Attachment 1- SOW JBSF236851 Repair William Hardee (Letterman Road)_rev1.pdf

802D Civil Engineer Squadron

Engineering Flight

Joint Base San Antonio

THIS PAGE INTENTIONALLY LEFT BLANK

Repair William Hardee Road (Letterman Road) JBSF236851

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 12/22, CHG 5: 07/24 SUMMARY OF WORK

01 14 00 11/22 JBSA WORK RESTRICTIONS

01 30 00 11/22 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 12/22, CHG 1: 03/24 PROJECT SCHEDULE

01 33 00 11/22 SUBMITTAL PROCEDURES

01 33 16.00 10 12/22 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 12/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 12/22 QUALITY CONTROL

01 50 00 12/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 20 06/23 ENVIRONMENTAL PROTECTION

01 58 00 12/22 PROJECT IDENTIFICATION

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

DISPOSAL

01 78 00 12/22, CHG 1: 03/24 CLOSEOUT SUBMITTALS

01 78 23 01/23 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Rev 1 Jul 15, 2024

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

12/ 22, CHG 45: 0307 /24

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Scope Review Meeting

1.3.2 Charrette

1.3.3 Comment Review Conference

1.3.4 Interim (65%) Design

1.3.5 Final (95%) Design

1.3.6 Design Complete (100%)

1.3.7 Issued-for-Construction (IFC)

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.1.1 Appendices:

1.4.1.2 General Guidelines

1.4.1.2.1 Safety

1.4.1.2.2 Environmental

1.4.1.2.3 Contractor Jobsite Trailers

1.4.1.2.4 Full Depth Replacement

1.4.1.2.5 Mill and Overlay

1.4.1.2.6 Removal of Material

1.4.1.2.7 Pavement Markings

1.4.1.3 Design Guidelines

1.4.1.3.1 General

1.4.1.3.2 Hazardous Materials

1.4.1.3.3 Civil

1.4.1.3.3.1 Geotechnical Report

1.4.1.3.3.2 Paving Plan

1.4.1.3.3.3 Stormwater Pollution Prevention Protection Plan

1.4.1.3.3.4 Traffic Control Plan

1.4.1.3.3.5 Landscape

1.4.2 Location

1.4.3 Noteworthy Submittals

1.5 EXISTING WORK

1.6 LOCATION OF UNDERGROUND UTILITIES

1.6.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PERFORMANCE PERIOD

3.1.1 SPECIFICATIONS

3.2 FORMATTING

SECTION 01 11 00 Page 1

3.2.1 Electronic Filename Formatting

3.2.2 Email Formatting

ATTACHMENTS:

ATT-1 - SpecsIntact Guidance for Contractors

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

12/ 22, CHG 45: 0307 /24

PART 1 GENERAL

1.1 REFERENCES

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2022) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 - IP (2019; Errata 1 2019; Errata 2-5 2020;

Addenda BY-CP 2020; Addenda AF-DB 2020;

Addenda A-G 2020; Addenda F-Y 2021;

Errata 6-8 2021; Interpretation 1-4 2020;

Interpretation 5-8 2021 Addenda AS-AQ 2022) Energy Standard for Buildings Except Low-Rise Residential Buildings

AIR FORCE CORPORATE FACILITIES STANDARDS (AFCFS)

IFS-FSH Installation Facility Standards - JBSA Sam Houston

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

ICC IEBC (2021) International Existing Building Code

ICC IMC (2021) International Mechanical Code

ICC IPC (2021) International Plumbing Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 (2022; ERTA 3 2022) Standard for the Installation of Sprinkler Systems

NFPA 70 (2023) National Electrical Code

NFPA 101 (2021; TIA 21-1) Life Safety Code

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. AIR FORCE (USAF)

AFI 32-10141 (2019) Planning and Programming Fire Safety Deficiency Correction Projects

AFMAN 32-7002 (2020) Environmental Compliance and

SECTION 01 11 00 Page 3

Pollution Prevention

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 1-200-02 (2020; with Change 2, 2022) High Performance and Sustainable Building Requirements

UFC 1-300-02 (2014; with Change 3, 2021) Unified Facilities Guide Specifications (UFGS) Format Standard

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 (2018; with Change 5, 2020) Civil Engineering

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

UFC 3-400-02 (2018) Design: Engineering Weather Data

UFC 3-401-01 (2013; with Change 1, 2015) Mechanical Engineering

UFC 3-410-01 (2013; with Change 8, 2021) Heating, Ventilating, and Air Conditioning Systems

UFC 3-410-02 (2018; with Change 2, 2021) Direct Digital Control for HVAC and Other Building Control Systems

UFC 3-420-01 (2021) Plumbing Systems

UFC 3-501-01 (2015; with Change 1, 2019) Electrical Engineering

UFC 3-520-01 (2015; with Change 2, 2021) Interior Electrical Systems

UFC 3-530-01 (2023) Interior And Exterior Lighting

SECTION 01 11 00 Page 4

Systems

UFC 3-600-01 (2016; with Change 6, 2021) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018; with Change 2, 2022) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-021-01 (2008; with Change 1, 2010) Design And O&M: Mass Notification Systems

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

1.2 SUBMITTALS

When a submittal has been marked for Government approval, including those developed by the DOR during design; approval of those submittals does not mean the respective submittal has been confirmed to be technically acceptable. Approval in this case only means that the Government has reviewed the submittal and appears to conform to contractual requirements.

Contractor, and DOR, is responsible for ensuring work is performed to meet technical acceptability.

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

Contractor Laydown Area Request ; G

Qualifications Of General Contractor ; G

Qualifications Of Designer Of Record ; G

Submittal Schedule ; G

Paving Plan ; G

Qualifications Of General Contractor ; G

Qualifications Of Engineer Of Record ; G

Traffic Study Count Report ; G

Geotechnical Report ; G

SECTION 01 11 00 Page 5

SD-05 Design Data

Geotechnical Report ; D

Interim (65%) Design ; R

Final (95%) Design ; R

Design Complete (100%) ; R

Issued For Construction (IFC) Package ; C

SD-06 Test Reports

Analytical Report ; G

SD-07 Certificates

Draft Interim Dd 1354 ; G

SD-10 Operation and Maintenance Data

Operation & Maintenance Manual ; G

SD-11 Closeout Submittals

Record Documents ; G

Warranty Management Plan ; G

Interim Dd 1354 ; 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.

1.3.2 Charrette

Contractor led meeting. Meetings shall be conducted in-person, but also include a telemeeting component. The purpose of the Charrette is for the Contractor to meet with the stakeholders. This is the opportunity of for the Contractor to go over the project with them, and interview and coordinate with the stakeholders. It also recommended for your sub-contractors to attend.

1.3.3 Comment Review Conference

Contractor led meeting 3-4 days after receiving government comments after each design submittal. Meetings shall be conducted through telemeeting.

Telemeeting shall be held through a service compatible with Government networks. Contractor is to consolidate, track and review government comments to determine concurrence, non-concurrence or more information is

SECTION 01 11 00 Page 6 needed. The results of these meetings will be incorporated into the next design submittals.

1.3.4 Interim (65%) Design

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:

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.

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 Study, Geotechnical Report, Topographical Survey, Paving Plan, SWPPP, and Haul Road Plan. It is highly encouraged to submit these items before the 65% submittal.

1.3.5 Final (95%) Design

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

SECTION 01 11 00 Page 7

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

1.3.6 Design Complete (100%)

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.

1.3.7 Issued-for-Construction (IFC)

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

SECTION 01 11 00 Page 8

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

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

The word remove or removed as used in this specification, shall be understood to mean that the Contractor shall disconnect and/or demolish item indicated, from its supportive element base and/or its mechanical or electrical connection, and dispose of the item off the installation.

The word provide or provided as used in statement of work, shall be understood to mean, Contractor shall supply item indicated and/or install according to manufactures printed instructions, code and specification requirements, and standard industry practices, to be complete and fully functional for its intended purpose, with no ancillary construction or other work required to be performed by the government.

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 The full depth repair begins slightly north-east of 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) <Rev1> Refer to Appendix C Site map for the project limts <Rev1> . <Rev1>The full depth mill and overlay repair of phase 1 CLIN 0005 of of the project begains at the intersection Koehler Rd and William Hardee (Letterman Road)<Rev1> 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 C) .

The work includes a compl et e f ul l - dept h r econst r uct i on <Rev1> and Mill and Overlay<Rev1> of t he Wi l l i am Har dee r oad ( Let t er man Road) . Work also inlcuded new Si dewal k, 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. <Rev1>New sidewalks shall have width that is in compliance with the requirements of Proposed Guidelines for Pedestrian Facilities in the Public Right of Way Accessibility Guidelines (PROWAG), via U.S. Access Board. See Appedi x C f or pr oj ect and phase boundar i es, ADA r amp l ocat i ons, st or m i nl et l ocat i ons, and i nst r uct i ons. <Rev1>

SECTION 01 11 00 Page 9

The contractor shall design the construction of the road in three phases to allow two entrances/exits roadway openings 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 C 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 Includes 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 <Rev1>study<Rev1> 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 <Rev1> Traffic Study<Rev1> 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.

d. The contractor shall reconstruct thirteen <Rev1>fourteen (1 43) <Rev1> compliant ADA standard ramps for accessible design. The <Rev1>14<Rev1> 3 ADA ramp locations are specified in (Appendix C).

e. Contractor to reconstruct all the curb and gutters along the roadway reconstruction, approximately 4,740 liner feet <Rev 1> Refer to Appendix C for limits <Rev 1> .

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 within the Full Depth Repair section,<Rev 1> and protect in-place/refurbish two (2) storm inlets located in the Mill and Overlay section (Appendix C)<Rev 1>.

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 locations with required striping paint according to ADA Standards for Accessible Design (Appendix C page 2) .

SECTION 01 11 00 Page 10

j. At minimum, the road pavement cross slope shall not be 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.

m. <Rev1>Contractor is responsible for ensuring positive drainage from newly constructed adjacent driveways.<Rev1>

n. <Rev1>Bus station pad is to be projected and remain in-place during construction.<Rev1>

o. <Rev1>On the North side along William Hardee Rd (Letterman Rd), there are miscellaneous connections of sidewalk paths from the back of curb to the existing sidewalk. As the curb is removed, Contractor to also demo these connections back to the existing sidewalk.<Rev1>

p. <Rev1>For bidding purposes, Contractor to assume 4 inches of topsoil.

However, DOR to provide final approvable topsoil depth in design specification <Rev1>.

q. <Rev1>Water shall be sourced from hydrants. Coordination with American Water will be required to operate selected hydrants. Applicable Water Usage Restriction Stage as it changes shall be followed <Rev1>.

ii. 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.

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

ROAD-MIX ASPHALT PAVING

SECTION 01 11 00 Page 11

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 Appendices:

Appendix A - Specification Attachments \01 35 13.10 00 Attachments\

Attachment 1 - Metadata Sample.pdf Attachment 2 - Monument Construction.pdf

\01 35 13.20 00 Attachments\ CAD.zip CAD_Checklist_Rev6.pdf

\01 58 00 Attachments\ project_sign_details.pdf sign_CAD.zip

Appendix B - SpecsIntact Native Files (Provided After award) Division 01 Files- to be used to generate combined material registry.

SpecsIntact Print Processing Settings

Appendix C - Site Maps William Hardened road (Letterman Road)

Appendix D - Environmental Profile Sheet_Non-Haz Asp Con.pdf Environment Lead Base Paint

Appendix E - Required Forms AF103_Dig Clearance.pdf af3000.pdf Form_TCEQ-20700_Updated20190404.pdf JBSANANTONIO7 - Unescorted Access Request.pdf

Appendix F RFI Template.pdf

Appendix G

SECTION 01 11 00 Page 12

Utility Maps (FOR REFERENCE ONLY)

Appendix H Material Submittal Register

Appendix I <Rev1>Soil Management Plan<Rev1>

1.4.1.2 General Guidelines

1.4.1.2.1 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.

1.4.1.2.2 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 01 57 20 ENVIRONMENTAL PROTECTION section

3.8.2 Disposal <Rev1>3.9 INTEGRATED SOLID WASTE MANAGEMENT

(NON-HAZARDOUS WASTE AND RECYCLING) and 3.10 HAZARDOUS WASTE<Rev1>.

b. The characterization by lab analysis of all material shall be performed using the test methods and analytical parameters of 01 57 20 ENVIRONMENTAL PROTECTION section 3.1.4.1 Waste Characterization of Excavated Soil and other Waste Materials <Rev1>3.6.1.6 REQUIRED TESTING<Rev1>, despite its placement under section 3.1.4 Earthwork <Rev1>3.6 EARTHWORK<Rev1>. Analytical Report shall be submitted for review by 802 CES/CEIE. The results of the report will be used to characterize the waste and determine if any materials are deemed hazardous that were not already identified in the available Hazmat Survey Reports in Appendix D.

(1) The sampling frequency stated in 01 57 20 ENVIRONMENTAL PROTECTION section 3.1.4.1 <Rev1>3.6.1.6<Rev1> shall be applied at all waste and recyclable material generated at the project site.

(2) The sampling frequency shall be per material type.

c. All waste and recyclable material shall be profiled. Profile Sheets shall be generated using the approved TCEQ landfill's profile sheets.

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 802 CES/CEIE. Current 802 CES/CEIE approved TCEQ landfills for use are as follows:

(1) Covel Gardens Landfill

(2) Tessman Road Landfill

d. 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 802 CES/CEIE.

SECTION 01 11 00 Page 13

e. Contractor shall use the following information as the Generator's Information in the applicable sections of the profile sheets and manifests:

(1) Name: Joint Base San Antonio - Ft Sam Houston

(2) Site Address: N/A, JBSA Fort Sam Houston, TX 78234

(3) Mailing Address: 2250 Engineer St, B4196 Ste 7; ATTN: 802 CES/CEIEC; JBSA Sam Houston, TX 78234

(4) County: Bexar

(5) Contact Name: TBD

(6) Email: TBD

(7) Phone: TBD

(8) Fax: TBD

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

1.4.1.2.3 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.

1.4.1.2.4 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.

1.4.1.2.5 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

SECTION 01 11 00 Page 14 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.

1.4.1.2.6 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.

1.4.1.2.7 Pavement Markings

a. Contractor shall replace all pavement markings to match the roadway prior to construction <Rev1>and per approved Design<Rev1> , 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.

1.4.1.3 Design Guidelines

1.4.1.3.1 General

a. DOR shall have an active license in the State of Texas. Each design discipline shall be signed and stamped/sealed by the respective DOR that is licensed in that discipline. Qualifications of designer of record shall be submitted for any individual signing and stamping/sealing a discipline they are not licensed for.

b. Design drawing's sheet files and model files shall utilize the applicable discipline designators as outlined in ERDC/ITL TR-19-7 .

c. Specifications shall be created using the SpecsIntact software, while only utilizing master specifications from the United Facilities Guide Specifications list. UFC 1-200-01 mandates the use of UFGS.

UFC 1-300-02 provides the direction for how to modify UFGS.

(1) For work specified that is not covered by an existing UFGS, a DOR created specification shall be provided and written according to the requirements in UFC 1-300-02 . The newly created specification shall be numbered and titled according to latest version of Construction Specifications Institute (CSI) MasterFormat.

d. Design shall meet all applicable requirements of UFC 1-200-01 and its referenced codes and standards. Refer to paragraph APPLICABLE CODES & STANDARDS for a list of key codes and standards applicable to this project. The referenced paragraph only lists the most notable criteria.

(1) UFC 1-200-02 High Performance and Sustainable Building

SECTION 01 11 00 Page 15

Requirements

(2) UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real

Property

(3) UFC 3-101-01 Architecture

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

(5) UFC 3-201-01 Civil Engineering

(6) UFC 3-301-01 Structural Engineering

(7) UFC 3-400-02 Design: Engineering Weather Data

(8) UFC 3-401-01 Mechanical Engineering

(9) UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

(10) UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Systems

(11) UFC 3-420-01 Plumbing Systems

(12) UFC 3-501-01 Electrical Engineering

(13) UFC 3-520-01 Interior Electrical Systems

(14) UFC 3-530-01 Interior And Exterior Lighting Systems

(15) UFC 3-580-01 Telecommunications Interior Infrastructure Planning

And Design

(16) UFC 3-600-01 Fire Protection Engineering for Facilities

(17) UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

(18) UFC 4-021-01 Design And O&M: Mass Notification Systems

(19) AFI 32-10141 Planning and Programming Fire Safety Deficiency

Correction Projects

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

(21) AFMAN 91-203 Air Force Occupational Safety, Fire, and Health

Standards

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

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

(24) 48 CFR 52.225-9 Buy American - Construction Materials

(25) ICC IBC International Building Code

(26) ICC IEBC International Existing Building Code

(27) ICC IMC International Mechanical Code

(28) ICC IPC International Plumbing Code

(29) ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality

(30) ASHRAE 90.1 - IP Energy Standard for Buildings Except Low-Rise

Residential Buildings

(31) NFPA 13 Standard for the Installation of Sprinkler Systems

(32) NFPA 70 National Electrical Code

(33) NFPA 101 Life Safety Code

(34) NFPA 241 Standard For Safeguarding Construction, Alteration and

Demolition Operations

(35) IFS-FSH Installation Facility Standards - JBSA Sam Houston

e. The following list of specifications are provided by the Government in addition to this specification, and shall not be modified unless authorized by the Contracting Officer.

(1) 01 14 00 JBSA WORK RESTRICTIONS

(2) 01 30 00 ADMINISTRATIVE REQUIREMENTS

(3) 01 32 01.00 10 PROJECT SCHEDULE

(4) 01 33 00 SUBMITTAL PROCEDURES

(5) 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

(6) 01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING

(7) 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

(8) 01 35 13.30 00 SPECIAL PROJECT PROCEDURES-GIS

(9) 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

(10) 01 45 00.00 10 QUALITY CONTROL

(11) 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

(12) 01 57 20 ENVIRONMENTAL PROTECTION

SECTION 01 11 00 Page 16

(13) 01 58 00 PROJECT IDENTIFICATION

(14) 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

(15) 01 78 00 CLOSEOUT SUBMITTALS

(16) 01 78 23 OPERATION AND MAINTENANCE DATA

1.4.1.3.2 Hazardous Materials

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.

1.4.1.3.3 Civil

1.4.1.3.3.1 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.

1.4.1.3.3.2 Paving Plan

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

1.4.1.3.3.3 Stormwater Pollution Prevention Protection Plan

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

b. Storm Water Pollution Protection Plan (SWPPP) must be incorporated into the design drawings.

1.4.1.3.3.4 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.

SECTION 01 11 00 Page 17

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.

1.4.1.3.3.5 Landscape

All disturbed vegitation due to construction shall be re-established to pre-existing conditions.

1.4.2 Location

The work is located on Joint Base San Antonio Fort Sam Houston 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. The exact location will be shown by the Contracting Officer.

1.4.3 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 7 years of related project experience.

Qualifications of Designer 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.

Geotechnical Report , as part of the Design Analysis

During design , the Contractor shall submit the following items:

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

(a) 65% Design Drawings

1. Combined PDF; and

2. CAD files in conformance with section 01 35 13.20 00

SPECIAL PROJECT PROCEDURES-CAD; and

3. GIS files in conformance with section 01 35 13.30 00

SPECIAL PROJECT PROCEDURES-GIS; and

4. BIM files.

(b) 65% Design Specifications, using SpecsIntact

1. Combined PDF in accordance with ATT-1; and

2. SEC files.

(c) 65% Design Analysis & Calculations

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

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

SECTION 01 11 00 Page 18

(d) 95% Design Drawings

1. Combined PDF; and

2. CAD files in conformance with section 01 35 13.20 00

SPECIAL PROJECT PROCEDURES-CAD; and

3. GIS files in conformance with section 01 35 13.30 00

SPECIAL PROJECT PROCEDURES-GIS; and

4. BIM files.

(e) 95% Design Specifications, using SpecsIntact

1. Combined PDF in accordance with ATT-1; and

2. SEC files.

(f) 95% Design Analysis & Calculations

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

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

(g) 100% Design Drawings

1. Combined PDF; and

2. CAD files in conformance with section 01 35 13.20 00

SPECIAL PROJECT PROCEDURES-CAD; and

3. GIS files in conformance with section 01 35 13.30 00

SPECIAL PROJECT PROCEDURES-GIS; and

4. BIM files.

(h) 100% Design Specifications, using SpecsIntact

1. Combined PDF in accordance with ATT-1; and

2. SEC files.

(i) 100% Design Analysis & Calculations

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

(j) 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

1. Combined PDF in accordance with ATT-8; and

2. SEC files; and

3. 1 color hardcopy (bound).

(d) Submittal Register, XLSX in accordance with ATT-8

(e) IFC Design Analysis & Calculations

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

(f) Submittal Register, in xlsx file format

During construction, the Contractor shall submit the following items:

Draft Interim DD 1354 , at approximately 65% construction completion

Architect s Supplemental Instruction (ASI) Any DOR revised drawings or specifications that arise from authorized changes to the contract. Provide applicable items in the manner outlined for the IFC submittal items.

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

Record Documents , in conformance with 01 78 00 CLOSEOUT SUBMITTALS

(a) Record Drawings

1. Combined PDF with final shop drawings; and

SECTION 01 11 00 Page 19

2. CAD files in conformance with section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD; and

3. GIS files in conformance with section 01 35 13.30 00 SPECIAL PROJECT PROCEDURES-GIS; and

4. BIM files; and

5. Native files used to generate all shop drawings; and

6. 3 full-size (ANSI D) hardcopy plot; and

7. 3 half-size (ANSI B) hardcopy plot

(b) Record Specifications, to include any authorized revisions made during construction

1. Combined PDF in accordance with ATT-8; and

2. SEC files

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

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

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

b. 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.

1.6 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 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site according to requirements specified under paragraph Design Guidelines. Identify and mark all utilities. For areas where new site work is being proposed, mark the surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

SECTION 01 11 00 Page 20

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PERFORMANCE PERIOD

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

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.

SECTION 01 11 00 Page 21

3.1.1 SPECIFICATIONS

The f ol l owi ng UFGS speci f i cat i ons shal l be t ai l or ed 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

UFGS 31 23 00 EXCAVATION AND FILL

UFGS 31 32 19.13 GEORGIA 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 SADDLING

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. badge. or g/

3.2 FORMATTING

3.2.1 Electronic Filename Formatting

All electronic files transmitted to the Government shall use the file naming structure as outlined here, regardless of medium in which it is transported.

a. FORMAT:

(1) {TYPE}_{#}_{DESCRIPTION}_(DATE)

(2) {TYPE}_{DESCRIPTION}_(DATE)

(3) {DATE}_{DESCRIPTION}

(4) {DESCRIPTION}_(DATE)

b. TERMS:

(1) TYPE - Enter the submittal type.

(2) # - Enter the numbered iteration of the submittal type.

(3) DESCRIPTION - Short hand description of the topic of the file.

(4) DATE - Formatted as YYYYMMDD or MMMYYYY.

c. BRACKET LEGEND:

(1) { } - Terms surrounded by curly brackets are required.

(2) ( ) - Terms surrounded by parenthesis are optional.

d. TYPE CODES:

(1) AF3000 - To be used for the Material Submittal Transmittal Form.

(2) RFI - To be used for Requests For Information.

(3) AF3064 - To be used for the Contract Progress Schedule attached to Payment Requests.

(4) AF3065 - To be used for the Contract Progress Report attached to

SECTION 01 11 00 Page 22

Payment Requests.

(5) UAR - To be used for Unescorted Pass Requests.

e. EXAMPLES:

(1) AF3000_001_35% Design ............................... FORMAT 1

(2) RFI_01_As-Builts .................................... FORMAT 1

(3) AF3064_01_OCT2023 ................................... FORMAT 2

(4) UAR_CPS Energy_20230704 ............................. FORMAT 2

(5) 20230214_Concrete Strength Test ..................... FORMAT 3

(6) 35% Drawings ........................................ FORMAT 4

3.2.2 Email Formatting

All emails transmitted to the Government shall be structured, at a minimum, as outlined here.

TO

CC If Contracting or the CES team is not the direct recipient of the email, they shall be included here.

SUBJECT TO# / JBSF236851 / Repair William Hardee Road (Letterman Road) / Topic

BODY

SI GNATURE BLOCK Shall Contain at a Minimum:

Name

Title

Contractor Info

Email

Phone No.

SECTION 01 11 00 Page 23

ATT- 1 - SpecsI nt act Gui dance f or Cont r act or s

ATTACHED SEPARATELY

-- End of Section --

SECTION 01 11 00 Page 24

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

JBSA WORK RESTRICTIONS

11/22

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Installation Access

1.3.1.3 JBSA Fort Sam Houston/Camp Bullis Access

1.3.1.3.1 Prohibited Haul Routes

1.3.1.3.2 Gate Restrictions

1.3.1.4 Government Housing Areas

1.3.1.5 No Smoking Policy

1.3.2 Emergency Response Requirements

1.3.3 Radioactive Materials and Equipment (Use and Storage)

1.3.4 Working Hours

1.3.5 Work Outside Regular Hours

1.3.6 Permits and Requests

1.3.6.1 Dig Permits/Utility Locates

1.3.6.2 Utility Outage Permit

1.3.6.3 Hot Work Permit

1.3.6.4 Road Closure Permits

1.3.7 Utility Cutovers and Interruptions

1.4 PERMANENT UTILITIES

1.4.1 Water Meter

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 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

SECTION 01 14 00 Page 3 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 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…