Appendix A- Specification.pdf

CARSWELL-PH3 Thursday March 19, 2026

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 03/26 SUMMARY OF WORK

a description of work covered in this Contract and is required for use in all projects

01 14 00 03/26 JBSA WORK RESTRICTIONS

work and site restrictions

01 30 00 02/26 ADMINISTRATIVE REQUIREMENTS

general administrative and procedural requirements for Contractor management and coordination

01 32 01.00 30 07/25 PROJECT SCHEDULE

the preparation and maintenance of the project schedule for construction projects or design-build construction projects

01 32 16.00 30 07/25 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

the preparation and use of construction schedules for small projects

01 32 33.00 05/25 JBSA SPECIAL PROCEDURES FOR HISTORIC

TREATMENT

removal and salvage of historic building materials and procedures for working on historic buildings and structures.

01 33 00 06/25 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 35 13.20 00 03/26 SPECIAL PROJECT PROCEDURES-CAD

specific CAD related requirements applicable to JBSA

01 35 13.30 00 03/26 SPECIAL PROJECT PROCEDURES-GIS

the specific GIS data requirements applicable to JBSA

01 35 26 06/25 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

01 35 29.13 11/15 HEALTH, SAFETY, AND EMERGENCY RESPONSE

PROCEDURES FOR CONTAMINATED SITES

safety and health documents and procedures for hazardous toxic radioactive waste (HTRW) site cleanup projects

01 45 00 01/26 QUALITY CONTROL

preparation and use of Design-Bid-Build (DBB) and Design-Build (DB) Quality Control

01 57 20 06/23 ENVIRONMENTAL PROTECTION

environmental protection during all construction and maintenance activities

PROJECT TABLE OF CONTENTS Page 1

01 58 00 02/25 PROJECT IDENTIFICATION

temporary signs for project identification

01 74 19 06/25 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

the management of non-hazardous construction waste and demolition debris/waste materials

01 78 00 11/25 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and cleanup

DIVISION 02 - EXISTING CONDITIONS

02 41 00 01/26 [DEMOLITION][ AND ][DECONSTRUCTION]

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

02 82 00 01/26 ASBESTOS REMEDIATION

safety procedures and requirements for the demolition, removal, encapsulation, and disposal of asbestos containing materials (ACM)

02 83 00 01/26 LEAD REMEDIATION

protection of workers, disposal of lead, cadmium and chromium painted material, abatement of lead based paint hazards in target housing and child occupied facilities and limiting occupational and environmental exposure to lead-based paint or paint with lead (LBP/PWL)

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 10: 08/25 CAST-IN-PLACE CONCRETE

cast-in-place concrete not exposed to a marine or high chloride environment

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

earthwork activities for buildings, utilities, roadways, railroads, and airfields

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 11/22 COLD MILLING ASPHALT PAVING

cold milling of bituminous pavement for airfields, roads, streets, parking areas, and other general applications

32 11 13.13 11/19 LIME TREATED SUBGRADE

lime stabilization or modification of subgrades airfield pavements and for roads, streets, and parking areas

PROJECT TABLE OF CONTENTS Page 2

32 11 20 05/22 BASE COURSE FOR RIGID AND SUBBASE

SELECT-MATERIAL FOR FLEXIBLE PAVING

base course for rigid pavements and subbase or select-material for flexible airfield pavements, roads and streets.

32 11 23 05/22 AGGREGATE BASE COURSE AND/ORGRADED

CRUSHED AGGREGATE BASE COURSE FOR

FLEXIBLE PAVING

base course to be used directly under bituminous pavement courses for airfields, roads, and streets

32 12 13 05/24 BITUMINOUS TACK AND PRIME COATS

bituminous tack and prime coats for airfield pavements, roads, parking areas and general paving needs

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

intermediate and wearing courses (central-plant hot-mix and warm-mix) for roads using Marshall or Gyratory compaction methods

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

concrete sidewalks and curbs and gutters

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

03/26

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. For references without a year, use the current published version.

CPS ENERGY (CPSE)

CPSE/ESS (2021) Electrical Service Standards

CPSE/GSS (2021) Gas Service Standards

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Government Acceptance or Approval does not remove responsibility from the Contractors for their actions or liability.

Government approval is required for submittals with a "G" or "S" classification. Refer to Section 01 33 00 SUBMITTAL PROCEDURES for requirements when a classification other than "G" or "S" are used.

Submittals not having a classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

1.3 DEFINITIONS

1.3.1 Scope Review Meeting

Government led meeting held concurrently or separately with Contracting Kick-Off/Pre-Construction Meeting. Government to determine length of meeting based on project scope. Meeting will review Government provided specifications with the contractor and Contracting. Government will provide clarification, direction, or answer contractor questions pertaining to the specifications.

SECTION 01 11 00 Page 1

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes Repair Carswell Ave. at JBSA- Lackland Phase3 from Truemper road to Femoyer Street, by full depth replacement and address drainage issues on both sides along Carswell Street and incidental related work. Refer to UFC 1-200-01 for applicable DoD codes and standards as well as paragraph APPLICABLE CODES & STANDARDS. Refer to paragraph SPECIFICATIONS for additional project requirements. Contractor shall refer to Appendix D and be familiar with the HAZMAT report's findings, prior to beginning any work on the facility. Contractor shall verify dimensions & conditions prior to any work. Special inspections and testing required by the DOR shall be performed by the Contractor at no additional cost to the Government. This Task Order (TO) is to perform Road repair and drainage issues on Carswell Ave Phase 3 under the Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Construction Contract (MACC) for military facilities at Joint Base San Antonio (JBSA), Texas.

Work shall be performed in strict accordance with current Federal, State, regulations, Ordinances, and Design and Construction standards whether included, referenced, or implied to complete acceptable and fully functional facilities for the Federal Government at JBSA. The general requirements and construction standards are included in the Basic MACC Contract. Specific requirements for this project are included in this Task Order. However, it is the contractor's responsibility to secure access to specific governing criteria as required. The Government relies on the contractor to follow and implement the necessary codes as the expert General Contractor (GC). Contractor shall perform construction in accordance with (IAW) the specifications within the contract & task order and shall submit for approval (if applicable), modified final edition Unified Facilities Guide Specifications (UFGS) as required. The contractor shall follow and abide by, but not limited to the Unified Facility Criteria (UFC) 4-022-03, other UFCs as referenced or applicable, and referenced industry code. The reference website for UFGS and UFC documents is www.wbdg.org

List of Appendices:

Appendix A - Specification Attachments List of items is shown in the Table of Contents of each applicable specification section.

Appendix B - B Available Data

Appendix C - Environmental Appendix D - Design Analysis Appendix E - IFC Drawings Appendix F - Geotech Report Appendix G - Submittal Register (draft)

1.4.1.1 General Guidelines

1.4.1.1.1 Safety

Contractor shall perform all work in accordance with 29 CFR 1910 , 29 CFR 1926 , EM 385-1-1 , and Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.The contractor is responsible for adhering to the traffic control plan and ensuring pedestrian safety during construction.

SECTION 01 11 00 Page 2

Contractor shall perform all work in accordance with 29 CFR 1910 , 29 CFR 1926 , and EM 385-1-1 .

1.4.1.1.2 Privatized Utilities

a. Modification to any of American Water's assets requires that a Connection Charge Agreement between the Prime Contractor and American Water be entered into. All work to American Water assets will be performed by them, at the Prime Contractor's expense. American Water standards can be found at the following link:

https://www.amwater.com/corp/Products-Services/Military-Services /joint-base-san-antonio

b. Modification to any of CPS Energy's assets requires that an Application for Service be submitted and a Service Agreement be entered into by the Prime Contractor with CPS Energy. Work to CPS Energy's natural gas and electrical systems and equipment will be performed by the entity indicated in the CPSE/ESS and CPSE/GSS at the Prime Contractor's expense.

1.4.1.1.3 Environmental

The following items are provided as clarification of intent and direction to the requirements of 01 57 20 ENVIRONMENTAL PROTECTION.

a. All waste and recyclable material generated at the project site shall follow the requirements of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS01 57 20 ENVIRONMENTAL PROTECTION and 01 74 19 CONSTRUCTION

WASTE MANAGEMENT AND DISPOSAL.

b. All waste and recyclable material shall be profiled. When required, waste and recyclable material shall be characterized by lab analysis using applicable methods specified by Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS01 57 20 ENVIRONMENTAL PROTECTION before material is profiled. Analytical Report for each characterization shall be submitted for review by the JBSA Environmental Office.

Profile Sheets shall be generated using the approved TCEQ landfill's profile sheet. Profile Sheets for material to be recycled shall utilize the applicable form in Appendix D. Profile sheets shall only be signed by a representative of the JBSA Environmental Office.

Current JBSA approved TCEQ landfills for use are as follows:

(1) Covel Gardens Landfill

(2) Tessman Road Landfill

c. All waste and recyclable material shall be manifested directly to the landfill or recycling location. Transportation to transfer stations are not allowed. All manifests shall only be signed by a representative of the JBSA Environmental Office.

d. All costs associated with disposal of waste and recyclable material shall be the responsibility of the Contractor.

e. All Generator copies of manifests and weight tickets shall be returned to the JBSA Environmental Office, through the Contracting Officer's Technical Representative.

SECTION 01 11 00 Page 3

1.4.1.1.3.1 Site Stabilization

If work stops at the site for greater than 14 calendar days, temporary stabilization of the site is required.

Project site final stabilization requires that perennial vegetative coverage has been established in the areas of distrubance with a sensity of at least 70%.

1.4.1.1.4 Contractor Jobsite Trailers

Where utilized, jobsite trailers shall make use of holding tanks for wastewater collection. Wastewater holding tanks shall be emptied on a regular basis to prevent wastewater overflow from the tanks. Potable water may be sourced from a nearby fire hydrant. Contractor shall utilize a backflow preventer in accordance with 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and TCEQ requirements when making the connection between the water line and jobsite trailer. Reference Appendix E for required TCEQ forms. Coordination with American Water is required to operate fire hydrants.

1.4.1.1.5 Environmental Controls

Contractor shall provide adequate moisture control within the facility to prevent any mold growth while the facility's HVAC system is not fully operational. Contractor shall be responsible for any mold remediation and restoration work required as a result of lack of moisture control, at no additional expense to the Government.

1.4.1.2 Services Guidelines

a. Perform field investigation, to include:

(1) Performance of a charrette meeting. Meeting duration shall be a minimum of 3 calendar days to include for the following tasks:

(a) In-brief

(b) Stakeholder discussions

(c) Out-brief, after on-site field investigations

(2) On-site field investigation of areas of focus

(3) Record drawing verification

(4) Site and utility verification

(5) Environmental survey for asbestos containing materials, lead-based paint, lead-containing paint, lighting ballasts and lamps containing polychlorinated biphenyls (PCBs) and mercury.

SECTION 01 11 00 Page 4

1.4.1.3 Demolition

1.4.1.3.1 Hazardous Materials

a. Provide abatement of all asbestos containing materials within the boundaries of the project site. Abatement of asbestos shall be in accordance with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION, 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL, 02 41 00 DEMOLITION AND DECONSTRUCTION,

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS, and

02 82 00 ASBESTOS REMEDIATION.

b. Provide abatement of all lead containing materials within the boundaries of the project site. Abatement of lead shall be in accordance with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION, 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL, 02 41 00 DEMOLITION AND DECONSTRUCTION, and

02 83 00 LEAD REMEDIATION.

c. Provide abatement of all PCB and mercury containing items within the boundaries of the project site. Abatement of these items shall be in accordance with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION, 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL, 02 41 00 DEMOLITION AND DECONSTRUCTION,

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS, 02 84 16

HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY, and 02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs).

d. Provide abatement of all mold growth within the boundaries of the project site. Abatement of mold shall be in accordance with Section

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS01 57 20 ENVIRONMENTAL

PROTECTION, 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL,

02 41 00 DEMOLITION AND DECONSTRUCTION, and 02 85 00 MOLD REMEDIATION.

1.4.1.3.2 Civil

a. Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS01 57 20 ENVIRONMENTAL PROTECTION for requirements dealing with excess soil not able to be reused. Excess soil is required to be tested and removed from the Installation in accordance with the stated section reference.

There is no indication that soils at the site are contaminated.

Report, located in Appendix D, shows the soil contains hazardous material and is classified as . Refer to the report for further details. Soil shall be re,oved from the Installation in accordance with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS01 57 20

ENVIRONMENTAL PROTECTION, 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL, 02 41 00 DEMOLITION AND DECONSTRUCTION, and 02 81 00

TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

b. Provide nondestructive exposure as required for subsurface utility investigation.

c. Utility lines specified for replacement shall not be abandoned in-place. Utilities specified for complete removal are not allowed to be abandoned in-place, per JBSA policy. Do not suggest abandoning in-place.

SECTION 01 11 00 Page 5

1.4.1.4 [Enter Appropriate Subpart Title Here]

1.4.2 location

The work is located on Joint Base San Antonio Lackland at the . The street address for this building is , JBSA LACKLAND, TX . The exact location will be shown by the Contracting Officer.

1.5 OCCUPANCY OF PREMISES

Buildings will be occupied during performance of work under this Contract. Occupancy notifications shall be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 14 calendar days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Refer to Section 01 14 00 JBSA WORK RESTRICTIONS for additional requirements. Verify existing utility locations indicated on Contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with dual frequency Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Refer to Section 01 14 00 JBSA WORK RESTRICTIONS for full list of requirements.

1.7.2 Utility Locations

Provide a third party, independent, private utility locating company to

SECTION 01 11 00 Page 6 positively identify underground utilities in the work area in addition to any station locating service and coordinated with the station utility department.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within miles of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

SECTION 01 11 00 Page 7

SECTION 01 14 00

JBSA WORK RESTRICTIONS

03/26

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Refer to Section 01 33 00 SUBMITTAL PROCEDURES for requirements when a classification other than "G" or "S" are used.

Submittals not having a classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Installation Access ; G

Dig Permits ; G

Utility Outage Request ; G

Hot Work Permit ; G

Road Closure Request ; G

Radioactive Material Permit ; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. contractor must be ready for operation as approved by Contracting Officer before work is started on which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

c. The contractor will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any activity, roads, railroads, or utility service must be requested in writing prior to the desired date of interruption in accordance with the requirements of paragraph PERMITS

AND REQUESTS.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations. The following conditions apply:

f. Restricted Access Areas. The Government will monitor work in areas listed below indicated. Notify Contracting Officer at least 14

SECTION 01 14 00 Page 1 calendar days prior to starting work in these areas.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA Fort Sam Houston Camp Bullis Lackland Chapman Training Annex Kelly Field Annex Randolph Canyon Lake Seguin Auxiliary Field shall be sponsored by an authorized DBIDS registered DOD ID card holder. Refer to

JBSANANTONIOI 31-1131 .

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 14 calendar days prior to the requested entry date. Foreign nationals requiring installation access require an additional 14 calendar days to process the request.

Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An application for Unescorted Access Request form (ATT-1) will be submitted by the Sponsor or Official to the Pass and Registration Office. Contractor and vendor companies requiring access to Joint Base San Antonio shall provide the credential information for their employees to the sponsor in order to process the access.

All contractor employees shall provide the following:

a. One form of picture identification.

b. Personal identifiable information and vehicle information as required to process all Unescorted Pass Requests. Vehicle information listed below is required at a minimum:

(1) Copy of current, non-expired vehicle registration.

(2) Copy of current, non-expired vehicle insurance that lists the vehicle for which registration information is provided.

c. A memo from the construction company, on company letterhead, stating the reason for entry; contract number; project start and end date; and the location at JBSA where the jobsite is located.

SECTION 01 14 00 Page 2

Installation gate hours and availability can be found at the following weblink: https://www.jbsa.mil/Gate-Hours/

1.3.1.2.1 JBSA Lackland/Chapman Training Annex/Kelly Annex/Port Annex Access

Persons not in possession of a valid access credential shall enter the installation through the following entry control points:

a. Luke East Gate

b. Growdon Commercial Gate (Commercial Vehicles Only)

1.3.1.2.1.1 Prohibited Haul Routes

1.3.1.2.1.2 Gate Restrictions

All commercial Class A/B type vehicles must enter through:

a. Growden Commercial Gate

b. Arrangements can be made to modify installation access protocol to allow Class A/B type vehicles through other gates for special circumstances, on a case-by-case basis. Each case requires a minimum 30 calendar day notification.

1.3.1.3 Government Housing Areas

a. Haul routes to and from project sites cannot go through housing/residential areas.

b. When working inside a housing/residential area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Emergency Response Requirements

Contractors reporting an emergency shall provide the 9-1-1 dispatcher with the following information:

a. Building number, address, or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

DO NOT HANG UP THE PHONE UNTIL DIRECTED TO BY THE 9-1-1 DISPATCHER

SECTION 01 14 00 Page 3

Note: If calling 9-1-1 from a mobile phone you will be directed to the local municipality's 9-1-1 dispatcher. Request that the dispatcher transfer you to the JBSA Lackland emergency dispatcher.

1.3.3 Working Hours

Regular working hours will consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, and 7 a.m. to 3:30 p.m. on Saturday and Sunday as outlined in recovery schedules or as directed by the Contracting Officer, excluding Government holidays.

1.3.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

Contractors shall refer to the U.S. Office of Personnel Management (OPM) website for the current list of Federal holidays and the current date of observance.

1.3.5 Exclusionary Period

No work may be performed during the period to , inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.3.6 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14"), 6 complete copies

b. Relevant 100% Construction Drawings, 6 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 calendar day advance notice minimum, unless otherwise noted

i. Contractor's Representative contact information

1.3.6.1 Dig Permits /Utility Locates

Dig Clearance coordination meeting is held on JBSA Lackland in building 7065 on Wednesdays, from 1300 to 1400. If a Government holiday falls on a Wednesday, the coordination meeting will be canceled for that week, and no dig permits or outage requests will be accepted or processed for that week. .

a. All permit requests shall include the following at minimum:

SECTION 01 14 00 Page 4

(1) Filled in Dig Permit form (ATT-2), 6 copies

(2) Site map, 6 copies

(3) Relevant IFC drawings, 6 copies

(4) Project name and number

(5) Contractor name

(6) Brief description of work

(7) Contractor's representative contact information

b. Digging permits must be obtained prior to any digging, drilling or any excavation work.

c. Utility Locates for Government owned utilities are available by submitting ATT-2 to the Dig Clearance meeting. Locates for American Water managed utilites are also included in that request. Privitized utility locates shall be done through 811 and San Antonio Water System

(SAWS).

(1) 811 notifications shall be done by either dialing 811 or by submitting a notice through texas811.org .

(2) SAWS notifications shall be done by submitting a notice through locates.saws.org . Issues with utility locates can be submitted to locates@saws.org .

d. Contractor shall allow 21 calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date. The contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

e. Permits will identify underground utilities, that have been recorded in the Government's GIS, within 5 feet of the designated area.

Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.3.6.2 Utility Outage Request

a. All requests shall include the following at minimum:

(1) Filled in Outage Request form (ATT-3)

(2) Project Name and Number

(3) Description of work

(4) Identify all buildings and/or facilities possibly affected

(5) Desired date for work to begin

(6) Estimated duration of work

SECTION 01 14 00 Page 5

(7) Proof of pre-coordination with key stakeholders

(8) Contractor's representative contact information

b. Contractor shall complete and submit a written request 60 calendar days in advance of the requested utility outage, after pre-coordination has been completed, to the Contracting Officer's Technical Representative. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Outage Request form included as ATT-3.

c. If an outage will effect multiple buildings, or effect a high profile building, or has a major impact on the mission being performed by the occupants of the building, a 60 calendar day notice will be required.

d. Contractor shall be responsible for pre-coordination with the following organizations. Contracting Officer's Technical Representative will advise on when an outage request will require coordination with these coordinators, as not all outages will affect these stakeholders. This coordination is separate from the Government's coordination, and must be performed prior to submission to the Contracting Officer's Technical Representative.

(1) America Water (AMW)

(a) Water

(b) Sewer

(2) San Antonio Water System (SAWS)

(a) Water

(b) Sewer

(3) San Antonio River Authority (SARA)

(a) Sewer

(4) CPS Energy (CPSE)

(a) Electrical

(b) Gas

(5) Springs Hill Special Utility District

(a) Water

(6) GVEC

(a) Electric

(7) Fire Emergency Services (902 CES)/Fire Inspector

(8) 502d Communications Squadron (502 CS)

(9) Network Enterprise Center (NEC)

SECTION 01 14 00 Page 6

(10) Security Forces ( 502802902 SFS)

(11) Army Security System Network (G-2)

e. Provide the Contracting Officer's Technical Representative a copy of the Utility Outage request once all applicable pre-coordination stakeholders and Facility Managers have signed the request. Processing time does not start until these stakeholders have signed the outage request.

f. After submitting the request to the government, the contractor shall receive approval from the Government prior to performing a utility outage.

1.3.6.3 Hot Work Permit

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with NFPA 51B. Contact the site specific JBSA Fire Department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site, and provided to the Contracting Officer's Technical Representative.

JBSA Lackland Fire Prevention: (210) 671-2921

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.3.6.4 Road Closure Request

a. Road closings will not be permitted without approval. To get approval for a proposed road closure, contractor shall submit a traffic control plan to the Contracting Officer's Technical Representative.

(1) Requests must be submitted at least 60 calendar days prior to anticipated need for closure, for Government review and internal processing.

(2) On a case-by-case basis, the Government's review period may be shortened in accordance with the following conditions:

(a) Arterial roads will not be granted a reduction in review time under any circumstance.

(b) Collector roads may be eligible for a review period reduction between 7 and 14 calendar days, assuming collector roads are not dumping traffic into high profile areas or near critical facilities on the Installation.

(c) Local rodas may be eligible for a review period reduction of 21 calendar days, assuming Installation housing or high profile assets are not affected.

b. The Contractor's traffic control plan must include each section of road that will be worked on or impacted as a result of this contract.

SECTION 01 14 00 Page 7

The traffic control plan shall be in accordance with MUTCD, Part VI, and TMUTCD, Part VI. Pedestrian traffic must also be taken into account when providing detour routes in the traffic control plan.

c. Contractor shall provide traffic control signs and barricades for all road closures. At least one lane of traffic must be maintained at all times, unless otherwise directed.

1.3.6.5 Radioactive Material Permit

a. Use of radiation sources on Joint Base San Antonio requires authorization before they are brougth onto the Installation. Submit required information to the Installation Radiation Safety Officer (RSO) or the Operating Location RSO through the Contracting Officer, who will issue the Department of the Air Force Radiation Permit (AFRP).

Excludes portable machine sources of ionizing radiation including moisture, density, and X-Ray Fluorescence (XRF). Refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for requirements relating to the safe use of radioactive material.

(1) Installation RSO:

559 MDS

Ph: 210-292-7630 E-mail:

usaf.jbsa.559-mds.mbx.rafb-bioenvironmental-engineering@health.mil

(2) Operating Location RSO:

Lt Brandon Reid Ph: 210-292-7630 / 210-292-7659 E-mail: brandon.c.reid2.mil@health.mil

Capt Eulice Trinidad Ph: 210-652-3256 / 210-652-0575 E-mail: eulice.trinidad.mil@health.mil

Algernon Johnson Ph: 210-221-4543 / 210-221-3824 E-mail: algernon.johnson.1@us.af.mil

E-mail: 502ABW.SE.SafetyJBSA-FSH@us.af.mil

b. Applicant shall apply by letter with supporting documentation through the Installation RSO or the Operating Location RSO. Submit the letter so that the Installation Representative receives the application at least 30 calendar days before the requested start date of the permit.

c. AFRP application shall specify start and stop dates and describe for what purposes the applicant needs the AFRP. The following information shall be submitted with the application:

(1) Brief description of proposed activities.

(2) Copy of a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as described in the AFRP application.

(3) Copy of a valid Agreement State or Radioactive Material License

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(Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as described in the AFRP application. Also include proof that the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR 150.20 . A copy of the NRC Form 241 must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

(4) Contractort Local Point of Contact: Name, Address, and Phone.

(5) Company Radiation Safety Officer: Name, Address, and Phone.

(6) Contracting Officer's Technical Representative: Name and Phone.

(7) Copy of the contractual clause of the Contract describing work to be performed and inclusive dates.

(8) Provide log of actual equipment usage to the Installation RSO or the Operating Location RSO.

(9) Leak test documentation for the equipment with the radioactive source(s).

(10) Site map defining the area where radioactive materials or equipment is to be used.

(11) Radiation Safety Program to include standard operating procedures, training program, and designation of the contractor's

RSO.

(12) Written acknowledgement of understanding that the Installation RSO and the Operating Location RSO will not be prevented from conducting periodic assessments and that operations will cease immediately if they are found to be unsafe by them. Statement shall be formatted as follows:

"< INSERT COMPANY NAME> recognizes that the JBSA Installation Radiation Safety Officers, or Operating Location Radiation Safety Officers are authorized to periodically conduct assessments to ensure compliance with radiation safety practices to prevent exposures to Government personnel and to prevent contamination of Government property. If deemed necessary to maintain safety, the Installation RSO or Operating Location RSO may sequester the source. Additionally, < INSERT COMPANY NAME> recognizes the authority of the Installation RSO and Operating Location RSO to suspend contractor operations believed to be unsafe. The contractor using radioactive material, and the owner of said material, are responsible for ensuring safe operations and security for their radioactive material. The Government is not liable for any costs associated with cessation of operations for safety reasons."

(13) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, provide a copy of the appropriate State authorization that allows the applicant to use the source as described in the AFRP application or a copy of a Radiation Safety Program that complies with Air Force requirements.

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d. All AFRPs will require applicants to remove all permitted sources from the Installation by the end of the work day. No equipment shall be stored on site, overnight.

e. Disposal of radioactive material on JBSA is strictly prohibited.

1.3.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telecommunication service, electric service, air conditioning, heating, fire alarm, compressed air, and thermal energy are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to hours. This time limit includes time for deactivation and reactivation.

d. Operation of Privatized Utilities: The Contractor must not operate nor disturb the setting of control devices in the utility's system, including water, sewer, electrical, and natural gas, and steam services. The applicable System Owner will operate the control devices as required for normal conduct of the work. The Contractor must notify the applicable System Owner giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

02/26

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Refer to Section 01 33 00 SUBMITTAL PROCEDURES for requirements when a classification other than "G" or "S" are used.

Submittals not having a classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

SD-04 Samples

Color Boards ; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 4032x2268x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 25 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice a set of digital photographs, through DoD SAFE, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch with each transmittal as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the

SECTION 01 30 00 Page 1

Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 52.228-5 Insurance-Work on a Government Installation, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

For projects where the superintendent is permitted to also serve as the Site Safety and Health Officer (SSHO) as established in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or

SECTION 01 30 00 Page 2 part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award, Upon completion of design and design acceptance by the government, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 REQUESTS FOR INFORMATION

Requests for information to the Government shall utilize ATT-2. Submit all RFIs as if it where a submittal in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.9.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide any updates to the Red Zone Checklist template (ATT-1).

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.9.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial

SECTION 01 30 00 Page 3

Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.10 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, CE personnel, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.10.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project…