Attachment 1 SOW JBSF236851 Repair William Hardee (Letterman Road).pdf

802D Civil Engineer Squadron

Engineering Flight

Joint Base San Antonio

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Repair William Hardee Road (Letterman Road) JBSF236851

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22 JBSA WORK RESTRICTIONS

01 30 00 10/19 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 10/19 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16.00 10 10/19 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13.10 00 11/22 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 11/22 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 11/22 SPECIAL PROJECT PROCEDURES-GIS

01 35 26 10/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 10/19 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 10/19 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 20 03/23 ENVIRONMENTAL PROTECTION

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 10/19 CLOSEOUT SUBMITTALS

01 78 23 10/19 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 VER 1.0 Apr 05, 2024

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 65% Design Documents

1.3.2 95% Design Documents

1.3.3 100% Design Documents

1.3.4 Issued-for-Construction (IFC) Package

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.1.1 Geotechnical Report

1.4.1.2 Paving Plan

1.4.1.3 Stormwater Pollution Prevention Protection Plan

1.4.1.4 Full Depth Replacement

1.4.1.5 Mill and Overlay

1.4.1.6 Removal of Material

1.4.1.7 Traffic Control Plan

1.4.2 Pavement Markings

1.4.3 Appendices

1.4.4 Location

1.4.5 Noteworthy Submittals

1.4.6 Applicable Codes & Standards

1.5 PERIOD OF PERFORMANCE

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 SPECIFICATIONS

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 REFERENCES

U.S. AIR FORCE (USAF)

AFMAN 32-7002 (2020) Environmental Compliance and Pollution Prevention

DAFMAN 91-203 (2022) Air Force Occupational Safety, Fire, and Health Standards

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ERDC/ITL TR-19-6 (2019) A/E/C Graphics Standard, Release 2.1

ERDC/ITL TR-19-7 (2019) A/E/C CAD Standard - Release 6.1

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2022; with Change 1, 2023) DoD Building Code

UFC 1-300-08 (2009; with Change 2, 2011) Criteria for Transfer and Acceptance of DoD Real Property

UFC 3-101-01 (2020; with Change 2, 2023) Architecture

UFC 3-190-06 (2021) Protective Coatings and Paints

UFC 3-201-01 (2022) Civil Engineering

UFC 3-301-01 (2019, with Change 1, 2022) Structural Engineering

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

48 CFR 52.225-9 Buy American - Construction Materials

48 CFR 52.246-12 Inspection of Construction

SECTION 01 11 00 Page 3

AIR FORCE CORPORATE FACILITIES STANDARDS (AFCFS)

IFS-FSH Installation Facility Standards - JBSA Sam Houston

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Laydown Area Request ; G

Submittal Schedule ; G

Paving Plan ; G

Qualifications Of General Contractor ; G

Qualifications Of Engineer Of Record ; G

Traffic Count Report ; G

Geotechnical Report ; G

SD-07 Certificates

Draft Interim Dd 1354 ; G

SD-05 Design Data

65% Design Documents ; G

95% Design Documents ; G

100% Design Documents ; G

Issued For Construction (IFC) Package ; G

Note: This is not an all inclusive submittals list. Contractor must refer to submittal register for complete list.

1.3 DEFINITIONS

1.3.1 65% Design Documents

This submittal is intended to insure that funding limitations are not being exceeded and that the drawings, design analysis, and specifications are proceeding in a timely manner and that the design criteria are being correctly interpreted. The Interim (65%) Design submittal shall be representative of a 65% complete design from the A-E and shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD).

The 65% Design shall consist of at a minimum:

SECTION 01 11 00 Page 4

a. 65% Design Drawings with a 95% compl et e sheet i ndex l i s t (even if sheets are place holders, they shall be listed and marked as such), Combined PDF

b. 65% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

c. 65% Design Specifications, using SpecsIntact, Combined PDF Note: Specifications shall have tailoring options chosen and non-applicable text red-lined, with revision history shown. Only minor tailoring decisions that require further Government coordination shall remain. Combined PDF shall be generated/published with a Table of Contents at the beginning of the specification package and include bookmarks with section numbers. Electronic version shall be published in color. Reference Appendix G.

d. 65% Design Analysis & Calculations Note: Design Analysis shall be updated to include full design calculations. Design Analysis shall also include any required investigative reports needed for design

The f ol l owi ng i t ems must be submi t t ed wi t h t he 65% submi t t al i f not al r eady submi t t ed: Design Quality Control Plan, Design and Code Checklist, Contractor Laydown, Traffic Count Report, Geotechnical Report, Topographical Survey, Paving Plan, SWPPP, and Haul Road Plan. It is highly encouraged to submit these items before the 65% submittal.

1.3.2 95% Design Documents

This submittal r epr esent s a 100% compl et e desi gn with the exception of the incorporation of any review comments resulting from the review of the submittal. Government review comments from the 65% Design shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD).

The 95% Design shall consist of at a minimum:

a. Annotated 65% review comments, must show original comment and response/action

b. 95% Design Drawings, Combined PDF

c. 95% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

Note: Drawings shall be complete, with all sheet and detail references established

d. 95% Design Specifications, using SpecsIntact, Combined PDF Note: Specifications shall be fully tailored, while still showing all revision history. Combined PDF shall be generated/published with a Table of Contents at the beginning of the specification package and include bookmarks with section numbers. Electronic version shall be published in color.

e. 95% Design Analysis & Calculations Note: Design Analysis shall be updated to capture any changes to the design approach or design solution

SECTION 01 11 00 Page 5

1.3.3 100% Design Documents

This submittal represents a complete design (design analysis, specifications, and drawings). Government review comments from the 95% Design shall be fully incorporated into this submittal. This submittal shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN

AFTER AWARD).

`The 100% Design shall consist of at a minimum:

a. Annotated 95% review comments; must show original comment and response/action

b. 100% Design Drawings, Combined PDF

c. 100% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

d. 100% Design Specifications, using SpecsIntact, Combined PDF Note: Specifications should now only show project specific text.

Combined PDF shall be generated/published with a Table of Contents at the beginning of the specification package and include bookmarks with section numbers. Electronic version shall be published in color.

e. 100% Design Analysis & Calculations

f. Draft DD 1354

The f ol l owi ng i t ems must be submi t t ed wi t h t he 100% submi t t al i f not al r eady submi t t ed yet : Accident Prevention Plan, Contractor Quality Control Plan, Construction Site Plan, all pre-construction Environmental submittals, Integrated Solid Waste Management Plan, and any other outstanding pre-construction submittals. It is highly encouraged to submit these items before the 100% submittal.

1.3.4 Issued-for-Construction (IFC) Package

This submittal is to provide the Government with stamped/signed/sealed submittals of the 100% Design Package after it has been confirmed that the 95% review comments were properly addressed. 100% Design is tamped/signed/sealed by the DOR. No unauthorized changes shall be made between the 100% Design submittal and the IFC Package submittal.

The IFC Package shall consist of at a minimum:

a. IFC Drawings, Combined PDF

b. IFC Drawings, CAD files in conformance with section 01 35 13.20 00

SPECIAL PROJECT PROCEDURES-CAD

c. IFC Specification, using SpecsIntact, Combined PDF Note: Combined PDF shall be generated/published with a Table of Contents at the beginning of the specification package and include bookmarks with section numbers. Electronic version shall be published in color.

d. IFC Specifications, using SpecsIntact, SEC files

e. IFC Design Analysis & Calculations

SECTION 01 11 00 Page 6

f. Submittal Register

The f ol l owi ng submi t t al s must be submi t t ed wi t h t he I FC submi t t al i f not al r eady submi t t ed yet : Environmental Permit, TCEQ Permit, Dig Permit, and any other applicable permits. It is highly encouraged to submit these items before the IFC submittal.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

This is a Design-Build Project that will have a 65- 95- 100% desi gn r evi ew wi t h gover nment appr oval s . This project consist of full depth repair and mill overlay. This project begins at the intersection of William Hardee (Letterman Road) and Garden Ave for full depth repair at approximately 2,370 Linear feet to the project intersection of Scott Rd and William Hardee Road (Letterman Road). The full depth repair of phase 1 CLIN 0005 of the project extent 84 Liner feet toward Koehler RD from Garden Ave to William Hardee (Letterman Road) . Phase 1 CLIN 005 will include approximately 323 Liner feet of mill over lay and starting at Koehler Rd and William Hardee (Letterman Road) . View attachment ( Appendi x A) .

The work includes a compl et e f ul l - dept h r econst r uct i on of t he Wi l l i am Har dee r oad ( Let t er man Road) . Sidewalk , Cur b & Gut t er , i nl et dr ai ns, and r econst r uct i on of compl i ant ADA St andar d r amps f or accessi bl e desi gn and addi ng r equi r ed pai nt s accor di ng t o ADA St andar ds f or Accessi bl e Desi gn.

The contractor shall design the construction of the road in three phases to allow two entrances/ exits roadway open ings to the housing section at William Hardee Rd (Letterman Road) during the construction phases. The contractor shall start the repair with Phase one of the project according to ( Appendix A page 1 ) .

i. The contactor shall assume/account for the following:

a. For estimation/bid purposes only , the contractor shall assume/account for the following layers and depths for the proposed roadway full depth repair:

1. Asphalt concrete Surface course TXDOT 340 Type "D" = 1.5 in

2. Asphalt concrete Base course TXDOT 340 Type "B" = 3 in

3. Aggregate Base Course = 9 in

4. Lime stabilizer Subgrade = 8 in I nclude s a surface Tack Coat, and Prime Coat

For estimation/bid purposes only , the contractor shall assume/account for using PG 70-22 for the asphalt binder.

b. Contractor shall provide a pavement design with supporting documents such as (but not limited to) the geotech report, traffic count report, and design calculations. Pavement design must be done by a Licensed Engineer with pavement design experience. Pavement Design must meet standards of UFC 3-250-01 Pavement Design For Roads and Parking Areas.

The Traffic Count Report must be in accordance with UFC 3-201-01 and must be conducted a minimum of 3 consecutive days, to be used for pavement design efforts.

c. The contractor shall Proofrolle the Subgrade. Lime treatment methods are used for sub-grade stabilization .

SECTION 01 11 00 Page 7

d. The contractor shall reconstruct thirteen (13) compliant ADA standard ramps for accessible design. The 13 ADA ramp locations are specified in (Appendix A) .

e. Contractor to reconstruct all the curb and gutters along the roadway reconstruction, approximately 4,740 liner feet.

f. Contractor shall replace all of the sidewalk connected to the curb and replace it with a new sidewalk and curb. The Sidewalk section by the bus station connected to the curb are not to be replaced. The distance of the sidewalk required is approximately 1,838 liner feet.

g. Contractor shall replace two (2) storm water inlets.

h. Contractor shall include a six (6) feet fence between the sidewalk and the housing neighborhood during each phase of construction.

e. Install six pedestrian sign posts crossing ( W 11-2 ) at the required location s with required striping paint according to ADA Standards for Accessible Design (Appendix A page 2).

j . At minimum, the road pavement cross slop e shall not less than 1 percent crowned pavement. The preferred cross slope is 2%.

k. Use Type B & D asphalt for roadway (Type D for Surface layer & Type B for Binder Course layer ).

l. The existing pavement section has 3 inches of asphalt and 4 inches of aggregate base.

The Contractor is responsible for the following:

a. Pr ovi de Desi gn Document s and Repor t s t hat meet t he appl i cabl e r equi r ement s of t he Desi gn Dat a ( Desi gn Af t er Awar d) Sect i on 01 33 16. 00 10.

1. Surface drain all roadway Stormwater run-off into the existing Stormwater inlet if possible. If not, then the Design Engineer shall provide a viable and economical drainage solution.

b. The cont r act or i s r esponsi bl e and l i abl e t o compl y wi t h al l of JBSA- FSH Envi r onment al Pr ot ect i on Sect i on 01 57 20.

c. Maintaining and improving drainage from the roadway into existing drainage structures and drainage pathways that drain water from the roadway . The existing drainage pattern should be determined from the Contractor's survey.

1. Publicly available Lidar data may be used for the purposes for determining Stormwater flow onto the roadway from off-site areas.

d. Protecting and maintaining existing infrastructure that may be impacted by construction activities.

e. Contractor shall ensure curb height from the roadway surface will not be less than 6" post-construction. the contractor Shall submit and include the curve height in the cross-section of the engineering drawing.

SECTION 01 11 00 Page 8

f. For asphalt testing contractor to refer to Section 32 12 16.16

ROAD-MIX ASPHALT PAVING

g. Contractor shall coordinate with the Project Manager (PM) to have a Charrette Meeting with applicable parties, no later than 14 calendar days after the notice to proceed for design has been issued .

h. The contractor shall provide a Traffic Control Plan for the construction phases to be approved by 802 CES.

i. Obtaining the required permits with Texas Commission on Environmental Quality(TCEQ) and any other regulatory agents with jurisdiction.

j . Const r uct i on ef f or t s wi l l onl y be al l owed t o begi n upon:

1. Pr e- const r uct i on meet i ng has happened wi t h t he appr opr i at e par t i es.

2. Pr e- const r uct i on Submi t t al s and Fi nal Desi gn have been appr oved by t he 802 CE Squadr on and Cont r act i ng Of f i cer .

3. Tr af f i c Cont r ol Pl an i s adver t i sed by Publ i c Af f ai r s ( PA) .

4. Obt ai ned Di g Per mi t .

k. The contractor shall field verify all required dimensions and information to produce documents. The contractor shall develop accurate electronic plans in AutoCAD drawing format.

Not e: The Cont r act or i s r esponsi bl e f or pr ovi di ng al l Pr e- Const r uct i on Submi t t al s pr ompt l y dur i ng t he Desi gn Phase, consi der i ng each submi t t al has a 10 Wor ki ng Day Revi ew ( unl ess speci f i ed di f f er ent l y) .

1.4.1.1 Geotechnical Report

a. Describe in the report the regional geology, topography, and any other physiographic information that will aid and may influence the design.

b. Be sure to include (but not limited to) boring logs and locations, existing pavement depths (asphalt surface, base, and subgrade), recommendations for subgrade stabilization, and soil test for sulfates.

c. Soils investigation (sampling, testing, and evaluation) must be in accordance with UFC 3-220-01, UFC 3-250-01, and UFC 3-260-02.

d. Report must meet the applicable requirements of the Design Data (Design After Award) Section 01 33 16.00 10 .

e. If Geotechnical work will affect traffic flow, then a Traffic Control Plan must be submitted for Geotechnical work. If the impacts are minor, then review time will take 15 working days.

1.4.1.2 Paving Plan

a. Paving plan should include (at a minimum): Thickness, Type, Location, Location of Section Cuts, Stationing, and Dimensions.

1.4.1.3 Stormwater Pollution Prevention Protection Plan

a. Develop and submit a Stormwater Pollution Protection Plan (SWPPP). In accordance with 01 57 20 ENVIRONMENTAL PROTECTION

SECTION 01 11 00 Page 9

b. Storm Water Pollution Protection Plan (SWPPP) must be incorporated in to the design drawing s.

1.4.1.4 Full Depth Replacement

a. Contractor shall properly remove and dispose of lead based pavement markings and other debris before removing full-depth section.

Contractor to abate lead based yellow pavement markings .

b. The contractor shall remove the roadway layers down to the Subgrade stabilize Subgrade and rebuild sections for full-depth replacement.

c. Rebuilt roadway as specified by the Design Engineer.

d. When located within 4 inches of curbs, water valves, storm drain inlets, etc.,the Contractor must use appropriate methods that will not cause damage to existing infrastructure.

1.4.1.5 Mill and Overlay

a. Only use Mill and Overlay method for areas where the base is structurally sound.

b. Contractor shall properly removal and dispose of lead based pavement markings and other debris before beginning the milling process

c. The Contractor shall mill the existing asphalt pavement down to a depth specified by the Design Engineer.

d. When located within 4 inches of curbs, water valves, storm drain inlets, etc., asphalt shall be removed by a manual system or other methods acceptable to the Contracting Officer.

e. The Contractor shall remove all asphalt from gutters during the milling process and leave gutters clear of debris.

1.4.1.6 Removal of Material

a. The Contractor shall not stockpile milled or excavated material on JBSA. The Contractor shall follow material disposal protocol per

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.1.7 Traffic Control Plan

a. Provide a professionally developed Traffic Control Plan(TCP). The TCP shall be drawn by a Traffic Engineer or a Civil Engineer with a minimum of 5 years of TCP experience. TCP shall incorporate the phasing plan so the neighborhood can have access points at all times.

b. The Contractor shall provide all temporary traffic signs and barricades necessary to reroute vehicle and pedestrian traffic. All driveway closures shall be coordinated with the 802 CE Squadron and the Contracting Officer.

c. Proper signage and flagger personnel(when required) must be provided.

d. Contractor must provide at least 2 digital signs to advertise roadway work at least 30 days before construction starts.

1.4.2 Pavement Markings

a. Contractor shall replace all pavement markings to match the roadway

SECTION 01 11 00 Page 10 prior to construction, including any missing or worn-away striping.

Longitudinal Pavement striping shall be truck applied, but crosswalk striping, arrows, and words may be applied using a striping machine.

Contractor must use lead free roadway markings, and replace reflectors with new. Contractor to establish marking required according to ADA Standards for Accessible Design.

b. The contractor is required to remove the white marking on some of the sidewalk crossing by a coat of black asphalt sealer.

c. After proper curing of the pavement, the Contractor shall install all pavement markers and open roads for use as soon as possible.

1.4.3 Appendices

Appendix A Site Maps William Hardened road (Letterman Road) Appendix B Utility Maps (FOR REFERENCE ONLY) Appendix C Environment Lead Base Paint Appendix D Material Submittal Register Appendix E SpecsIntact Print Processing Settings

Not e: As- Bui l t s ar e not avai l abl e.

1.4.4 Location

The work is located at William Hardee road (Letterman Road) and begins at the intersection of Scott Rd and William Hardee (Letterman Road) and goes east to the project end at the intersection of William Hardee(Letterman Road) and Garden Ave.

1.4.5 Noteworthy Submittals

The following submittals do not represent all required submittals.

Contractor shall refer to submittal register developed during design and submittals required by submittal register provided by the Government.

Before construction, the Contractor shall submit the following items:

Qualifications of General Contractor to include but not limited to

(a) Proof of minimum 5 years of experience working relevant Federal, State, or local government projects.

(b) Provide past 5 years of related project experience.

Qualifications of Engineer of Record to include but not limited to

(a) Proof of active professional licensure in the State of Texas.

Contractor Laydown Area Request Request shall be submitted as early as possible. Approval process will take one to three months to complete.

65% Design Documents , in conformance with 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) section Interim Design Submittals

(a) 65% Design Drawings, Combined PDF

(b) 65% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

(c) 65% Design Specifications, using SpecsIntact, Combined PDF

(d) 65% Design Analysis & Calculations

(e) 65% Fire Protection Design Analysis, per UFC 3-600-01

95% Design Documents , in conformance with 01 33 16.00 10 DESIGN DATA

SECTION 01 11 00 Page 11

(DESIGN AFTER AWARD) section Interim Design Submittals

(a) 95% Design Drawings, Combined PDF

(b) 95% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

(c) 95% Design Specifications, using SpecsIntact, Combined PDF

(d) 95% Design Analysis & Calculations

(e) 95% Fire Protection Design Analysis, per UFC 3-600-01

100% Design Documents , in conformance with 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) section Final Design Submissions

(a) 100% Design Drawings, Combined PDF

(b) 100% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

(c) 100% Design Specifications, using SpecsIntact, Combined PDF

(d) 100% Design Analysis & Calculations

(e) 100% Fire Protection Design Analysis, per UFC 3-600-01

(f) Draft DD 1354

Issued For Construction (IFC) Package , in conformance with 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) section Design Complete Submittals

(a) IFC Drawings, Combined PDF, two (2) half-size hardcopy plots, and (1) full-size hardcopy plot

(b) IFC Drawings, CAD files in conformance with section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD, and Advanced Modeling Documents

(c) IFC Specifications, using SpecsIntact, Combined PDF with color

(d) IFC Specifications, using SpecsIntact, SEC files

(e) IFC Design Analysis & Calculations

(f) IFC Fire Protection Design Analysis, per UFC 3-600-01

(g) Submittal Register, in xlsx file format

Geotechnical Report , as part of the Design Analysis

During construction, the Contractor shall submit the following items:

Draft Interim DD 1354 , at approximately 65% construction completion

After construction has completed, the Contractor shall submit the following items:

Record Documents Record Drawings, in conformance with 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD and 01 78 00 CLOSEOUT SUBMITTALS (Hardcopies, three (3) full-size, three (3) half-size) Record Drawings (Electronic), in conformance with 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD and 01 78 00 CLOSEOUT SUBMITTALS Specifications, to include any authorized revisions made during construction

Operation & Maintenance Manual , in conformance with Section 01 78 23

OPERATION AND MAINTENANCE DATA

Warranty Management Plan , in conformance with Section 01 78 00

CLOSEOUT SUBMITTALS

Interim DD 1354 , with implemented corrections from Draft Interim DD 1354 submission

SECTION 01 11 00 Page 12

1.4.6 Applicable Codes & Standards

The following represents applicable codes and standards that shall be followed for work performed on this project by the Contractor, subcontractors , and A/E firm . It is the Contractor's responsibility to ensure that all applicable codes and standards, even if not shown here, shall be followed.

UFC 1-200-01 DoD Building Code UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real

Property UFC 3-101-01 Architecture UFC 3-190-06 Protective Coatings and Paints UFC 3-201-01 Civil Engineering UFC 3-301-01 Structural Engineering AFMAN 32-7002 Environmental Compliance and Pollution Prevention DAFMAN 91-203 Air Force Occupational Safety, Fire, and Health

Standards EM 385-1-1 Safety and Health Requirements Manual ERDC/ITL TR-19-6 A/E/C Graphics Standard, Release 2.1 ERDC/ITL TR-19-7 A/E/C CAD Standard - Release 6.1 29 CFR 1910 Occupational Safety and Health Standards 29 CFR 1926 Safety and Health Regulations for Construction 48 CFR 52.225-9 Buy American - Construction Materials 48 CFR 52.246-12 Inspection of Construction IFS-FSH Installation Facility Standards - JBSA Sam Houston

1.5 PERIOD OF PERFORMANCE

Contractor shall conduct all activities specified within the allotted time frames as specified in the following table:

CLIN Task No.

Task Performance (Calendar Days)

Cumulative (Calendar Days)

Contracting Kick-Off Meeting - -

0001 01 Design Kick-Off Meeting 1 1

02 Interim Design (65% Design) 51 52

Government Review - 65% Design 21 73

03 Final Design (95% Design) 28 101

Government Review - 95% Design 21 122

04 Corrected Final Design (100% Design)

14 136

Government Review - 100% Design 17 153

05 IFC Submittal 7 160

0002 06 Phase 1 Full Depth 49 209

0003 07 Phase 2 Full Depth 49 258

SECTION 01 11 00 Page 13

CLIN Task No.

Task Performance (Calendar Days)

Cumulative (Calendar Days)

0004 08 Phase 3 Full Depth 49 307 0005 09 Phase 1 Mill Overlay 40 347

TOTAL PERFORMANCE:

(CALENDAR DAYS)

Note: Typically 1 Week has 5 Working Days, and 1 Week has 7 Calendar Days.

Therefore, 5 Working Days is equivalent to 7 Calendar Days.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SPECIFICATIONS

The following specifications are provided by the Government, and shall not be modified by the Contractor:

01 11 00 SUMMARY OF WORK

01 14 00 JBSA WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATION

01 45 00.00 10 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

The f ol l owi ng UFGS speci f i cat i ons shal l be tailored by t he Desi gn Engi neer ( DE) and pr ovi ded as par t of t he Desi gn Speci f i cat i ons ( unl ess a speci f i cat i on does not appl y) . However , t he DE cannot omi t any l i s t ed submi t t al unl ess appr oved by t he Gover nment .

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 31 00 00 EARTHWORK

SECTION 01 11 00 Page 14

UFGS 31 23 00 EXCAVATION AND FILL

UFGS 31 32 19.13 GEOGRID SOIL STABILIZATION

UFGS 32 01 16.71 COLD MILLING ASPHALT PAVING

UFGS 32 11 13.13 LIME TREATED SUBGRADE

UFGS 32 11 23 AGGREGATE BASE COURSE

UFGS 32 11 33.13 PORTLAND CEMENT-STABILIZED BASE COURSES

UFGS 32 12 13 BITUMINOUS TRACK AND PRIME COATS

UFGS 32 12 16.16 ROAD-MIX ASPHALT PAVING

UFGS 32 17 23 PAVEMENT MARKINGS

UFGS 32 92 23 SODDING

The Desi gn Engi neer shal l pr ovi de any addi t i onal UFGS speci f i cat i ons as needed. The UFGS t empl at es can be downl oaded f r om ht t ps: / / www. wbdg. or g/

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SECTION 01 11 00 Page 15

SECTION 01 11 00 Page 16

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

JBSA WORK RESTRICTIONS

11/22

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 Installation Access

1.4.1.3 JBSA Fort Sam Houston/Camp Bullis Access

1.4.1.3.1 Prohibited Haul Routes

1.4.1.3.2 Gate Restrictions

1.4.1.4 JBSA Lackland/Chapman/Kelly Access

1.4.1.4.1 Prohibited Haul Routes

1.4.1.4.2 Gate Restrictions

1.4.1.5 JBSA Randolph/Seguin/Canyon Lake Access

1.4.1.5.1 Prohibited Haul Routes

1.4.1.5.2 Gate Restrictions

1.4.1.6 Government Housing Areas

1.4.1.7 No Smoking Policy

1.4.2 Emergency Response Requirements

1.4.3 Radioactive Materials and Equipment (Use and Storage)

1.4.4 Working Hours

1.4.5 Work Outside Regular Hours

1.4.6 Exclusionary Period

1.4.7 Occupied Building[s]

1.4.8 Permits and Requests

1.4.8.1 Dig Permits/Utility Locates

1.4.8.2 Utility Outage Permit

1.4.8.3 Hot Work Permit

1.4.8.4 Road Closure Permits

1.4.9 Utility Cutovers and Interruptions

1.5 PERMANENT UTILITIES

1.5.1 Water Meter

1.6 SECURITY REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00 Page 2

SECTION 01 14 00

JBSA WORK RESTRICTIONS

11/22

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.

JOINT BASE SAN ANTONIO

JBSANANTONIOI 31-1131 INSTALLATION ACCESS

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B (2019; TIA 20-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT)

TMUTCD Texas Manual on Uniform Traffic Control Devices

U.S. AIR FORCE (USAF)

AFMAN 40-201 (2019) Radioactive Materials (RAM) Management

AFMAN 48-148 (2020) Ionizing Radiation Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Installation Access

[ 1.3 SPECIAL SCHEDULING REQUIREMENTS

[ [a.] [_____] 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

SECTION 01 14 00 Page 3 work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) [_____]

(2) [_____]

] [c.] [_____] 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 roads, railroads, or utility service must be requested in writing as outlined in paragraph PERMITS AND REQUESTS, prior to the desired date of interruption.

] 1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 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.

1.4.1.1 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.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA [Lackland] [Randolph] [Fort Sam Houston] [Camp Bullis] 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 10 business days prior to the requested entry date. Foreign nationals requiring installation access require an additional 10 buisness 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 the Installation Access Credential form (see Appendix E) 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:

a. One form of picture identification.

b. Personal identifiable information and vehicle information as required to process all Unescorted Pass Requests.

SECTION 01 14 00 Page 4

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.

1.4.1.3 JBSA Fort Sam Houston/Camp Bullis Access

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

a. Walters Gate

b. SAMMC/I-35 Gate

c. Jadwin Commercial Gate (Commercial Vehicles Only)

1.4.1.3.1 Prohibited Haul Routes

a. Through any housing area. Skirting the area is acceptable.

b. Through the Community Center; bounded to the north by Schofield Road, to the east by Schaffer Road/Patch Road, to the south by Wilson Street, and to the west by Stanley Road.

c. Do not travel on Stanley Road during times of troop movements.

d. Travel only on defined roads through the AMEDD Training Campus.

1.4.1.3.2 Gate Restrictions

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

a. Jadwin Commercial Gate, if closed vehicles may enter through the Walters Gate

b. SAMMC/I-35 Commercial Gate, for projects located at SAMMC/BAMC only

c. 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 day][_____] notification.

1.4.1.4 JBSA Lackland/Chapman/Kelly Access

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

a. Item

b. Item

c. Item

1.4.1.4.1 Prohibited Haul Routes

a. Item

b. Item

c. Item

1.4.1.4.2 Gate Restrictions

a. Item

b. Item

c. Item

1.4.1.5 JBSA Randolph/Seguin/Canyon Lake Access

Persons not in posession of a valid access credential shall enter the

SECTION 01 14 00 Page 5 installation through the following entry control points:

a. Item

b. Item

c. Item

1.4.1.5.1 Prohibited Haul Routes

a. Item

b. Item

c. Item

1.4.1.5.2 Gate Restrictions

a. Item

b. Item

c. Item

1.4.1.6 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.

1.4.1.7 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.

1.4.2 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 UNTI L DI RECTED TO BY THE 9- 1- 1 DI SPATCHER

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 Fort Sam HoustonJBSA LacklandJBSA Randolph emergency dispatcher. If project is located on JBSA Camp Bullis, still request to be transfered to the JBSA Fort Sam Houston emergency dispatcher.

1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Non-Air Force agencies, including contractors, who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston

SECTION 01 14 00 Page 6 and Camp Bullis must obtain proper authorization in accordance with the above references AFMAN 40-201 and AFMAN 48-148 . Non-Air Force agencies will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Non-Army agencies (including civilian contractors) require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization - ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

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

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and 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 Rom 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) Project Local Point of Contact: Name, Address, and Phone.

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

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA RSO.

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

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation

SECTION 01 14 00 Page 7

Protection/Safety Officer.

11) Written confirmation that the JBSA RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. No radiation producing equipment will be stored on JBSA Fort Sam Houston or JBSA Camp Bullis property overnight.

f. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

g. Submission of Application. Submit three copies of the application with the required supporting documentation to 502nd Air Base Wing Safety Office 59th Medical Wing and to the 802 CES Project Manager:

JBSA Installation Radiation Safety Officer 502 ABW/Safety Telephone No: (210) 221-5329 Email: 502ABW.SE.SafetyJBSA-FSH@us.af.mil 59th Medical Wing/SGPB 559 MDW Telephone No: (210) 292-7765 59th Medical Wing/SGPB 559 MDW Telephone No: 210 652-3256 Email:

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

1.4.4 Working Hours

Regular working hours will consist of an 8 1/2 hour period , between 7:30 a.m. and 4:30 p.m., Monday through Friday , [and 7 a.m. to 3:30 p.m. on Saturday][and 7:30 a.m. to 4:30 p.m. on Saturday], excluding Government holidays. The lunch period for contractors requiring escorts is from 11:30 am to 1:30 pm. For work other than standard hours the contractor must submit a written request for approval not less than [10][_____] working days to the Contracting Officer.

1.4.5 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

SECTION 01 14 00 Page 8 unless directed otherwise.

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

[ 1.4.6 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.

][ 1.4.7 Occupied Building[s]

The Contractor shall be working [in an existing building] [around existing buildings] which [is][are] occupied.[ Do not enter the building[s] without prior approval of the Contracting Officer.]

[ The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

][ Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the [_____] during the construction period.

] [Relocate movable furniture [approximately [6 feet] [_____] away from the Contractor's working area] [as required to perform the work], protect the furniture, and replace the furniture in [its] [their] original location[s] upon completion of the work.][ Leave attached equipment in place, and protect [it] [them] against damage, or temporarily disconnect, relocate, protect, and reinstall [it] [them] at the completion of the work.]

[ The Government will remove [and relocate] other Government property in the areas of the building[s] scheduled to receive work.

] The contractor shall coordinate with the Installation's Locksmith to swap-out existing key cores for contractor-owned construction key cores.

At beneficial occupancy, all contractor-owned construction key cores shall be removed and Government key cores reinstalled. If there is a requirement for new key cores, contractor shall install the new key cores.

] 1.4.8 Permits and Requests

Dig Clearance/Outage coordination meeting is held in building 4197 on Mondays, from 0900 to 1000. If a Government holiday falls on a Monday, the coordination meeting will be canceled for that week, and no dig permits or outage requests will be accepted or processed for that week.

Dig Clearnce/Outage coordination meeting is held 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.

No Dig Clearnce/Outage coordination meeting is held at JBSA Randolph.

Contractor shall coordinate with the 802 CES Project Manager for permit and request approval.

Hot Work permits and Road Closure permits are not processed through the Dig Clearance/Outage coordination meeting, so are not affected by any

SECTION 01 14 00 Page 9 changes to the meeting's schedule.

All permit requests must include at minimum the following:

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

b. 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 Day Advance Notice minimum, unless otherwise noted

i. Contractor's Representative Contact Information

1.4.8.1 Dig Permits/Utility Locates

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

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix E to the Dig/Outage Clearance Meeting and the 802 CES Project Manager.

c. Contractor shall allow [14][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.

d. Permits will identify all underground utilities 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.

1.4.8.2 Utility Outage Permit

a. Contractor shall complete and submit a written request [14][21][30][__] calendar days in advance of the requested utility outage to the 802 CES Project Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Outage Request form included in Appendix E.

b. 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.

c. Contractor shall be responsible for pre-coordinat ion with CPS Energy for any facility electrical service or gas service outage request.

Contractor shall be responsible for pre-coordination with American Water for any work affecting water or sanitary sewer lines outside the points of demarcation. Contractor shall also be responsible for pre-coordination with 502D Communications Squadron , Network Enterprise Center ( NEC) , Security Forces, and Army Security System Network ( G-2 ) .

802 CES Project Manager to advise on when an outage request will require coordination with these coordinators, as not all outages will affect these Government stakeholders. This coordination is separate from the Government's coordination meeting, and must be performed prior to submission to the 802 CES Project Manager .

SECTION 01 14 00 Page 10

d. Provide the 802 CES Project Manager a copy of the Utility Outage request once all applicable pre-coordination stakeholders and Facility Manager(s) have signed the request. Processing time does not start until these stakeholders have signed the outage request.

e. After submitting the request to the government, the contractor shall received approval from the government prior to performing a utility outage.

1.4.8.3 Hot Work Permit

Under no ci r cumst ances shal l hot wor k oper at i ons st ar t wi t hout a hot wor k 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 802 CES Project Manager.

JBSA Fort Sam Houston Fire Prevention: (210) 221-2727 JBSA Lackland Fire Prevention: (210) 671-2921 JBSA Randolph Fire Prevention: (210) 652-6915

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.

1.4.8.4 Road Closure Permits

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 802 CES Project Manager at least [60] calendar days prior to anticipated need for closure.

b. The Contractor 's traffic control plan will include each section of road…