Atch_1,_Statement_of_Work.docx

FA3016-18-R-0072, Attachment 1

STATEMENT OF WORK

for

DESIGN-BUILD PROPOSAL

TYMX140258

REPAIR CORROSION CONTROL FIRE SUPPRESSION, B61

W.O. #11464

JOINT BASE SAN ANTONIO – RANDOLPH

TEXAS

Date Prepared:

3 May 2018

Prepared by:

Sylvia Rodriguez Project Manager

1. POINTS OF CONTACT:

502 CONS/JBKCA

2. GENERAL DESCRIPTION OF WORK:

2.1 The objective of this Statement of Work (SOW) is to design and extend the existing fire suppression system to cover the dock administrative office areas in Hangar 61 on Joint Base San Antonio - Randolph (JBSA-RND).

2.2 The Contractor shall provide, equipment, tools, materials, and supervision required to complete this extension. Contractor shall provide quality materials meeting JBSA-RND and industry standards.

2.3 The Design Build (DB) Contractor shall be responsible for the professional quality, constructability, technical accuracy and coordination of all design, drawings, and other documents or publications upon which construction is based. The designs and other engineering features of the work shall be reviewed and approved by 502 CES and other services on JBSA-RND. The Design Build (DB) Contractor is responsible for the complete design and shall not assume that the provided design criteria and drawings in this solicitation shall alleviate the DB Contractor from performing any additional design as required to produce a complete set of construction documents. Any drawings, sketches, and /or layouts provided by the Government are for informational purposes only to aid in proposals and to give a representation of what to expect from the using agency once the design phase starts.

3. APPLICABLE DETAILED SPECIFICATIONS:

3.1 Reference Unified Facilities Guide Specifications (UFGS) for JBSA-Randolph. Division 01, General Requirements, included in Appendix. The Architect/Engineer (AE) shall use JBSA-Randolph Architectural Compatibility Guide for guidance and current building codes for design and construction of all projects on this Solicitation. The Unified Facility Criteria library is located at the Whole Building Design Guide (WBDG) website, https:/www.wbdg.org/. Facility design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals.

4. APPLICABLE CODES: And all others as needed for the completion of this work.

AFI 32-1023 Design and Construction Military Construction Projects AFI 32-1065 Grounding Systems Air Force AFJMAN 32-1080 Electrical Power Supply and Distribution American National Standard Safety Code (ANSI) IEE C2 National Electrical Safety Code Illuminating Engineering Society of North America (IESNA) Institute of Electrical and Electronics Engineers (IEEE) International Building Code (IBC) 2015 JBSA-Randolph Environmental Protection National Fire Protection Agency (NFPA) 101- Life Safety Code NFPA 70- National Electrical Code NFPA Codes – pertinent to this SOW Occupational Safety and Health Administration (OSHA) UFC 3-420-01 C10 Plumbing Systems UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 C3 Interior and Exterior Lighting Systems and Controls UFC 3-550-01 C1 Exterior Electrical Power Distribution UFC 3-560-01 C5 Electrical Safety; O&M UFC 3-600-01 C3 Fire Protection Engineering for Facilities UFC4-021-01 Design and O&M Mass Notification Systems UFC 4-023-03 Design of Building to Resist Progressive Collapse Unified Facilities Guide Specifications (UFGS)

5. DETAILED SCOPE OF WORK:

5.1 Work Plan/Design Requirement(s)

A) The Contractor shall investigate the existing Fire Suppression Systems, redesign the system to include the administrative office areas in Hangar 61. The entire system shall then be connected into the JBSA-Randolph Fire Alarm System for monitoring.

B) Contractor and workers will refer to appendices prior to beginning any work on the facility.

C) The word “provide” or “provided” as used in SOW, shall be understood to mean DB Contractor shall supply items indicated and install according to manufacturer’s 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.

D) All materials are required to be Leadership in Energy and Environmental Design (LEED) compliant and approved by 502nd CES Contracting Officer by submittal, whether stated in new work listed or not.

5.2 General:

A) Execution of this work shall be in accordance with the Contract except as amended herein, and in accordance with the applicable documents and any Installation requirements.

B) The Contractor shall provide all engineering, drafting, supervision, labor, material, equipment, incidentals, and transportation necessary to perform a 100% design and execution of this project.

C) Contractor shall not encounter any asbestos containing material or lead based paint during this Contract. Please see Appendix B: Bulk Asbestos Analysis Report. However, contractor shall stop and contact the JBSA-Randolph environmental office should there be any suspect asbestos or lead base paint encountered during this project prior to any additional work.

D) The Point of Contact for JBSA-Randolph Environmental can be reached at 210-387-1086. Disposal of all material, including hazardous materials, shall be documented and coordinated with JBSA-Randolph CE office.

E) The Contractor shall develop design analysis, design (construction) documents and specifications for this project. The design shall include all architectural, electrical, plumbing, fire sprinkler system and other associated details, to provide a complete construction documents set. The design analysis shall document design decisions and basis of design. The design package shall consist of a design analysis to show the scope of the work, specifications and drawings that shall include floor plans with locations of fire alarm and mass notification System (FAS/MNS) equipment, devices, wiring, mounting details and new fire alarm and MNS riser diagrams. All Fire Alarm and Fire Sprinkler System documents shall be prepared and stamped/sealed by a licensed Fire Protection Engineer in the United States.

F) The Contractor shall follow the USACE EM 385-1-1 15 September 2008 and OSHA’s Safety Standards 29 CFR Part 1926 and 29 CFR Part 1910 for all safety requirements and regulations, included in the required Fire Prevention Plan IAW NFPA 241.

G) The Contractor shall make no public disclosures of work being performed under this Contract.

H) All video, still photos, and digital photos taken during the execution of this Contract shall be turned over to the Government at the completion of this project. Digital photographs shall be submitted to the Government on compact discs in Joint Photographic Experts Group (JPEG) format.

I) The Contractor shall appoint a Project Manager to serve as a single point of contact and liaison with the assigned 502 CES PM for all services required under this Contract. The Contractor’s Project Manager will be responsible for the complete coordination of all work developed under this Contract. The Contractor shall provide and maintain an effective quality control program that will assure that all services, designs, drawings, and specifications and design analysis required by this Contract are performed and provided in a manner that meets professional architectural and engineering quality standards.

J) All deliverables shall be marked “For Official Use Only,” and protected accordingly.

K) The Contractor shall submit 35%, 95%, 100%, and Final design packages for Government comment/approval through the Contracting Office. The Contractor shall coordinate and attend design review meetings per design submission, or as required during the design phase of this project.

L) The Contractor shall be responsible for all required licenses to perform design work on a Federal installation.

M) The Contractor shall be responsible for obtaining hot work permits, if required, from the 502nd Civil Engineering Squadron Fire Department for any hot work required for this project. The Contractor shall be responsible for all required licenses to perform design work on a Federal installation, be properly bonded and insured in accordance with FAR requirements.

N) The Contractor shall coordinate this construction work with the Government. The Contractor shall notify the Government after fire alarm and mass notification systems are connected and all other existing equipment or connections encountered in this course of this work are retested and placed in operational status.

O) The Contractor shall be responsible for developing the construction documents/drawings in AutoCAD format and also to provide hard copies. All drawings must conform to the Tri-Services A/E/C CAD Standard Release 6.0 and in compliance with the JBSA-Special Project Procedures for CAD attached in the Appendix.

6. DESIGN REQUIREMENTS

6.1 Architectural – Exterior Building Demolition: Not used.

6.2 Architectural – Exterior New Work: Not used.

6.3 Architectural – Interior Building Demolition: Contractor shall refer to the Preliminary Concept drawing for additional information in the Appendix. The demolition work on the interior of the building includes:

A) The portions on the roof of the dock administrative office space required for the installation of the fire suppression system.

B) Contractor shall demolish and dispose of existing suspended acoustical ceiling grid, acoustical ceiling tiles and insulation material.

6.4 Architectural – Interior New Work:

A) The Contractor shall provide repairs to all demolished portions on the roof of the dock administrative space required to perform this installation.

B) The Contractor shall provide and install new suspended acoustical ceiling tiles, grids and fiber glass insulation material.

6.5 Electrical – Demolition: Contractor shall demolish the existing Fire Alarm Control Panel.

6.6 Electrical – New Work: The electrical new work includes the following:

A) Provide and install new Fire Alarm Control Panel and a Mass Notification System (MNS), emergency light fixtures, light switches, new fire alarm audio/visual devices, and exit lighting fixtures. The new fire alarm control panel/MNS shall be E3 Series Agent/Water Releasing from Honeywell, or prior approved equal. The points of contacts for this installation can be reached at 210-652-2442.

B) All electrical design and work shall be done in accordance with the latest edition of NFPA 70, NFPA101, Illumination Engineering Society of North America (JESNA), National Electrical Safety Code, UFC 3-520-01 Interior Electrical Systems with Change3, and UFC 3-530-01 Interior and Exterior Lighting Systems and Controls. The references can be found in the Whole Building Design Guide Website www.wbdg.org

6.7 Mechanical – Demolition: Not used

6.8 Mechanical -New Work: Not used

6.9 Plumbing-Demolition: Not Used

6.10 Plumbing New Work: Not Used

6.11 Communication: Not used

6.12 Fire Protection:

A.) Contractor shall have a Fire Protection Engineer test the Fire Suppression System including all required fire alarm systems to meet all applicable standards, including NFPA 13, 72, 70, UFC-3-600-01, UBC and AF Standards. The Contractor shall provide a design for Government review and approval. New piping shall be schedule 40 ASTM A53B or 135A black iron pipe. All plans for the fire sprinkler system shall be designed, signed and sealed by a Licensed Fire Protection Engineer in the United States. Contractor shall test the existing alarm system for proper operation with the JBSA-Randolph Fire prevention Chief, prior to performing any work on the system.

B.) The design and installation shall include: Per UFC 3-600-1 Fire Protection Engineering for Facilities (26 September 2006; Change 3, 1 March 2013), facilities in which alteration, modernization, rehabilitation, and renovation work is less than 50% of the replacement value of the building, the building must comply with the criteria for new construction, to the maximum extent practicable. Contractor shall seal all penetrations. All new work accomplished as part of alteration, modernization, modification, rehabilitation, and renovation actions/projects must meet the requirements for new construction.

6.13 Civil: Not used

6.14 Hazardous Materials/Environmental

A.) Contractor personnel shall wear protective nose masks, gloves and clothing while demolishing the acoustical ceiling tiles to prevent contacts with droppings and other accumulated debris by rodents.

6.15 ADA Accessibility

A.) Not used

6.16 Anti-Terrorism/Force Protection: Not used.

6.17 Furniture, Fixtures and Equipment (FF&E): Not used.

6.18 Bid Options

A) There are no bid options for this project.

7. SUMMARY OF REQUIREMENTS:

7.1 Existing Conditions. This facility lacks the required fire suppression protection for the administrative office. Contractor shall conduct a Pre-Construction site visit. Stakeholder representatives to be involved in the site visit are Civil Engineering Squadron (CES), User, and/or equivalent Installation representatives. Prior to visiting the site, and to the greatest extent possible, Contractor shall identify any existing site data (such as as-builts) that will be needed. At least ten (10) calendar days prior to performing the Existing Conditions Survey(s), Contractor shall provide (via e-mail) to the 502CONS and the Installation representative the names of all Contractor personnel who will be part of the site survey team and a list of data needed.

7.2 Status Reports. Contractor shall provide weekly status reports to the 502 CES-PM, beginning with the installation mobilization. These status reports shall be submitted via email. Status reports shall include Contract and Task Order number, project description, work accomplished previous week, work to be accomplished within the next week, problems or unresolved issues that affect ability of the Contractor to perform, whether Contractor is on schedule and percentage complete.

7.3 Safety. The requirements of the Contract shall be followed during its execution. The Contractor and their employees shall provide a safe and healthful workplace for building tenants and Contractor employees while performing the Contract work. Contractor accidents involving injury to Government personnel or damage to Government property shall be reported to the Contracting Officer and the 502 ABW Ground Safety Office at (210) 652-1842.

A) Contractor and their employees are subject to no-notice inspections by the Occupational Safety and Health Act (OSHA) Programs and Department of Labor inspectors. Contractor and their employees shall comply with applicable guidance set forth by law.

7.4 Information Assurance (IA) Requirements. The government shall identify all IA requirements during the site survey and vet the submittal review process. The Contractor shall comply with IA as it applies to each site and system.

7.5 Site/User Requirements.

A) Coordination of Work. The Contractor shall coordinate all work times with the Installation Representatives. All work shall be performed during normal work days and hours, Monday thru Friday 0730 – 1700, excluding Federal holidays and Headquarters (HQ) Air Education and Training Command (AETC) Family Days.

Federal holidays in calendar year, 2018 include: Monday, January 1 – New Year’s Day; Monday, January 15 – Martin Luther King, Jr. Day; Monday, February 19 – Washington’s Birthday; Monday, May 28 – Memorial Day; Wednesday, July 4 – Independence Day; Monday, September 3 – Labor Day; Monday, October 8 – Columbus Day; Monday, November 12 – Veterans Day; Thursday, November 22 – Thanksgiving Day and Tuesday, December 25 – Christmas Day.

Projected HQ AETC Family Days are day after Thanksgiving, Christmas Eve day, and New Year’s Eve day. 5 July and 31 August 2018 are also projected Family Days. All family days are subject to change based on Mission Requirements. With exception to unscheduled maintenance or repairs, Contractors will not work on an HQ AETC Family Day without approval of the Contracting Officer.

B) Installation Exercises. JBSA conducts regular exercises to ensure readiness in the event there is a terrorist attack or natural disaster. Contractor shall be prepared to participate in exercises if required. Participation may include stopping work, denied access to the Installation, moving vehicles away from buildings or participating in stringent identification and/or vehicle inspection. The Contractor shall participate as required at no additional cost to the Government.

C) Protection of Government Property. The Contractor shall perform an inspection of the buildings and grounds with the Installation Representative prior to starting work. The Contractor shall protect all items from damage during both demolition and construction. The Contractor shall take precaution against damage to the building, grounds, and other furnishings. The Contractor and the Installation Representative shall perform a final inspection of the buildings and grounds after completing work. A corrective action plan shall be provided by the Contractor that details type, source and schedule of repairs, if required. A copy of the action plan shall be provided to the Installation Representative and the Contracting Officer within 24 hours of damage assessment.

a) The Contractor shall, at their expense, repair or replace any items, building components, or grounds damaged due to negligence and/or direct action by the Contractor or subcontractors using materials of the same quality, size, texture, and color to match adjacent existing work. All repairs beyond simple surface cleaning require approval by the Installation Representative before the Contractor performs any significant repair work. The Contractor shall insure that all repairs are performed by licensed or certified workers, as required, to maintain building codes and workmanship warranties.

b) The Contractor shall be responsible for security of the area in which work is being performed, during and up to completion and transfer to the Government. The Contractor shall maintain accountability and control of any keys provided, and shall return them to the installation representative upon completion of work.

D) Outage Permit: The Contractor shall be responsible for obtaining all permits and coordinating with the Installation Representatives, Environmental, and Civil Engineering (CE) organizations for determination of installation interference prior to the planned start of the renovation, and electrical work. Appropriate Installation personnel will ensure the location of new electrical work are identified and marked on existing electrical panel. Contractor shall have written authorization prior to performing any work starting on electrical panel for installation of new circuits and breakers for handicap buttons. All new electrical utility install shall be documented by means of a photo catalogue and design drawings. The catalogue shall be maintained on site by the Contractor and made available upon request.

E) Work Area Requirements. Contractor shall clean up all debris and discarded materials resulting from their operations at the end of each workday. The Contractor will be responsible for the removal and disposal of all trash and residual materials connected with packaging of items installed under this Contract. Government inspection and acceptance at the end of the project with the Installation Representative will not occur ‘until all trash connected with this requirement is removed. The Contractor shall insure that recyclable cardboard products shall be properly disposed of in accordance with federal and Installation regulations. All Packing materials shall be removed from the building(s)/site within 24 hours or upon completion of the installation, whichever is sooner.

F) Digging and Trenching: The Contractor shall be responsible for obtaining all permits and coordinating with the Installation Representatives, Environmental, and Civil Engineering (CE) organizations for determination of potential underground installation interference prior to the planned start of the trenching/underground work. Appropriate Installation personnel will ensure the location of underground utilities are identified and marked. Contractor shall have written authorization prior to performing any digging or trenching. All buried utility installation work shall be documented by means of a photo catalogue. Each run shall be photographed at regular intervals showing the depth of the trench, the pipe laid, and depth of the tracer tape. The catalogue shall be maintained on site by the Contractor and made available upon request.

G) Warranty Documentation. Upon final acceptance, Contractor shall provide a list of all equipment installed under this Contract. This list shall include vendor, model number, serial number, warranty start date, Contractor’s warranty expiration date, and equipment manufacturer’s warranty expiration date.

H) Contractor shall complete a complete DD 1354 – Transfer and Acceptance of Real DOD Property for the facility. Completion of this form will signify the completion of upgrade for the facility.

I) Preventive Maintenance during Warranty Period. Contractor shall perform all preventive maintenance required to maintain the system during the warranty period.

8. CONTRACTOR REQUIREMENTS:

8.1 Prior to Contract Award:

A) Attendance at the Pre-Bid site visit is encouraged to verify measurements, quantities and investigation of existing site conditions and field verify as built drawings.

8.2 After Contract Award:

A) Job Specific Safety Plan: The Contractor shall submit a safety plan and job hazard analysis for the project to comply with OSHA and US Army Corp of Engineers standards prior to start of work.

B) Fire Safety Plan: Due before start of work.

C) Weekly Progress Reports: The Contractors Daily Progress Reports are due electronically to the 502CES-PM no later than COB every Monday for the prior week’s reports. If Monday is a holiday, then they are due by COB on Tuesday.

D) Contractor shall maintain a submittal register, available to the government upon request.

E) Construction Schedule: Due before start of work.

F) Debris and Cleanup: The Contractor shall keep the work area clear of any construction debris at all times. All debris generated by this project shall be properly disposed of off Post.

8.3 After Contract Award, Prior to Final Payment:

A) Operation and Maintenance Manuals B) Training C) List of Standard Equipment and Service Organization D) Replacement Part Specifications E) Warranty Package F) System Equipment Testing

8.4 Debris and Cleanup:

A) Upon completion of the workday, the Contractor shall leave the work area in a clean manner. All project generated debris and waste shall be removed from the site and disposed of at an appropriate location off the Installation, daily.

8.5 Toilet Facilities: Are available.

8.6 Contractor shall coordinate with facility manager as regards setting up staging area, placing barricades, cones, construction tape and signs as needed.

8.7 Contractor shall take all necessary precautions to protect surrounding walls and personal property from damage, demolition debris and paint splatters, etc.

8.8 Contractor shall not interfere with daily foot traffic in the area and shall ensure that mobilization activities do not interfere with the normal operations in and around the construction work site.

8.9 Contractor shall use personal protection equipment during the duration of this project.

8.10 Contractor shall remove or replace at Contractor’s expense any items installed or demolished not agreed to within this Contract or without prior approval from the Contracting Officer.

8.11 Electrical work shall be done by a qualified and licensed electrician. Lock out and Tag out procedures shall be followed.

8.12 It will be the Contractor’s responsibility to secure and protect their work area during construction.

9. SCHEDULE and PERIOD OF PERFORMANCE:

9.1 Period of Performance. The Period of Performance shall be stipulated in the solicitation documents.

A) Performance period for this Contract is in calendar days from the Notice to Proceed (NTP).

9.2 Project Schedule. Contractor to provide a detailed Project Schedule within thirty (30) calendar days of Contract award. As a minimum, the schedule shall include the submittal of all deliverables, the proposed mobilization, and Contract completion date. Contractor’s schedule shall reflect the following requirements:

10. SUBMITTALS:

All submittals must be made to the Government for approval with a Submittal Register. Submittals include, but may not be limited to:

(including closeout material submittals warranty)

11. QUALITY ASSURANCE (QA):

The Government will perform QA of the Contractor's performance under this Contract. The Government will conduct QA inspections on all phases and types of work performed. The Government reserves the right to perform QA inspections at any time.

12. CONTRACT MANAGEMENT:

The Contractor shall implement and maintain cost and schedule monitoring procedures adequate to provide performance reporting and timely identification and resolution of all problems that affect proper completion of this effort.

13. DESIGN REQUIREMENTS, CODES and STANDARDS:

13.1 The AE/Contractor (AE) shall provide 100% design data including calculations, plans, and specifications.

13.2 The design of the architectural, electrical and other engineering features of the work shall be accomplished, reviewed and approved by architects and engineers who are licensed professionals to practice in their respective professional field in a state or possession of the United States. The DB Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in the Appendix shall not relieve him from performing any additional design as required to produce a complete set of construction documents for a full and functional facility. To ensure proper design quality control, the DB Contractor shall adhere to the requirements outlined under Division 01 specifications 01 33 16, Design after Award. The Designer of Record (DOR) shall provide the Government a copy of the completed specifications, design calculations, and drawings in accordance with that standard.

13.3 The DB Contractor shall generate a Specifications package as part of the construction Documents that uses the Unified Facilities Guide Specifications (UFGS) appropriately edited for each aspect of the project. The UFGS can be retrieved at: http://www.wbdg.org/ccb/browse_org.php?o=70. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e. UL, ANSI, NEMA, etc.) , testing requirements, execution, and similar requirements shall not be changed unless dictated by more stringent requirements reference in this RFP.

13.4 The DB Contractor is responsible for field verifying all information contained in this RFP and on any As-Built drawings provided or acquired. The DB contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. The DB Contractor shall be responsible for coordination of project work activities with the Contracting Officer that would interrupt or limit the on-going daily activities and/ or functions of the facility. Government shall provide utility locations, manhole inverts, verification of existing features to the DB Contractor.

14. REQUIREMENT SPECIFICATIONS:

14.1 Specifications shall be developed utilizing Unified Facilities Guide Specifications (UFGS) in conjunction with Division 01 GENERAL REQUIREMENTS, attached in the Appendix. All Contractor provided/developed specifications shall be in sufficient detail to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. For specifications not available in UFGS, the Contractor shall create the specifications so that all of the submittal, quality control and testing requirements given in all of the UFGS are included.

14.2 SpecsIntact: UFGS shall be edited in SpecsIntact. The SpecsIntact software is a Government specification editing system and is available without charge at http://specsintact.ksc.nasa.gov/. SpecsIntact shall be utilized for all review submittals, both hard copy and electronic. Marked-up specifications shall be printed directly from SpecsIntact with tags off and notes and editing shown. Handwritten marked-ups of the specifications will not be accepted.

15. DELIVERABLES:

15.1 Deliverables shall be submitted and distributed as shown in the table below. Table shows major milestones and is not exclusive of all other submittals as necessary per contract.

The schedule for delivery of documents (four (4) each) to the Contracting Officer is in calendar days. Calendar days for each requirement extends from the date of the Notice to Proceed (NTP) or approval of the previous milestone, except as otherwise noted.

Within 14 days of installation, but NLT final inspection

Four (4) copies in digital format both Adobe .pdf & AutoCAD 2010; 2 sets submitted on 24” x 36” for review. Submitted NLT 14 days after final/inspection.

16. PHASING REQUIREMENTS: No phasing is required.

17. HISTORIC PROPERTIES: Not used.

18. EXISTING CONDITIONS PHOTOGRAPHS:

These photos do not represent the entire scope of work. The inclusion of these photos in no way alleviates the Contractor from the responsibility to conduct his/her own site visit to verify field conditions. These pictures are provided for information only.

THIS SOW INCLUDES THE FOLLOWING APPENDICES:

(double click on icon to open) Appendix A Existing Plan of Base and Facility, H61

Appendix B Bulk Asbestos Analysis Report

Appendix C Design Submittal Guidelines

Appendix D Randolph Architectural Compatibility Guide

Appendix Ea Division 01- General Requirements RAND (Rev Apr2015)

Appendix Eb Division 01 General Requirements

Appendix Fa 01 35 13 10 00 Special Project Procedures - Survey Revision5

Appendix Fb 01 35 13.20 00 Special Project Procedures - CAD_rev6

Appendix Fc 01 35 13.30 Special Project Procedures - GIS_rev6

Appendix Fd 01 35 35 Environmental Protection Mar 15

Appendix G JBSA Energy Requirements

Appendix H UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

Appendix I 08010 Life Safety Fire Protection Design and Review

Appendix Ja Request To Use Radioactive Material

NOT USED

Appendix Jb Rad Permit Company Request Letter Template

Appendix Ka 502 CES Env Contractor HAZMAT Usage 30July13

Appendix Kb - Contractor Hazardous Materials Usage Report 30July13

Appendix La Green Procurement Program Letter

Appendix Lb Recovered Material Form

Appendix M CEPT Work Request Form Editable

Appendix Na Digging Clearance (AF 103) – Instructions

Appendix Nb Digging Clearance (AF 103) - blank form

Appendix O New Unescorted Access Request

Not used

TYMX140258/WO 11464

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0 300 600 900 1,200150 FeetProduced by the 902 CES/CEPT, Geo Integration Office

Phone 210-652-2598 1 inch = 525 feetJBSA - Randolph

1 - #64 - 559th Flying Training Sq

2 - #12 - 560th Flying Training Sq

3, #745, 562nd Flying Training Sq

4 - #743 - 563rd Flying Training Sq

5 - #62 - 902d Civil Engineer Sq

6 - #584 - After School Care Prog

7 - #895 - Arts & Crafts Center

8 - #873 - Auto Skills

9 - #8 - Base Operations

10 - #220 - Base Post Office

11 - #118 - Billeting

12 - #870, Bowling Center

13 - #1038 - BXTRA Shoppette

14 - #201 - Local Union 1840

15 - #734 - CDC Annex

16 - #102 - Chapel I

17 - #975 - Chapel II

18 - #1072 - Child Dev Center

19 - #202 - Cleaners

20 - #1040 - Clinic

21 - #1071 - Clothing Sales

22 - #1075 - Commissary

23 - #860 - Dining Hall

24 - #581 - Dir. of Logistics

25 - #28 - East Control Tower

26 - #208 - Education Center

27 - #1074 - Eisenhower Bank

28 - #146 - Elementary School

29 - #1039 - Enlisted Club (Kendrick)

30 - #897 - Eq. Rental / Tickets & Tours

31 - #1068 - Exchange Shopping Center

32 - #693 - Family Support Center

33 - #399 - Finance/MPF/CPO

34 - #1300 - Golf Course

35 - Heritage park

36 - #144 - Housing Office

37 - #100 - HQ 12 FTW

38 - #661 - HQ 19th Air Force

39 - #900 - HQ AETC

40 - #592 - HQ AFMA

41 - #499 - HQ Air Force Personnel Ctr

42 - #491 - HQ USAFRS

43 - #235 - Law Enforcement

44 - #598 - Library

45 - #112 - Lodging

46 - #1035 - Main Gate

47 - #500 - Officer's Club

48 - #999 - Rambler Fitness Center

49 - #290 - RB Federal Credit Union

50 - The Lemon Lot

51 - #216 - Veterinarian Clinic

52 - #55 - West Control Tower

53 - #585 - Youth Center

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Appendix C - Design Submittal Guidlines.pdf

CONCEPT DESIGN SUBMITTAL; 20 PERCENT

1. General. The concept submittal (20 percent) shall consist of an analysis of design, schematic drawings, and a cost estimate. The requirements for the analysis of design and the drawings will be defined by discipline.

2. Objective. The concept submittal shall provide sufficient information to demonstrate that the users' project requirements can be met within the programmed budget and scope of work.

The concept submittal shall indicate the designer's proposed design approach demonstrating up to three alternate schemes for review. Applicable criteria shall be listed and major design constraints and opportunities addressed. Any information needed to support the designer's approaches shall be provided for review.

3. Civil Design.

3.1. Basis for Design. The various aspects of the civil site design shall be shown at this phase. A narrative shall describe the type and extent of the civil design features under consideration and the designer's recommendation for their design. This shall include such elements as storm drainage, roads and paved areas, fencing, environmental impact, landscaping, site efficiency, and future expansion if appropriate.

3.2. Computations. Computations shall include estimated grading and excavations and an approximation of site utilities involved as well as any paving and miscellaneous site improvements. These computations shall be consistent with the level of detail of design involved in a 10- or 20-percent submittal.

3.3. Drawings. The drawings shall include a location map indicating the relationship of the site to the surrounding area. All major existing structures and/or streets shall be shown to facilitate identification of the proposed site. The schematic site plan(s) showing building orientation, paving and access, and landscaping, shall be provided.

4. Architectural Design.

4.1. Basis for Design. Indicate how the structure relates to existing structures. Themes for the architectural treatment and the possible types of building construction shall be shown stating the reasons for the selections made. The occupancy and barrier free access requirements must be defined and criteria listed. Describe how the location and orientation of the structure relates to environmental considerations. Describe any additional or unusual features which will affect further design development.

4.2. Computations. The gross floor areas of finished and unfinished space shall be provided.

The floor areas of specific programmed areas and/or rooms shall be calculated to indicate compliance. The floor areas of additional covered or uncovered spaces related to the structure must also be computed and described.

4.3. Drawings. The drawings shall include the schematic floor plan(s) showing the overall size of the structure, the functional arrangement, occupancy, and circulation spaces. The floor plan shall indicate major zoning requirements and building organization. A building section indicating the structures vertical relationship to the site as well as internal floor to floor heights shall be shown.

EARLY PRELIMINARY DESIGN SUBMITTAL; 35

PERCENT

1. General. The early preliminary submittals (35 percent) are essentially the same and consist of an Analysis of Design, drawings, outline specifications, and a cost estimate. This shall define, by discipline, all the specific requirements of the Analysis of Design and the drawings. It is especially important to provide a useable cost estimate at this submittal.

2. Objective. The concept and early preliminary submittals shall be of sufficient detail to show the user how their functional and technical needs will be met, to indicate the designer’s approach to solution of technical aspects to all reviewers, to show compliance to the criteria or justification for noncompliance, and to provide a valid estimate of construction cost. The submittal shall be heavily oriented toward creating the proper architectural treatment and establishing the design of the basic structural, mechanical, and electrical systems, and in general, show that the project has been sufficiently thought-out to enable it to proceed with no major changes in design. All deviations from applicable criterion such as military construction criteria, building code, fire protection, life safety, OSHA, and safety manual, shall be summarized and enumerated in design analysis. Identify deviation, citing source and paragraph, what criteria requires and nature of deviation, followed by authority granting waiver and date. If waiver has not been granted, indicate NONE.

3.1. Basis for Design. Establish basic criteria for each aspect of the overall civil design.

Provide justification for the selection of criteria and proposed features over alternate options or possible solutions.

3.1.1. Water Distribution.

3.1.1.1. Develop basic and controlling water demands and show required residual pressures. Include fire, domestic, and industrial average and/or peak demands as applicable. Show adequacy of distribution system to supply controlling demands and include information basic to this determination such as known flow tests and/or computations. State whether additional fire hydrants are needed and indicate the recommended location of each hydrant. If the water requirements for the project are considerable, state whether a determination has been made regarding the capability of the existing system to meet the additional demand or if future analysis is needed.

3.1.1.2. For service lines, distribution main extensions, and new distribution systems, state the propose friction coefficient, approximate controlling elevations, special material requirements, and any special features of the design such as pressure reducing or regulating values. For irrigation systems, indicate types of sprinkler heads, effective coverage, proposed spacing, and sectionalization.

3.1.2. Water Supply.

3.1.2.1. Water supply (including sources, treatment, storage, pumping, and supply lines) for new systems or additions.

3.1.2.2. Give basic information such as population, capacity factor, per capita allowances, industrial, and irrigation requirements, and fire demands.

3.1.2.3. Provide information on type, condition, and adequacy of existing units such as well, pumps, reservoirs, etc., and current water consumption. If these items are already described in detail in an existing report, give summary statement and appropriate reference.

3.1.2.4. In describing proposed works, including functional design concepts basic to selection of type of units, materials, economy of operation, controls, etc.

Provide statement of tentative sizes or capacities of major components, any critical elevations or dimensions, and essential related items as estimated from preliminary computations.

3.1.2.5. Identify the requirement for a new or additional source of water and the use of such water at an early stage. Where the scope of work specifically includes the determination of new or additional water supply, the following should be included: For new sources, include data on existing supplies and alternatives for new sources such as wells and surface supplies. Provide data for all proposed water wells and test drilling programs with full explanation of geological and other factors affecting choice of location, type, diameter, depth, and important related characteristics.

3.1.3. Water Treatment. Where water treatment is included in the job, the designer shall provide a copy of the water analysis and describe the elements of the design, including the capacities ant number of units, monitoring equipment, and controls.

The alternatives that were considered and the reason for selecting the design over the alternatives shall be discussed demonstrating how the design will correct the objectionable characteristics of the water.

3.1.4. Sewage.

3.1.4.1. Sewage Collection. Discuss peak and average flow determinations for building connections, individual sewer lines, and force mains based upon population data, measurements, or computations from the number of fixture units. Indicate controlling elevations and compliance with slope and size criteria. Confirm adequacy of existing sewers to carry additional flow.

3.1.4.2. Provide basic information, such as population, capacity factor, per capita flows, quantity, and nature of waste, etc., as applicable and develop required size and capacity for sewage lift stations.

3.1.4.3. Sewage Treatment. Where waste treatment is included in the job, explain the degree of treatment required to meet the applicable discharge standards. A complete description of the nature of the waste shall be included. Describe the elements of the design, including the capacities and number of units, monitoring equipment, and controls. The alternatives that were considered and the reason for selecting the design over the alternatives shall be discussed demonstrating how the design will achieve the treatment goals. Pilot plant testing programs which are to be conducted will be described, and in the case of land treatment, a soil testing program will be developed and described.

3.1.5. Storm Drainage and Grading. Discuss the proposed drainage design. The discussion shall include the rainfall intensity and return period, concentration times, infiltration rates, the size of the contributing area, method of computation, and the reasons behind the selection of each of the above. Describe the grading plan and the controlling slopes which will be used in the design.

3.1.6. Roads. Street. Open Storage Areas. Hardstands. and Walks. Discuss the geometric features of the paved areas such as widths of traffic lanes, shoulders, parking spaces, and walks. Data relating to the design such as type, volumes and composition of traffic; vertical and horizontal controls; and the class and category of road or street shall be included. The design section for all exterior pavements will be provided by the A-E in the geotechnical report. This section will be used in preparation of bidding documents and all other items related to pavements will be developed by the designer using applicable criteria and instructions. This report shall be referenced and a copy appended to the Basis for Design as an appendix.

3.1.7. Fencing. Describe the type and height of fences and gates. The description shall include features such as outriggers, barbed wire, or tape and gate controllers.

3.1.8. Dust and Erosion Control. Include a statement of the proposed type and method of accomplishing dust and erosion control, reasons for selection, extent of area treated, etc. If no treatment is proposed, justify omission.

3.1.9. Railroads. Include the type of service, volume, and traffic; the condition and weight of rails; type and thickness of ballast; ruling grade; type of treatment and size of ties; subgrade compaction requirements; types of track accessories, turnouts, and switches; and the name of the operating agency.

3.1.10. National Pollution Discharge Elimination System (NPDES) Permit. In projects where wastewater is not discharged into an existing collection and disposal system, the NPDES permit will be referenced and appended to the Basis for Design.

Excepted from this requirement are small storm drainage facilities where no separate permit is issued.

3.1.11. Economic Analysis. Furnish economic comparisons between feasible alternatives for site layout, facility orientation, utilities systems, paved areas, and other site improvements.

3.1.12. Environmental Impact. Review the environmental impact analysis (environmental impact assessment or environmental impact statement) to determine whether any design feature changes the conclusions or recommendations of the analysis. Should changes to the analysis be required as a result of the design, a complete description of the required changes shall be included in the Basis for Design. If no changes are required to the analysis, the designer hall indicate this conclusion in the Basis for

Design.

3.1.13. Energy Efficiency. Where the civil design includes energy consuming processes, provide studies on comparative energy conservation measures.

3.1.14. Landscaping. Include a statement of need and justification for proposed landscaping and description of existing and proposed plantings. State any unusual climatic or soil conditions or other local factors which affect the design or selection of plant species. State that no landscaping is required if this is the case.

3.1.15. Airfield Pavements. The A-E will furnish the pavement section design in the geotechnical report consisting of a brief description of foundation explorations, materials investigations, field tests, a statement of foundation conditions, results of field tests, a statement of values used in pavement design, basis for selection of pavement section, a diagram of the geometric layout of pavement joints, and a description of the adopted pavement sections. A copy of the report shall be attached to the basis for design as an appendix.

3.2. Future Expansion. Where buildings are to be designed for future expansion, discuss provisions to be taken to insure the projected construction will proceed in a trouble free fashion. State that no provisions have been made for future expansion if this is the case.

3.3. Computations. Computation appropriate to level of 35 percent design.

3.4. Drawings. The site plans shall show existing and proposed features such as buildings, paved areas, and utilities with actual or tentative sizes, hydrants, valves, fences, and landscaping. The new facility shall be superimposed on existing topography. Reference the source of the survey data and the location where filed. The drawings shall have sufficient horizontal and vertical control to clearly indicate the proposed siting of the facility in relation to existing features. A small scale location map shall be provided showing the location of the project on the base and the general relation between the new facility and major existing structures and/or streets to facilitate identification of the proposed site.

4. Architectural Design.

4.1. Basis for Design.

4.1.1. State what general type of…