Attachment_0001_SOW.pdf

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Rock Island Arsenal Scope of Work

PR #2016-2294

Repoint Selected StoneShops 24 June 2016

US Army Garrison – Rock Island Arsenal

Directorate of Public Works Engineering Services Division

IMRI–PWF

1 Rock Island Arsenal

Rock Island, IL 61299

PR #16-2294: Repoint Selected StoneShops

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PROJECT SUMMARY

The scope of this project consists of furnishing labor, equipment, and materials in order to repoint all exterior joints on designated “StoneShop” buildings. The project is located along the Rodman Avenue corridor on the Rock Island Arsenal (RIA), Rock Island, IL.

1 PART ONE: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION

1.1.1 The United States Army Garrison (USAG) – RIA is seeking a project to repoint all mortar joints on the historic masonry buildings designated in paragraphs 1.3 and 1.4 of this Scope of Work (SOW). This project will require skilled labor services in order to complete the mortar repointing, and professional historical consultant services as identified in Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures,” attached at Appendix B.

1.1.2 The Contractor and associated Subcontractor personnel shall be required to meet the minimum technical qualification requirements identified in the project Technical Qualification Evaluation.

1.1.2.1 The Contractor shall secure the services of a historic masonry Consultant for the duration of this project. The Consultant’s services shall include:

(1) Investigating the condition of the masonry materials and mortar

(2) Arranging for material analysis in the laboratory

(3) Recommending appropriate cleaning methods and materials, if necessary

(4) Recommending restoration options, if needed

(5) Providing project-specific specifications

(6) Providing an on-site training program

(7) Providing quality control services during mortar repointing

1.1.3 For the buildings awarded, the Contractor shall repoint all exterior masonry joints, excepting those that are inaccessible due to installed metal cornice cover and gutter systems. Repointing shall be done in accordance with Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures,” attached at Appendix B.

1.1.3.1 The term repoint is defined in Part 5 of this SOW. Tuck-pointing, as defined in Part 5 of this SOW, shall not be deemed as an acceptable masonry joint repair.

1.1.3.2 In accordance with Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures,” attached at Appendix B, the Contractor shall conduct testing of the original mortar material in at least one location for each building, as directed by the Contracting Officer’s Representative (COR), in order to ensure that the replacement mortar coexists with the original in a sympathetic, supportive, and, if

3 | P a g e necessary, sacrificial capacity. An electronic copy of these reports shall be provided to the COR in Portable Document Format (.pdf).

1.1.3.3 The replacement mortar shall be as vapor permeable, and as soft, or softer (measured in compressive strength) than the original historic mortar, and shall match the original material in color, texture, and tooling. Product data for the replacement mortar shall be provided to the COR for Government approval prior to commencing repointing of the mortar joints.

1.1.3.4 Remove existing mortar to sound and solid back-up material, but not less than 2.5 times the width of the joint.

1.1.3.5 Submit mock-ups of the mortar repointing in order to demonstrate methods and quality of workmanship to be performed under this project. These mock-ups may be performed on an inconspicuous area of the buildings awarded under this contract, as directed by the COR. Mock-ups shall be approved by the Government prior to continuing mortar repointing. Replacement mortar to be used shall be submitted and approved prior to the creation of mock-ups.

1.1.3.6 Existing masonry patches are not included for replacement under this contract.

1.1.3.7 Should the Contractor encounter any areas of limestone which are sufficiently deteriorated to prevent adjacent repointing, the Contractor shall notify the COR immediately in writing.

1.2 SPECIAL SERVICES AND REQUIREMENTS

1.2.1 The Contractor shall provide all services, labor, materials, supervision, equipment, tools, etc. necessary to accomplish the work described in the SOW.

1.2.2 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or Arsenal’s services, personnel, or entities shall be coordinated with the COR so as to minimize disruption.

1.3 BASE BID

1.3.1 The Base Bid consists of providing all labor, equipment, and materials to complete repointing of all mortar joints on the exterior of Buildings 60, 61, and 62, excepting those that are inaccessible due to installed metal cornice cover and gutter systems.

1.4 BID OPTION ONE

1.4.1 Bid Option One consists of providing all labor, equipment, and materials to complete repointing of all mortar joints on the exterior of Buildings 66, 67, and 68, excepting those that are inaccessible due to installed metal cornice cover and gutter systems.

1.5 DRAWINGS

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1.5.1 Project drawings are not required for this project.

1.6 SPECIFICATIONS

1.6.1 Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures” is attached at Appendix B, and shall be included as part of the Contractor’s requirements for this project, including any publications referenced in the specification section.

1.6.2 In the event of a discrepancy between this SOW, the attached specifications and appendices, and/or other documents referenced in this SOW, notify the COR immediately in writing. The Government reserves the right to determine how conflicting standards shall be resolved.

1.7 SUBMITTALS AND DELIVERABLES

1.7.1 Pre-Construction Submittals:

Training Completion Certificates

Anti-Terrorism Level I Awareness Training Level I Operational Security (OPSEC) Awareness Training

Supplement to the Installation Emergency Guide Facility Emergency Response Plan Non-Hazardous Waste Disposal Plan Preliminary Non-Hazardous Construction/Demolition

Debris/Disposal/Diversion/Recycling Submittal Form Quality Control Plan Mortar Analyses

1.7.2 Product Data

Cleaning Materials & Methods (if necessary) Replacement Mortar

1.7.3 Samples

Repointing Mock-ups

1.7.4 Post-Construction

Final Non-Hazardous Construction/Demolition

Debris/Disposal/Diversion/Recycling Submittal Form

1.8 EXISTING CONDITIONS

1.8.1 The buildings identified in this SOW were constructed in the late 19th century, and several tuck-pointing projects have been accomplished in the subsequent years. The existing visible mortar shall not be assumed as the original mortar for any building, and

5 | P a g e the Contractor shall make every reasonable effort to locate mortar joints suitable for extraction of the original mortar for the purposes of mortar testing and assessment.

1.9 DEMOLITION

1.9.1 Remove cut mortar and dispose off-site in accordance with Part 4 of this SOW.

2 PART TWO: GENERAL INFORMATION

2.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

2.1.1 The Contractor shall be required to commence work under this contract within 30 calendar days after the date that the Contractor receives the notice to proceed, prosecute the work diligently, and complete the Base Bid for use not later than 120 calendar days after the date that the Contractor receives the notice to proceed. If awarded, Bid Option One shall add 120 calendar days to the required completion date. The time stated for completion shall include final cleanup of the premises.

2.2 SEQUENCE OF WORK

2.2.1 Plans & Preliminary Forms Submittals

2.2.2 Mortar Analyses and Product Data Submittals

2.2.3 Procure Equipment & Materials

2.2.4 Repointing

2.2.5 Final Project Cleaning

2.2.6 Final Forms Submittals

2.3 SPECIAL CONDITIONS

2.3.1 The Contractor shall coordinate with the COR in order to determine a suitable staging area for equipment and materials to be used in the course of this project.

2.3.2 The Project Schedule shall be submitted to the COR for Government approval in accordance with the contract documents.

2.3.3 Access and Working Hours:

2.3.3.1 Working hours for this project are to be scheduled between the hours of 6:00am and 6:00pm central time, Monday through Friday. The Contractor’s schedule may deviate from these hours when approved by the COR in writing.

2.3.3.2 The Contractor may commence work on this project during Federal Holidays by notifying the COR in writing. The Federal Holidays are:

New Year’s Day: January 1st

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Birthday of Martin Luther King, Jr: 3rd Monday in January Washington’s Birthday: 3rd Monday in February Memorial Day: Last Monday in May Independence Day: July 4th Labor Day: 1st Monday in September Columbus Day: 2nd Monday in October Veterans Day: November 11th Thanksgiving Day: 4th Thursday in November Christmas Day: December 25th

2.3.3.2.1 If a Federal Holiday falls on a Saturday, the preceding Friday is treated as a holiday. If a Federal Holiday falls on a Sunday, the following Monday is treated as a holiday.

2.3.4 All site condition information provided by the Government shall be field-verified by the Contractor.

2.4 CONTRACTOR MANPOWER REPORTING (CMR)

2.4.1 The Office of the Assistant Secretary of the Army (Manpower and Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report all Contractor manpower (including Subcontractor manpower) required for performance of this contract. The Contractor shall supply all information in the format required at: https://Contractormanpower.army.pentagon.mil. The required information includes:

(1) Contracting Office, Contracting Officer (KO), and COR

(2) Contract number, including task and delivery order number

(3) Beginning and ending dates covered by reporting period

(4) Contractor’s name, address, phone number, e-mail address, and identity of employee entering data

(5) Estimated direct labor hours (including Subcontractors)

(6) Estimated direct labor dollars paid for reporting period (including

Subcontractors)

(7) Total payments (including Subcontractors)

(8) Predominant Federal Service Code (FSC) reflecting services provided by

Contractor (and separate predominant FSC for each Subcontractor if different)

(9) Estimated data collection cost

(10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information)

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(11) Locations where Contractor and each Subcontractor perform work (specified by zip code in the United States, and nearest city and country when in an overseas location, using standardized nomenclature provided on website)

(12) Presence of deployment or contingency contract language

(13) Number of Contractor and Subcontractor employees deployed in theater during reporting period (by country)

2.4.2 As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred in order to comply with this reporting requirement. The reporting period shall be the period of performance, not to exceed 12 months, ending September 30th of each Government fiscal year (FY), and must be reported not later than October 31st of each calendar year.

2.4.3 The Contractor may use a direct Extensible Markup Language (.xml) data transfer to the database, or fill in the fields on the website. The .xml direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the .xml direct transfer may be downloaded from the website.

3 PART THREE: SECURITY

3.1 OPERATIONAL SECURITY REVIEW

3.1.1 All Contractor personnel (to include Subcontractor personnel) requiring access to Army installations, facilities, and controlled-access areas shall complete Anti-Terrorism Level I Awareness training within 30 calendar days after contract award. The Contractor shall submit certificates of completion to the COR within 5 calendar days after completion of training for all affected Contractor and Subcontractor personnel.

3.1.2 Contractor and all associated Subcontractor personnel shall provide all information required for background checks in order to meet installation access requirements, to be accomplished by the installation Provost Marshall Office, Director of Emergency Services, or Security Office. Contractor workforce shall comply with all personal identity verification requirements (Federal Acquisition Regulation (FAR) clause 52.204-9 “Personal Identity Verification of Contractor Personnel”) as directed by Department of Defense (DoD), Headquarters Department of the Army (HQDA), and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

3.1.2.1 Contractor and all associated Subcontractor personnel shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB), Army

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Directive 2014-05 “Policy and Implementation Procedures for Common Access Card (CAC) Credentialing and Installation Access for Uncleared Contractors,” Army Regulation (AR) 190-13 “The Army Physical Security Program,” applicable installation, facility, and area commander facility/installation access, and local security policies and procedures (to be provided by a Government representative).

3.1.3 Contractor and all associated Subcontractors shall brief all personnel on the local iWATCH program (training standards shall be provided by the requiring activity Anti- Terrorism Officer). This locally-developed training shall be used to inform personnel of the types of behavior to watch for, and to instruct personnel to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 14 calendar days of new personnel commencing work under this contract, with the results reported to the COR not later than 30 calendar days after contract award.

3.1.4 Per AR 530-1 “Operations Security,” Contractor and Subcontractor personnel must complete Level I OPSEC Awareness training. New personnel shall be trained within 30 calendar days of the reporting for duty, and annually thereafter.

3.2 RIA-SPECIFIC PROVISIONS

3.2.1 A non-disclosure agreement shall be signed by all Contractor and Subcontractor personnel before commencing work under this contract.

3.2.2 All Anti-Terrorism and OPSEC training shall be face-to-face, conducted on RIA. This training is provided by the Government, and occurs each Tuesday and Thursday 0800- 0900 in Building 90, Room 25: second floor conference room. Any conflicts with training locations or performance shall be directed by the COR.

3.2.3 Contractors and Subcontractors shall be escorted by the COR in areas where they may be exposed to classified and/or sensitive materials. All Contractor and Subcontractor personnel who are not in possession of the appropriate security clearance shall be escorted in areas where they may be exposed to classified and/or sensitive materials. The vendor shall coordinate with the COR and/or the facility security office for access when required.

3.2.4 All occupied buildings on RIA require a 40-foot stand-off distance by all vehicles and equipment. At no time will unoccupied vehicles, equipment, or tools/tool boxes be left unattended within 40 feet of installation buildings. Any exceptions may be approved by the Installation Anti-Terrorism Officer (IATO) and/or the Directorate of Emergency Services (DES) Physical Security Chief.

3.2.5 All personnel requesting access to RIA shall enter only through a manned and operational Access Control Point (ACP), and present a United States National or State-issued identification that is capable of being scanned for valid entry. All Contractor and

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Subcontractor personnel, and their vehicles, equipment, and packages, are subject to inspection or examination (search) upon entry/exit of RIA. Only authorized individuals that pass a screening and vetting process will be permitted access. All Contractor and Subcontractor personnel shall submit the required identification credentials, and must receive a favorable background check as conducted by the NCIC-III in order to gain access to, and work on, the installation.

3.2.6 During FPCONs Charlie and Delta, contract services will be diminished and/or discontinued. Services will resume when the FPCON is reduced to level Bravo or lower.

4 PART FOUR: ROCK ISLAND ARESNAL SUPPLEMENTAL GUIDANCE

4.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS

4.1.1 All Contractors working on RIA must comply with DoD Instruction (DoDI) 6055.17 “Department of Defense Installation Emergency Management Program,” AR 525-17 “The Army Emergency Management Program,” and Department of Army (DA) Pamphlet 525-27 “Army Emergency Management Program.” The Army Emergency Management Program serves as the single integrated emergency management program for the planning, execution, and management of response efforts designed or intended to mitigate the effects of an all-hazard incident. This includes, but is not limited to: natural, man-made, and technological disasters, chemical, biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents, and accidents on or effecting Army installations, facilities, or activities.

4.1.2 Contractors shall be required to do the following:

4.1.2 All Contractors shall participate in Base Employee Training and Community Awareness Training, executed through the Ready Army Program.

4.1.2.2 All Contractors shall comply with installation emergency procedures as defined in the Installation Emergency Guide and Facility Emergency Response Plan. This includes compliance with all emergency communication instructions provided through official channels, to include the outdoor speaker (giant voice) system, computer pop-up (AtHoc) system, telephone alert system, building notification (little voice) systems, or the Building Marshall Warden.

4.1.3 Contractor Organizations shall be required to do the following:

4.1.3.1 All Contractor organizations must participate in the installation quarterly Protection Working Group. To attend this working group, contact the Garrison Directorate of Plans, Training, Mobilization, and Security (DPTMS) Plans and Operations Office.

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4.1.3.2 Contractor organizations shall comply with the Installation Emergency Guide and Building Marshall Warden Program, and write a supplemental plan that describe actions to be taken specific to the area that the Contractor organization occupies. This includes, but is not limited to: shelter locations, evacuation points, communication plan, and points of contact. The Installation Emergency Guide may be used as a template for this plan.

The Building Marshall Warden Program Manager may be contacted through the installation Fire Department at: (309) 782-6107.

4.1.3.3 Contractor organizations shall provide a Facility Emergency Response Plan to the Installation Emergency Manager which will be incorporated into the Installation Emergency Management Plan.

4.1.3.4 All Contractor organizations shall support the Public Health Emergency Officer policy and guidance relating to the integration of health surveillance requirements within operational and installation decision support schemes.

4.1.3.5 All Contractor organizations shall complete the requisite training in accordance with paragraph 4-2 of AR 525-27 “The Army Emergency Management Program” in order to meet and remain compliant with safety and emergency response legal mandates.

4.1.3.6 All Contractor organizations shall comply with installation policies, regulations, Executive Orders, and applicable federal, state, and local laws.

4.1.3.7 All Contractor organizations shall ensure that non-DoD Hazardous Material is not stored, treated, or disposed of on the installation, unless approved by the Office of the Assistant Secretary of the Army for Installations, Energy, and Environments, his or her designee, or a higher authority.

4.1.3.8 All Contractor organizations must assess the long-term resource impacts of all environmental agreements in coordination with the acquisition community. Prior to approval, coordinate resource implications for agreements through command channels as appropriate.

4.2 FIRE PREVENTION AND SAFETY

4.2.1 The Contractor and all associated Subcontractors shall, as part of this contract, comply with all applicable federal laws pertaining to the use of technical standards that are developed or adopted by voluntary consensus bodies (15 United States Code 272), such as the National Fire Protection Association (NFPA). Current national fire codes are published by the NFPA at: www.nfpa.org. Current building codes are published by the International Code Council (ICC) at: www.iccsafe.org. Additional DoD-mandated standards are published as Unified Facilities Criteria (UFCs) at:

www.wbdg.org/references/pa_dod.php.

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4.2.2 The Contractor and all subordinate Subcontractors shall comply with the most current edition of RIA Regulation 420-2 “Rock Island Arsenal Program for Fire and Emergency Service,” which may be obtained by contacting the installation fire department at: (309) 782-6107

4.3 ENVIRONMENTAL PROTECTION

4.3.1 The Contractor shall comply with all federal, state, and local laws, regulations, and standards. All environmental protection matters shall be coordinated with the COR. The Environmental Coordinator’s Office shall review questions on environmental compliance and provide guidance as needed. In the event of an environmental event or disaster, the Contractor shall comply with the Government’s Emergency Services Plan.

4.3.2 Any of the facilities operated by the Contractor may be inspected by the KO, the COR, the RIA Environmental Coordinator, or other regulatory officials on a non-notice basis.

Access for inspection by all authorized personnel shall be granted upon request.

4.3.3 Citations and fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator’s Office, and between the RIA Garrison Commander and the issuing federal or state regulatory office. If the citation/fine is issued due to the faulty operation or maintenance practices, the KO shall deduct the fine from any monies due to the Contractor.

4.4 ENERGY CONSERVATION

4.4.1 The Contractor shall operate all shops, buildings, structures, and areas included in the performance of this contract in an energy-efficient manner in order to preclude waste of Government-furnished utilities and fuels. Temperatures in all Contractor areas shall be maintained at RIA standard levels.

4.4.2 Compliance with the RIA energy conservation requirements includes, but is not limited to:

4.4.2.1 Training personnel to conserve energy by turning off unneeded equipment and utilities.

4.4.2.2 Use of lights only in areas where work in actually being performed.

4.4.2.3 Water faucets or valves shall be turned off after required usage has been accomplished.

4.4.2.4 Complying with water bans imposed by local, state, and federal agencies.

4.4.2.5 All engines in vehicles parked for more than two minutes will be shut off.

4.4.2.6 Providing a designated representative for each building or area permanently occupied by Contractor personnel who may be contacted regarding unnecessary operation of lights, machinery, or heating/cooling systems.

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4.4.3 General area inspections for energy consumption deficiencies shall be granted upon request. Any of the facilities operated by the Contractor may be inspected by the Directorate of Public Works (DPW) Energy Manager on a non-notice basis.

4.5 HAZARDOUS AND SPECIAL WASTE DISPOSAL

4.5.1 Disposal of all wastes generated on site during the course of this contract shall be the responsibility of the Contractor. Hazardous waste shall be properly accumulated and managed according to all applicable Environmental Protection Agency (EPA) laws and regulations. Hazardous waste manifests shall be signed by the RIA DPW Environmental Office.

4.5.2 The Contractor shall submit a Non-Hazardous Solid Waste Disposal Plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any Subcontractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility.

Evidence of the disposal facility’s acceptance of the solid waste shall be attached to this plan.

4.5.3 The Contractor shall submit a Recycling and Solid Waste Minimization Plan. The plan shall detail the Contractor’s actions to comply with and participate in federal, state, regional, and local government-sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert at least 50% of the total waste stream from this project. Prior to commencing any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal Form, which shall be made available through the COR. The form shall be annotated to depict the various non-hazardous waste streams expected during the course of work, and the anticipated recycle and diversion rates.

4.5.4 Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal Form. The form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the course of work, and the final recycle and diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.6 SPACE ASSIGNED AND OPERATED

4.6.1 The Contractor shall be required to maintain assigned and operated space in a clean and orderly manner. Each area shall be released to the Government in equal or better condition than upon occupation by the Contractor. Any Contractor configuration changes to such space cannot be made without the expressed written consent of the KO. All approved configuration changes will be made at the Contractor’s expense. The

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Contractor shall also, at its own expense, restore this space to its original configuration prior to completion of this contract.

5 PART FIVE: DEFINITIONS

5.1 AGGREGATES

5.1.1 The sand component of mortar.

5.2 BINDER

5.2.1 The component of mortar that binds together the aggregate particles into a cohesive material.

5.3 PATCH

5.3.1 As defined in Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures:” the use of substitute repair materials to treat damaged or deteriorated masonry units in-situ. As specified in Paragraph 1.1.3.6 of this SOW, existing masonry patches are not included for replacement under this contract.

5.4 MORTAR

5.4.1 A mixture of binder, aggregates, and pigments used for repointing.

5.5 REPOINT

5.5.1 As defined in Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures:” to remove existing mortar joints to the specified depth and replace with a mortar that matches in color, texture, and performance with maximum breathability, bond, and flexibility to accommodate movement.

5.3 TUCK-POINTING

5.3.1 As defined in Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures:” the practice of surface-repairing mortar joints without the required removal of existing deteriorated mortar beneath. This practice is not recommended for mortar joint repair work on historic masonry, and is not considered an appropriate masonry joint repair option for this project, as specified in Paragraph 1.1.3.1 of this

SOW.

6 PART SIX: APPLICABLE PUBLICATIONS

6.1 The Contractor shall abide by all applicable regulations, publications, manuals, and local policies and procedures. Any Contractor-provided publications shall be procured and maintained at the expense of the Contractor.

6.2 The Contractor shall comply with all specifications sections attached to this SOW.

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6.3 The applicable codes and standards shall include, but not be limited to, those indicated in UFC 1-200-01 “General Building Requirements.”

6.4 In the event of conflict between references and/or applicable military criteria, the most stringent criteria shall apply, unless otherwise noted in this SOW.

7 PART SEVEN: APPENDICES

7.1 APPENDIX A: Table of Abbreviations and Acronyms

7.2 APPENDIX B: Specification Section 04 01 00.91 “Restoration and Cleaning of Masonry in Historic Structures,” dated June 2016

7.3 APPENDIX C: Building Masonry Assessment Report for Buildings 60-62, dated 01 September 2015

7.4 APPENDIX D: Building Masonry Assessment Report for Buildings 66-68, dated 22 Oct