00 00.00 44 Page 7

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

(d) All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.10 ADDITIONAL CONTRACTOR PAYROLL RECORD

(1) The Fort Worth District requires the contractor and all sub-contractors to use an electronic payroll system meeting the requirements the above referenced requirements and the following.

(a) The Certified Labor Payrolls must be tracked electronically via WEB-based software and all data must be submitted via WEB. Payroll guidelines,"Instructions to Contractors on Contract Labor Requirements, published as "Appendix A, SWFP 1185-1-1" (also known as the Green book), will be provided to advise/inform contractors how these labor provisions will be administered and enforced.

(b) The WEB-based software must be capable of downloading data directly from existing electronic payrolls, track workers to ensure that overtime is being paid when overtime status is reached on Government contracts whether on one or multiple contracts or different sub-contractors. The software must track apprentices and journeyman ratios, create and track SF-1444 "Request for Authorization of Additional Classification and Rate", track workers by name/address/with or without Social Security Numbers, allow automated redaction of information appearing on payroll statements for agency response to Freedom of Information Act (FOIA requests), and provide free online training by the software provider to any user of the software.

(c) The software must allow fringe benefit statement to track fringe benefits "whether cash or into an approved plan, fund, or program. If the fringe benefits are paid into a plan, fund, or program the company's name (receiving benefits), phone number, and address shall be listed on the Statement of Compliance Form (DD Form 879 or WH-347).

(d) Software must provide a method of tracking standard and non-standard deductions such as restitution, alimony, child support, and allow for custom entries. Method of tracking must list the deductions on the statement of compliance or be listed as an attachment.

(e) The Contractor is required to provide the updated 3080's and notify the Contracting Officer's Representatives weekly by email when the current payrolls are complete and ready for inspection/review on the WEB. Before final payment, the Contractor shall provide the completed ENG For 3180's and 3 disks (CD/DVD) which include complete copies of the Contractor and sub-contractor's payrolls/attachments, to the Contracting Officer's

SECTION 01 00 00.00 44 Page 8

Representatives.

(2) Electronic copies of electronically/manually signed forms/memos/letters such as SF 1413 Statement of Acknowledgement (sub-contractor agreement), SF-1444 "Request for Authorization of Additional Classification and Rate", employee deduction authorization, certification of apprentices and trainees shall be provided to the Contracting Officer's Representative as required by FAR.

1.11 STREET CLOSINGS

The Contractor shall coordinate all requests for street closings with the Contracting Officer in writing 21 days prior to date of requested outage:

a. One lane traffic shall be maintained at all times (except that a total closing may be allowed for specific 8-hour periods).

b. The final street repair shall be completed within 21 calendar days after the start of any street crossing. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.

c. Open cuts across paved roads and streets for utility crossings will not be allowed. Utility crossings will be accomplished by boring or jacking procedures only.

1.12 Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans' Emplyments and Training Service (VETS):

www.dol.gov.vets

Federal Veteran Employment Information:

https://www.fedshirevets.gov/

Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

U.S> Army Warrior Transition Command Employments Index:

https://wct.army.mil/modules/employers/index.html

Hiring Our Heros:

https://www.uschamberfoundation.org/hiring-our-heroes

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 44 Page 9

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DRAWING INDEX

SHT. NO. DRAWING TITLE

GI001 COVER SHEET

GI002

DRAWING INDEX (1 OF 2)

GI003

DRAWING INDEX (2 OF 2)

GI004

GENERAL NOTES, LEGENDS AND ABBREVIATIONS

GC001 CONTRACTOR ACCESS ROUTE AND LAYDOWN AREA

GC001A CONTRACTOR LAYDOWN AREA

GC002 AIRFIELD PHASING PLAN

GC003 BASE BID AND OPTION ITEMS

GC004 SAFETY PLAN

GR001

PHOTOS (1 OF 2)

GR002

PHOTOS (2 OF 2)

GR003 FUEL FARM AREA BORING LOCATIONS

GR004 FLIGHTLINE FILLSTAND BORING LOCATIONS

GR005

BORING LOGS (1 OF 8)

GR006

BORING LOGS (2 OF 8)

GR007

BORING LOGS (3 OF 8)

GR008

BORING LOGS (4 OF 8)

GR009

BORING LOGS (5 OF 8)

GR010

BORING LOGS (6 OF 8)

GR011

BORING LOGS (7 OF 8)

GR012

BORING LOGS (8 OF 8)

VF101 OVERALL EXISTING CONDITIONS PLAN

VF401 FUEL FARM AREA EXISTING CONDITIONS PLAN

VF402

FLIGHTLINE FILLSTAND EXISTING CONDITIONS PLAN (1 OF 2)

VF403

FLIGHTLINE FILLSTAND EXISTING CONDITIONS PLAN (2 OF 2)

VF404

AIRCRAFT APRON EXISTING CONDITIONS PLAN (1 OF 2)

VF405

AIRCRAFT APRON EXISTING CONDITIONS PLAN (2 OF 2)

CD101 OVERALL DEMOLITION PLAN

CD401 FUEL FARM AREA DEMOLITION PLAN

CD402

FLIGHTLINE FILLSTAND DEMOLITION PLAN (1 OF 2)

CD403

FLIGHTLINE FILLSTAND DEMOLITION PLAN (2 OF 2)

CD404

AIRCRAFT APRON DEMOLITION PLAN (1 OF 2)

CD405

AIRCRAFT APRON DEMOLITION PLAN (2 OF 2)

CD406

AIRFIELD PIPE ABANDONMENT PLAN (1 OF 3)

CD407

AIRFIELD PIPE ABANDONMENT PLAN (2 OF 3)

CD408

AIRFIELD PIPE ABANDONMENT PLAN (3 OF 3)

CD409 AIRFIELD MARKING REMOVAL PLAN

CD501 DEMOLITION DETAILS

CD502 AIRFIELD DEMOLITION DETAILS

CS101 OVERALL SITE PLAN

CS401 FUEL FARM AREA SITE PLAN

CS402 FUEL FARM AREA HORIZONTAL CONTROL PLAN

CS402A

FUEL FARM AREA HORIZONTAL CONTROL TABLE (%<\_ObjId 1>%)

CS402B

FUEL FARM AREA HORIZONTAL CONTROL TABLE (%<\_ObjId 2>%)

CS403 FUEL TANKS CONTAINMENT AREA SITE PLAN

CS404 FUEL TANKS CONTAINMENT AREA HORIZONTAL CONTROL PLAN

CS405 PUMP SHELTER AND TRUCK OFFLOADS SITE PLAN

CS406 PUMP SHELTER AND TRUCK OFFLOADS HORIZONTAL CONTROL PLAN

CS406A PUMP SHELTER AND TRUCK OFFLOADS HORIZONTAL CONTROL TABLE

CS407 PUMP SHELTER JOINT LAYOUT PLAN

CS408

HHT-FILLSTAND, TRUCK OFFLOADS AND PRT JOINT LAYOUT PLANS

CS409 FUEL FARM NORTH EXIT SITE PLAN

CS410 FUEL FARM NORTH EXIT HORIZONTAL CONTROL PLAN

CS411

FILLSTAND SITE PLAN, FILLSTAND AND APRON JOINT LAYOUT PLANS

CS412 FLIGHTLINE FILLSTAND HORIZONTAL CONTROL PLAN

CS413

AIRCRAFT APRON SITE PLAN (1 OF 2)

CS414

AIRCRAFT APRON JOINT LAYOUT PLAN (1 OF 2)

CS415

AIRCRAFT APRON SITE PLAN (2 OF 2)

CS416

AIRCRAFT APRON JOINT LAYOUT PLAN (2 OF 2)

CS417 AIRCRAFT APRON SITE AND JOINT PLAN

CS501 APRON PAVEMENT SECTIONS AND DETAILS

DRAWING INDEX

SHT. NO. DRAWING TITLE

CS502 TRUCK PAVEMENT SECTIONS AND DETAILS

CS503 CONTAINMENT DIKE SECTIONS AND DETAILS

CS504 CONTAINMENT DIKE STAIRS PLAN AND SECTION

CS505 MISCELLANEOUS CIVIL DETAILS

CS506 FENCING DETAILS

CS507 SLIDING GATE DETAILS

CS508 SITE DETAILS

CS509 TREE REPLACEMENT

CG401 FUEL FARM AREA GRADING PLAN

CG402 FUEL TANKS CONTAINMENT AREA SPOT ELEVATION PLAN

CG403

PUMP SHELTER, HHT-FILLSTAND AND TRUCK OFFLOADS GRADING PLAN

CG404 PUMP SHELTER AND PIG LAUNCH RECEIPT PAD SPOT ELEVATION PLANS

CG405 HHT-FILLSTAND SPOT ELEVATION PLAN

CG406 TRUCK OFFLOADS SPOT ELEVATION PLAN

CG407 FUEL FARM NORTH EXIT GRADING PLAN

CG408 FLIGHTLINE FILLSTAND GRADING AND SPOT ELEVATION PLANS

CG409 ENLARGED FLIGHTLINE FILLSTAND SPOT ELEVATION PLAN

CG410

AIRCRAFT APRON SPOT ELEVATION PLAN (1 OF 2)

CG411

AIRCRAFT APRON SPOT ELEVATION PLAN (2 OF 2)

CG412 HYDRANT PITS SPOT ELEVATION PLANS

CG501 EROSION CONTROL DETAILS

CU101 FUEL HYDRANT LOOP LAYOUT PLAN

CU401 FUEL FARM AREA UTILITY PLAN

CU402

STORM DRAIN PLAN AND PROFILE (1 OF 3)

CU402A

STORM DRAIN PLAN AND PROFILE (2 OF 3)

CU402B

STORM DRAIN PLAN AND PROFILE (3 OF 3)

CU403 HHT-FILLSTAND PIPING PLAN AND PROFILE

CU404

HYDRANT LOOP PLAN AND PROFILE (1 OF 5)

CU405

HYDRANT LOOP PLAN AND PROFILE (2 OF 5)

CU406

HYDRANT LOOP PLAN AND PROFILE (3 OF 5)

CU407

HYDRANT LOOP PLAN AND PROFILE (4 OF 5)

CU408

HYDRANT LOOP PLAN AND PROFILE (5 OF 5)

CU409 HYDRANT PIT LATERALS PROFILES

CU410 FUEL FARM AREA PIPING SUPPORT PLAN

CU411 FUEL FARM AREA ABOVEGROUND PIPING PROFILES AND SCHEDULE

CU501 CONTAINMENT BASIN DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS - NOT ISSUED

CU504 HYDRANT LOOP TRENCH DETAILS

CU505 FUEL FARM FUEL LINE TRENCH DETAILS

CP101 AIRFIELD MARKING PLAN

CP501 AIRFIELD MARKING DETAILS

S-001 STRUCTURAL GENERAL NOTES

S-002

PEMB NOTES AND C&C WIND LOADS (1 OF 2)

S-003

PEMB NOTES AND C&C WIND LOADS (2 OF 2)

S-101 FOUNDATION PLAN - PUMP SHELTER

S-102 PIPE SUPPORT PLAN - PUMP SHELTER

SF103 ROOF PLAN - PUMP SHELTER

S-104 FOUNDATION PLAN - OFFLOAD CANOPY

S-105 FOUNDATION PLAN - FILLSTAND CANOPY

S-106 FOUNDATION PLAN - HHT CANOPY

SS107 CONTAINMENT BASIN PLAN

SS108 PRODUCT RECOVERY TANK PLAN AND SECTIONS

SS109 PIG LAUNCHER PAD PLAN AND SECTIONS

S-301

SECTIONS AND DETAILS - PUMP SHELTER (1 OF 2)

S-302

SECTIONS AND DETAILS - PUMP SHELTER (2 OF 2)

S-303 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

S-304 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

S-305 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

S-306 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

SF307 ROOF SECTIONS - PUMP SHELTER

DRAWING INDEX

SHT. NO. DRAWING TITLE

SS308 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

SS309 PIPE SUPPORT SECTIONS AND DETAILS - PUMP SHELTER

SS310 CONTAINMENT BASIN - SECTIONS AND DETAILS

SS311

FUEL VAULT PLAN AND DETAILS (1 OF 2)

SS312

FUEL VAULT PLAN AND DETAILS (2 OF 2)

S-501 TYPICAL CONCRETE DETAILS

S-502

TYPICAL MASONRY DETAILS (1 OF 2)

S-503

TYPICAL MASONRY DETAILS (2 OF 2)

S-504

TYPICAL PIPE SHOE SECTIONS (1 OF 2)

S-505

TYPICAL PIPE SHOE SECTIONS (2 OF 2)

S-601 PIPE SUPPORT REINFORCEMENT DETAILS

A-001 PUMP SHELTER - GENERAL INFORMATION

A-002 PUMP SHELTER - CODE ANALYSIS AND LIFE SAFETY PLAN

A-101 PUMP SHELTER - FLOOR PLAN

A-102 PUMP SHELTER - ROOF AND REFLECTED CEILING PLANS

A-120 OFF-LOAD CANOPY PLANS AND ELEVATIONS

A-121

FUELING CANOPY PLANS, ELEVATIONS AND SECTIONS

A-201 PUMP SHELTER - NORTH AND EAST BUILDING ELEVATIONS

A-202 PUMP SHELTER - SOUTH AND WEST BUILDING ELEVATIONS

A-203 PUMP SHELTER - BUILDING SECTIONS

A-301 PUMP SHELTER - WALL SECTIONS

A-302 PUMP SHELTER - WALL SECTIONS AND DETAILS

A-303 WALL TYPES

A-401 PUMP SHELTER ENLARGED TOILET PLANS AND ELEVATIONS

A-501 PUMP SHELTER - ROOF AND MISCELLANEOUS DETAILS

A-502 FUELING CANOPY SECTIONS AND DETAILS

A-601

PUMP SHELTER - FINISH, DOOR, WINDOW AND LOUVER SCHEDULES

A-602 PUMP SHELTER - DOOR FRAMES AND TYPES - WINDOW AND LOUVER TYPES

A-603 PUMP SHELTER - OPENING DETAILS

GI002

D R

A W

I N

G

I N

D E

X

F H

G

I R

A D

W G

TAXIWAY "A"

CENTERLINE

CP501

D1PERIPHERAL

TAXILANE

CENTERLINE

CP501

A1HYDRANT FUEL

PIT (TYP 6)

CP501

B3ISOLATION VALVE

PIT MARKING

CP501

C5

NOSE WHEEL

LOCATION 2

CP501

A5POSITION

MARKING

(TYP 6)

CP501

D3 TAXIWAY

EDGE STRIPE

PC

PT

R

COC

PC

PT

N 10,359,419.84

E 3,079,876.88

PC

PT

COC

N 10,359,312.10

E 3,079,722.45

N 10,359,304.88

E 3,079,684.47

N 10,359,372.44

E 3,079,695.63

COC

COC

N 10,358,957.33

E 3,079,764.71

N 10,359,173.30

E 3,079,944.38

PT

PC

PC

PT

PT

PC

COC

N 10,358,194.09

E 3,080,475.17

N 10,358,166.65

E 3,080,403.34

N 10,358,122.23

E 3,080,502.57

N 10,359,217.94

E 3,079,918.25

N 10,359,146.49

E 3,079,887.71

N 10,359,242.55

E 3,079,889.39

N 10,359,221.39

E 3,079,771.45

N 10,359,206.15

E 3,079,883.29

N 10,359,262.60

E 3,079,787.79

N 10,359,080.32

E 3,079,997.19

N 10,358,100.11

E 3,080,545.08

N 10,358,194.87

E 3,080,665.70

COC

N 10,359,849.02

E 3,079,567.49

N 10,359,820.51

E 3,079,496.46

N 10,359,919.99

E 3,079,538.82

N 10,360,053.92

E 3,079,840.53

N 10,360,088.52

E 3,079,825.21

N 10,359,785.58

E 3,079,924.21

N 10,359,525.36

E 3,080,039.82

N 10,359,276.37

E 3,080,176.32

N 10,358,702.14

E 3,080,274.80

N 10,359,017.84

E 3,080,290.53

N 10,358,502.14

E 3,080,519.23

NOSE WHEEL

LOCATION 1

NOSE WHEEL

LOCATION 3

NOSE WHEEL

LOCATION 4

NOSE WHEEL

LOCATION 5

NOSE WHEEL

LOCATION 6

PARKING

APRON

PARKING

APRON

N 10,358,403.77

E 3,080,298.00

N 10,358,661.48

E 3,080,183.48

N 10,358,919.25

E 3,080,068.83

N 10,359,065.34

E 3,079,962.81

N 10,359,352.58

E 3,079,804.53

N 10,359,632.68

E 3,079,580.05

PERIPHERAL

TAXILANE

CENTERLINE

PTPC

PT

PCPT

PT

PT

PC

PT

PC

PT

N 10,358,495.23

E 3,080,257.36

N 10,358,570.15

E 3,080,224.10

N 10,358,752.71

E 3,080,142.44

N 10,358,827.92

E 3,080,109.45

N 10,359,010.66

E 3,080,028.17

N 10,359,249.79

E 3,079,856.37

COC

COC

COC

COC COC COC

COC

COC

COCCOCCOC

COC

N 10,359,581.86

E 3,079,711.97

N 10,359,504.42

E 3,079,746.40

N 10,359,541.24

E 3,079,620.59

N 10,359,463.80

E 3,079,655.02

N 10,359,724.00

E 3,079,539.36

N 10,359,051.30

E 3,080,119.54

N 10,359,126.57

E 3,080,086.21

N 10,358,868.56

E 3,080,200.82

N 10,358,793.53

E 3,080,234.19

N 10,358,610.79

E 3,080,315.47

N 10,358,535.83

E 3,080,348.75

N 10,358,312.45

E 3,080,338.56

N 10,358,353.05

E 3,080,429.95

N 10,359,764.62

E 3,079,630.74

N 10,359,802.61

E 3,079,463.20

PC

PT

N 10,358,147.77

E 3,080,370.69

N 10,359,953.28

E 3,079,521.12

PC

PT

GROUNDING

POINT (TYP-24)

SEE GROUNDING

NOTE BELOW

PC

PT

PC

PT

PC

PC

N 10,358,444.44

E 3,080,389.35

N 10,358,959.94

E 3,080,160.22

N 10,359,218.19

E 3,080,045.36

N 10,359,673.25

E 3,079,671.37

N 10,359,436.61

E 3,079,839.95

N 10,359,230.00

E 3,079,913.06

PC

PT

N 10,359,413.03

E 3,079,787.00

N 10,359,206.55

E 3,080,019.17

PT

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D

2 3

C

4 5

A

B

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

S M

B L

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

A N

S I

D

OMAHA DISTRICT

S E

A L

F U

E

C

I L I T

Y

R

E P

L A

C E

M E

N

R

T

H

O O

D

K

I L L E

E N

T

E X

A S

R

READY TO ADVERTISE

S O

L I C

I T

A T

I O

N

N

O

D A

T E

W

G

R

J U

CP101

A I R

F I E

D

M

R

K I N

G

P

L A

N

F H

C

P R

B D

W G

GRAPHIC SCALE

GENERAL NOTE

1. SEE DRAWING CP501 FOR APRON MARKING DETAILS.

CONTRACTOR NOTES

1. REFER TO SHEET ES101 FOR OVERALL ELECTRICAL SITE PLAN. SHEETS

ES401-ES405 FOR INDIVIDUAL ENLARGED ELECTRICAL SITE PLANS. AND

SHEET ES502 FOR SITE AREA GROUNDING DETAILS.

1. THE CONTRACTOR SHALL COORDINATE PAVEMENT MARKING WITH THE

CONTRACTING OFFICER AND THE AIRFIELD MANAGER.

2. THE CONTRACTOR SHALL REMOVE THE EXISTING PAVEMENT MARKINGS.

3. THE EXACT LOCATION OF THE NOSE WHEEL MARKING SHALL BE COORDINATED

AND CONFIRMED WITH THE CONTRACTING OFFICER.

GROUNDING NOTE

LEGEND

GROUNDING POINT

SCALE: 1" = 80'

AIRFIELD MARKING PLAN

B3

A1

ES502

B1

ES502

PARKING

APRON

REMOVE 24" CONTINUOUS

TAXILANE CENTERLINE

MARKING (TYP-2)

REMOVE 24" WIDE

CONTINUOUS TAXILANE

CENTERLINE MARKING

REMOVE 6" WIDE

WHITE STRIPE

(TYP-5)

REMOVE 36" WIDE CONTINUOUS

TAXILANE EDGE LINE MARKING

REMOVE 24" CONTINUOUS

TAXILANE CENTERLINE MARKING

REMOVE 36" WIDE

CONTINUOUS TAXILANE

EDGE LINE MARKING

TAXIWAY "A"

CENTERLINE

10'

(TYP.)

REMOVE TWO (2)

4' x 4' POSITION

MARKING BLOCKS

(TYP-6)

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D

2 3

C

4 5

A

B

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

S M

B L

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

A N

S I

D

OMAHA DISTRICT

S E

A L

F U

E

C

I L I T

Y

R

E P

L A

C E

M E

N

R

T

H

O O

D

K

I L L E

E N

T

E X

A S

R

READY TO ADVERTISE

S O

L I C

I T

A T

I O

N

N

O

D A

T E

W

G

R

J U

CD409

A I R

F I E

D

M

R

K I N

G

R

E M

O V

A

N

F H

C

D R

A D

W G

GRAPHIC SCALE

NOTES

1. THE CONTRACTOR SHALL REMOVE THE EXISTING AIRFIELD

PAVEMENT MARKINGS AS INDICATED. SEE THE SPECIFICATIONS

FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

2. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE

CONTRACTING OFFICER.

SCALE: 1" = 80'

AIRFIELD MARKING REMOVAL PLAN

B3