Attachment_2_-_WON_1301741_Softball_Field.pdf

eProject 1301741

CONSTRUCTION CONTRACT

No.:

APPROPRIATION: O&MN

REPAIR SOFTBALL FIELD, FAC. 120

DIEGO GARCIA, B.I.O.T.

PREPARED BY:

Civil: Limbert Pascua

REQUEST FOR PROPOSAL APPROVED BY:

Specification Approver : Gil Macapagal, FEAD Project Management And Engineering Branch Head

For Commander, NAVFAC Far East: LCDR Clinton Roy, FEAD Director, PWD DG

Date: November 28, 2012

Repair Softball Field, Fac. 120 eProject # 1301741 Diego Garcia, British Indian Ocean Territory

Project Program

Repair Softball Field, Fac. 120

RM 12-1610

FY13

Category Code 75020

Diego Garcia British Indian Ocean Territory

28 November 2012

PART THREE - PROJECT PROGRAM - Page 1

PART THREE - PROJECT PROGRAM - Page 2

PART THREE - PROJECT PROGRAM

1. PROJECT DESCRIPTION

1.1 Description of Work

1.2 Completion Facility Function.

2. PROJECT OBJECTIVES

2.1 Mission Statement

2.2 Facility Function.

2.3 Project Specific Priorities

2.4 Appropriate Design

2.5 Special Design Challenges

2.6 Adaptability and Flexibility

3. SITE ANALYSIS

3.1 Existing Site Conditions

3.2 Site Development Requirements

4. BUILDING REQUIREMENTS

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS

G10 Site Preparations G20 Site Improvements

1.0 PROJECT DESCRIPTION

pairs to the existing deteriorated natural grass and coral sand surface of aying field surface will be replaced with synthetic turf complete with em.

wing

G1010 ish and debris.

30 se per n and around the e.

vide synthetic turf surfacing inside the entire fenced area indicated on Part 6 of system per quired to complete the entire work, ready for use, not later than 175

This project will provide re Softball Field #2 (F-120). Existing pl subbase and drainage syst

1.1 Description of Work

The follo is the detailed description of work for this RFP:

1.1.1 Clear site from scattered grass, demolished materials, rubb

G10 1.1.2 Perform excavation and compaction. Provide compacted subba recommendation by the turf manufacturer. Provide finish grading i playing field for positive drainag

G2040 1.1.3 Pro this RFP. Include required softball field markings. Provide sub-drainage recommendation by the turf manufacturer.

1.2 Completion Days

The Contractor shall be re calendar days including the mailing period after the date of Award. The mailing period includes the days for mailing of th sion of the required bonds and Certificate of Insurance. The time for completion shall include final clean-up of the premises.

A. Design Preparation e Notice of Award and the submis be completed within

PAK meeting/ Investigation on site alendar days after Award cept design ering meeting, and eeting)

60% stage Submission r Award cludes 60% in-progress gs, calculations, and survey reports)

Government review 68 calendar days after Award

100 % Submission 85 calendar days after Award (Includes 100% design drawings, calculations, specifications and catalog cuts of materials)

Government review 100 calendar days after Award

Schedule Shall

10 c (Includes con presentation, partn scheduling m

40 calendar days afte (In design drawin

PART 3 - CHAPTER 1 - Page 1

PART 3 - CHAPTER 1 - Page 2

115 calendar days after Award

(NOTE: Submittals shall be submitted as specified as per Section 01 33 10.05 20.)

B. C

Final submission onstruction

Construction alendar days for on‐site (From starting the demolition to the Government’s final acceptance including approval)

60 c

2.0 PROJECT OBJECTIVES

2.1 Mission Statement

ant shore activities s reinforcements to the uces sailors to lifetime recreation ides them with participation opportunities. Replacement of the softball field turf is recommended to support the requirement.

2.2 ld was built in 1979. It ious occasions ld is deteriorated n surfaces and stem. This condition poses as a safety hazard to personnel. Periodic re-grading and re-sodding is done to keep the l infield surface re susceptible to e to preclude or ntenance work.

used despite its deplorable condition exposing personnel to health and safety hazards. It negatively impacts personnel quality of life, self-esteem and general well mand's ability to promote physical fitness, teamwork, leadership skill reciation and ethics. Diego Garcia is a remote area where nsumption of of the project using a whole building, life-cycle approach. The facility and all site features shall be designed and as approved by the porate sustainable sion, budget and

The sustainable design rating level for the project is to achieve LEED-NC Certified or equivalent and the constructed facility shall be certified by the USGBC as having met the USGBC LEED-NC requirements for the required rating level.

The following USGBC LEED-NC 2009 credits and additional requirements are mandatory. If the project was registered with USGBC before LEED-NC 2009 went into effect, comply with LEED-NC Version 2.2. The LEED-NC Version 2.2 credit numbers that are different than the LEED NC 2009 credit numbers are indicated below in parenthesis ( ) after the LEED-NC 2009 credit numbers.

NAVSUPPFAC Diego Garcia maintains and provides facilities in support to ten and afloat units of forward deployed operating forces in the Indian Ocean a national policy of strategic deterrence. Outdoor recreation introd activities and prov surface with synthetic

Facility Function

The softball field with natural grass outfield and coral aggregate surface infie is regularly used by the military and civilian population of Diego Garcia in var including island-wide events especially during summer months. The playing fie and requires extensive repairs. The field has many patches, low spots, uneve rendered unplayable after heavy rains due to lack of adequate drainage sy softball field playable resulting into extensive maintenance cost. Also, the cora could be hazardous to players. Abrasion injury caused by coral aggregate is mo infection. Replacement of the field surface with a synthetic turf field is imperativ minimize the safety and health hazards and field down time due to repair/mai

The facility will continue to be being. It also impairs the com development and environmental app there are no off-base alternatives.

.3 Project Specific Priorities

2.3.1 Sustainable Design

Integrate sustainable strategies and features into the design to minimize the energy co the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort to reduce the total cost of ownership constructed using USGBC LEED-NC or equivalent green building rating system Government/ Contractor Project Team. The design and construction shall incor design strategies and features to the fullest extent possible, consistent with mis client requirements.

PART 3 - CHAPTER 2 - Page 1

a. WE-1 (WE 1.1) Water Efficient Landscaping: Reduce by 50%

b. Disposal.

c. MR-4 (MR 4.1) Recycled Content: 10%. For EPA Designated products, use products

d. e from rapidly renewable

e. -3.2 Construction IAQ Management: During Construction

f. ucts with low ucts meeting or exceeding

Use certified sustainable wood products.

ted in the struction phase.

2.4 Appropriate Design

ment standards for planning and design requirements for this dure gineering s and Recreational Facilities

2.5 Special Design Challenges

The softball field is located in approximately flat surface. Provide synthetic turf surfacing as required by this RFP without negatively impacting the existing drainage system.

Provide sub-drainage system as required by the turf manufacturer.

2.6 Adaptability and Flexibility

MR-2 (MR 2.1) Construction Waste Management: Divert 50% from meeting EPA's recycled content recommendations.

MR-6 Rapidly Renewable Products: Use products mad resources.

EQ-3.1 & EQ

EQ-4.1, 4.2, 4.3, 4.4 Low Emitting Materials. Specify materials & prod pollutant emissions

g. Bio-Based Products: For USDA designated products use prod USDA's bio-based content recommendations.

h. Certified Wood:

Ensure sustainable strategies and features in the design phase are incorpora con

Comply with the following Govern project:

UFC 1-300-09 Design Proce

UFC 3-200-10N Civil Engineering

UFC 3-220-01N Geotechnical En

UFC 3-201-02 Landscape Architecture

UFC 3-440-05N Tropical Engineering

UFC 4-750-02N Design: Outdoor Sport

PART 3 - CHAPTER 2 - Page 2

PART 3 - CHAPTER 2 - Page 3

Provide synthetic turf surfacing suitable with the temperature and climate of Diego Garcia.

3.0 SITE ANALYSIS

3.1 Existing Site Conditions

3 nstraint

120 is basically situated in a flat surface. Site plan is provided for getation/ Landscaping project.

fe

No wildlife will be affected by this project.

affected by this project.

eport reference only.

3.1.2 Man-made Constraints

n s around Facility 120.

b. Site Utilities in Part 6 for reference.

and Storm Water Run-off (Hydrology)

e. Contractor shall conduct topographic plete design.

Location Plan is provided in Part 6 for reference.

e. Hazardous Materials

No hazardous materials will be affected by this project.

f. Adjacent Land Use

Facility 120 is located in Downtown Area. Site plan is provided in Part 6 for reference.

.1.1 Natural Co

a. Topography

The vicinity of Facility reference in Part 6.

b. Ve

No tree cutting involved in this

c. Wildli

d. Wetlands

No wetland will be

e. Reference Geotechnical Soil R

Geotechnical Report from adjacent location is provided in Part 6 for

a. Existing Vehicular Access and Circulatio

Location Plan is provided in Part 6 for reference of existing road

Existing electrical utilities are shown

c. Site Drainage

Site Plan is provided in Part 6 for referenc surveying to com

d. Existing Surrounding Buildings On Site

PART 3 - CHAPTER 3 - Page 1

PART 3 - CHAPTER 3 - Page 2

No cultural resources will be affected by this project.

t Requirements

3.2.1 Facilit

rence. Verify all dimensions.

3.2.2 Vehicular Access and Circulation

Location Plan is provided in Part 6 for reference.

g. Cultural Resources

3.2 Site Developmen

y Footprint

Softball Field Plan is provided in Part 6 for refe

4.0 BUILDING REQUIREMENTS

Not used.

PART 3 - CHAPTER 4 - Page 1

5.0 ROOM REQUIREMENTS

Not used.

PART 3 - CHAPTER 5 - Page 1

6.0 ENGINEERING SYSTEMS REQUIREMENTS

G10 SITE PREPARATION

SYSTEM DESCRIPTION

The site preparation system consists of site clearing, demolition and earthwork necessary to ready the site for other work associated with the project.

GENERAL SYSTEM REQUIREMENTS

Develop the project site and perform all off-site work necessary to meet the requirements of the project, antiterrorism criteria, local codes, reference standards, technical specifications and performance criteria.

Previous site plans of the existing site are being provided to the contractor in Part 6. The Contractor is required to perform a topographic survey of the project area that will be impacted by his work. This topographic survey shall be included in the contractor’s design plans. Prior to starting work, physically verify the location of all existing utilities and obtain all additional survey data required to provide a quality final design. The existence, size and/or location of the utilities are not guaranteed by the site plan provided. The Contractor shall verify the location of all utilities prior to construction.

Minimize the impact of construction activity on operations and neighboring facilities.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall submit a complete "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the Download Tab of Part 6 of the NAVFAC Design-Build website at the following link http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo . Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government’s Civil Reviewer and Environmental Reviewer.

Coordinate and obtain the Resident Officer In Charge of Construction's (ROICC) approval for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

Refer to Site Analysis and Building Requirements Sections for additional site preparation functional program information.

GOVERNMENT PROVIDED GEOTECHNICAL INFORMATION

Subsurface soil information, including a geotechnical report from projects immediately adjacent to the project site are included in other portions of this RFP.

Any included subsurface information is only for the Contractor's information and is not guaranteed to fully represent all subsurface conditions. The Government shall not be responsible for any interpretation or conclusion by the Contractor drawn from the data or information.

Any geotechnical report accompanying the subsurface information is provided only to better convey data (testing, etc.) or to document observed site conditions. The assumptions, analysis, and recommendations of any accompanying report were developed for preliminary planning purposes only and may not reflect present project requirements. The Contractor is required to retain a Geotechnical Engineer experienced and licensed in the geographic region of the project to interpret the

PART 3 - CHAPTER 6 / ESR G10 - Page 1 http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo

PART 3 - CHAPTER 6 / ESR G10 - Page 2

Government provided information as related to his design concept and develop geotechnical requirements to support design and construction.

G1010 SITE CLEARING

G101001 CLEARING

Clear the site from scattered grass.

There is no tree cutting involved in this project.

Preserve trees indicated to remain. Refer on the drawings in Part 6 of this RFP.

G101006 DEBRIS DISPOSAL

All grubbing and clearing residue, demolished material, rubbish and debris generated by this project shall be disposed of in the Activity's sanitary landfill according to its requirements and regulations.

G102007 SITE CLEANUP

Remove rubbish and debris from the station daily.

G1030 SITE EARTHWORK

G103001 GRADING

Provide grading as required for this project. Finish elevation shall provide a positive drainage.

G103002 COMMON EXCAVATION

Perform excavation as required for this project.

G103004 FILL & BORROW

Borrow and select fill shall come from off-base sources.

G103005 COMPACTION

Perform compaction as required for this project.

G103006 SOIL STABILIZATION

The following methods of soil stabilization will be allowed: geosynthetics, such as geotextiles and geogrids.

--End of Section--

6. ENGINEERING SYSTEMS REQUIREMENTS

G20 SITE IMPROVEMENTS

SYSTEM DESCRIPTION

The site improvements system consists of resurfacing a playing field using synthetic turf.

GENERAL SYSTEMS REQUIREMENTS

Provide site improvements as required to make a useable facility that meets functional and operational requirements.

Provide site improvements in conformance with applicable requirements of the DoD, "ABA (Architectural Barriers Act) Accessibility Standard" (DoD ABAAS) and the DEPSECDEF Memorandum.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall complete the "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the Download Tab of Part 6 of the NAVFAC Design-Build website at the following link http://ndbm.wbdg.org/system/datas/11/original/PROD_Form.doc. Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government's Civil Reviewer.

Minimize the impact of construction activity on operations and neighboring facilities.

Locate new site improvements at locations indicated on the drawings in another part of this RFP.

Refer to Site Analysis for additional site improvement functional program information.

G2040 SITE DEVELOPMENT

G204007 PLAYING FIELDS

Resurface the existing playing field with synthetic turf.

Provide required drainage system..

PART 3 - CHAPTER 6 / ESR G20 - Page 1

PART FOUR - PERFORMANCE TECHNICAL

SPECIFICATIONS

SECTION G10 Site Preparations SECTION G20 Site Improvement SECTION Z10 Performance Technical Specifications

PART FOUR - PERFORMANCE TECHNICAL SPECIFICATIONS - Page 1

SECTION G10

SITE PREPARATION

11/10

G10 GENERAL

RFP Part 3 including the Engineering System Requirements (ESR) provide project specific requirements. The RFP Part 4, Performance Technical Sections (PTS) provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the RFP Part 3 project specific requirements are required.

G10 1.1 DESIGN GUIDANCE

Provide the design and installation in accordance with the following references.

This Performance Technical Specification (PTS) adds clarification to the fundamental requirements contained in the following Government Standards.

The general requirements of this PTS section are located in PTS Section Z10, General Performance Technical Specification.

G10 1.1.1 Industry Standards and Codes

Refer to UMRL for reference designation identification.

G10 1.1.2 Government Standards

CORPS OF ENGINEERS (COE)

COE EM 385-1-1

Safety and Health Requirements Manual

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-800-10N

Environmental Engineering for Facility Construction

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS 31 23 00.00 20

Excavation and Fill

G10 1.2 PERFORMANCE VERIFICATION AND ACCEPTABLE TESTING

Compliance with the requirements will be determined by a review of the design and construction submittals and by field inspection. See Section 01 33 10.05 20, Design Submittal Procedures, and Section 01 33 00.05 20, Construction Submittal Procedures, for additional requirements.

Verification of satisfactory earthwork performance shall be via testing detailed in the paragraph, "Field Quality Control", in UFGS Specification Section 31 23 00.00 20, Excavation and Fill.

G10 1.3 DESIGN SUBMITTALS

PART 4 - SECTION G10 - Page 1

Design Submittals shall be in accordance with UFGS section 01 33 10.05 20, Design Submittal Procedures, UFC 1-300-09N, Design Procedures, UFC 3-200-10N, Civil Engineering, and UFC 3-220-01N.

In addition, UFGS sections listed below or in the body of the PTS text are to be used by the Designer of Record (DOR) as a part of the design submittal.

If the UFGS products or systems are applicable to the project, the DOR shall edit these referenced UFGS sections and submit them as a part of the design submittal specification. Edit the specification sections in accordance with the limitations stated in PTS section Z10, General Performance Technical Specifications.

UFGS 31 23 00.00 20 (02315N), Excavation and Fill

G10 1.4 CONSTRUCTION SUBMITTALS

Submit construction submittals in accordance with PTS Section Z10, General Performance Technical Specifications. In addition to the Z10 requirements, the Designer of Record (DOR) shall approve the following construction submittals as a minimum:

Submittals in UFGS 01 57 19.05 20 (01577N), Temporary Environmental Controls for Design-Build.

Submittals in UFGS Specification Section 31 23 00.00 20 (02315N), Excavation and Fill.

G10 1.5 GEOTECHNICAL REPORT

G10 1.5.1 Subsurface Soils Information

Any provided subsurface soil information is included for the Contractor's information only, and is not guaranteed to fully represent all subsurface conditions. The data included in this RFP are intended for proposal preparation and preliminary design only. The Contractor shall perform, at his expense, such subsurface exploration, investigation, testing, and analysis as his Designer of Record deems necessary for the design and construction of the site improvements.

G1010 SITE CLEARING

G1010 1.1 GENERAL

Clear project site as described in the ESR.

G101001 CLEARING

G101001 1.1 PRESERVATION

Preserve and protect trees indicated on other part of this RFP to remain and not directly impacted by the construction in accordance with Section 01 57

19.00 20, Temporary Environmental Controls.

G101006 DEBRIS DISPOSAL

Prevent spillage on pavements, streets, or adjacent areas. Dispose of all surplus and unsuitable material off of Government property.

PART 4 - SECTION G10 - Page 2

PART 4 - SECTION G10 - Page 3

G102007 SITE CLEANUP

Remove rubbish and debris from the station daily. Store materials that cannot be removed daily in areas specified by the Contracting Officer.

G1030 SITE EARTHWORK

G1030 1.1 GENERAL

This section includes the design and construction requirements for earthwork and grading related to construction of the playing field.

The Designer of Record shall utilize UFGS Specification Section 31 23 00.00 20, Excavation and Fill, for the project specification, and shall submit the edited specification section as a part of the design submittal for the project.

G103001 GRADING

G103001 1.1 FINISHED SURFACES

Finish grading shall provide drainage towards new and existing drainage features. Finish grading shall not result in low spots that hold water or that direct runoff towards existing facilities or site amenities. Finish grading shall meet the minimum requirements of the UFC 3-200-10N, Civil Engineering.

G103002 COMMON EXCAVATION

The Contractor shall preserve natural topographic features to minimize cut and fill requirements. All unsuitable material and surplus excavation shall become the property of the Contractor and shall be disposed of as indicated in the Project Program.

G103004 FILL & BORROW

G103004 1.1 SOURCES

Where sufficient satisfactory materials are not available on the project site, provide suitable borrow materials.

G103004 1.2 UNSATISFACTORY SOIL MATERIALS

Remove unsatisfactory soil materials from the site in accordance with the Project Program and replace with satisfactory soil materials in accordance with UFGS Specification Section 31 23 00.00 20, Excavation and Fill.

G103005 COMPACTION

Provide compaction in accordance with UFGS Specification Section 31 23 00.00 20, Excavation and Fill, and the recommendations of the Contractor's Geotechnical Engineer, whichever is greater.

G103006 SOIL STABILIZATION

Provide soil stabilization designed to function as required by site conditions in accordance with the standards in the state where the project is located. Apply and install geosynthetics in accordance with the manufacturer's written instructions.

-- End of Section --

SECTION G20

SITE IMPROVEMENTS

11/10

G20 GENERAL

RFP Part 3 including the Engineering System Requirements (ESR) provides project specific requirements. The RFP Part 4, Performance Technical Sections (PTS) provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the RFP Part 3

G20 1.1 DESIGN GUIDANCE

Provide the design and installation in accordance with the following references.

This Performance Technical Specification (PTS) adds clarification to the fundamental requirements contained in the following Government Standards.

The general requirements of this PTS section are located in PTS Section Z10, General Performance Technical Specification.

G20 1.1.1 Industry Standards and Codes

AMERICAN SOD PRODUCERS ASSOCIATION (ASPA)

U.S CONSUMER PRODUCT SAFETY COMMISSION, PUBLICATION NO. 325

G20 1.1.2 Government Standards

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01

General Building Requirements(A reference in this PTS section to UFC 1-200-01 requires compliance with the Core UFCs that are listed in UFGS Section 01 33 10.05 20, which includes the following significant UFC(s):UFC 3-200-10N, Civil Engineering; UFC 3-201-02, Landscape Architecture; UFC 3-220-01N, Geotechnical Engineering))

UFC 3-800-10N

Environmental Engineering for Facility Construction

G20 1.3 PERFORMANCE VERIFICATION AND ACCEPTANCE TESTING

Compliance with the requirements will be determined by a review of the design and construction submittals and by field inspection. See Section 01 33 10.05 20, Design Submittal Procedures, and Section 01 33 00.05 20, Construction Submittal Procedures, for additional requirements.

Verification of satisfactory performance shall be via Performance Verification, as detailed in this section of the RFP. Verification of satisfactory performance shall also be via testing as detailed in the paragraph, Field Quality Control, in applicable UFGS Specification Sections utilized.

G20 1.3.1 Subgrade Preparation Performance Verification

PART 4 - SECTION G20 - Page 1

PART 4 - SECTION G20 - Page 2

Perform subgrade preparation in accordance with PTS Section G10. If required by the Designer of Record, perform proof rolling. Proof rolling shall be performed in the presence of the Contracting Officer. Rutting or pumping of material shall be undercut as directed by the Contracting Officer and replaced with satisfactory soil materials as defined in Section G10, Site Preparation.

G20 1.3.2 Base Course Performance Verification

G20 1.3.2.1 Aggregate Base Course

a. Sampling: ASTM D 75.

b. Gradation: ASTM C 136.

c. Thickness: Confirm in-place compacted thickness.

Acceptable tolerances are plus or minus 0.5 inches (13 mm).

One test for every 500 square yards (418 square meters);

minimum 2 tests.

d. Density: ASTM D 1556 or ASTM D 2922 and ASTM D 3017. One field test for every 1000 square yards (836 square meters);

minimum 2 tests. ASTM D 1557, Method D; one laboratory test for the project.

e. Visual: Surface shall be smooth with no ruts.

G20 1.3.2.2 Other Types of Base Courses

For other types of base courses, provide field testing in accordance with the SHS.

G20 1.4 DESIGN SUBMITTALS

Design Submittals shall be in accordance with UFC 1-200-01, General Building Requirements, UFGS section 01 33 10.05 20, Design Submittal Procedures, UFC 1-300-09N, Design Procedures, and UFC 3-200-10N, Civil Engineering.

G20 1.5 CONSTRUCTION SUBMITTALS

Submit construction submittals in accordance with PTS Section Z10, General Performance Technical Specifications. In addition to the Z10 requirements, the Designer of Record (DOR) shall approve the following construction submittals as a minimum:

Provide product data for synthetic turf, test reports and transporting.

G2040 SITE DEVELOPMENT

G204007 PLAYING FIELDS

G204007 1.1 PLAYING FIELDS

Provide playing surfaces as required by this RFP.

SECTION Z10

GENERAL PERFORMANCE TECHNICAL SPECIFICATION

11/10

Z10 GENERAL

RFP Part 3 including the Engineering System Requirements (ESR) provide project specific requirements. The RFP Part 4, Performance Technical Sections (PTS) provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the RFP Part 3

Z10 1.1 NARRATIVE

All Performance Technical Specification (PTS) sections must be used in conjunction with all parts of the Design Build (D/B) Request for Proposal (RFP) to determine the full requirements of this solicitation. This PTS section provides general requirements for the other PTS sections of this RFP and is used in conjunction with the other PTS sections.

Refer to UFGS section 01 33 10.05 20, Design Submittal Proceduresfor the Order of Precedence of the RFP Parts. Requirements listed in the Project Program take precedence over the PTS sections requirements; therefore, requirements identified in the Project Program eliminate options related to that requirement in the PTS sections.

Z10 1.2 DESIGN GUIDANCE

Provide work in compliance with the following design standards and codes, as a minimum. Government standards listed in this RFP take precedence over industry standards.

The PTS Sections reference published standards, the titles of which can be found in the Unified Master Reference List (UMRL)on the Whole Building Design Guide at the Unified Facilities Guide Specification (UFGS) Website . The publications referenced form a part of this specification to the extent referenced. The publications are referred to in the section text by the basic designation only. Industry standards, codes, and Government standards referenced in the section text, and not found in the UMRL, are listed at the beginning of the PTS sections.

The advisory provisions of all referenced codes, standards, and specifications shall be mandatory; substitute words such as "shall", "must", or "required" for words such as "should", "may", or "recommended," wherever they appear.

The results of these wording substitutions incorporate these code and standard statements as requirements. Reference to the "authority having jurisdiction" for variance from criteria shall be interpreted to mean the "Chief Engineer, NAVFAC" and for contractural obligations on this project shall be interpreted to mean the "Contracting Officer". Comply with the required and advisory portions of the current edition of the standard at the time of contract award.

The following list of codes and standards is not comprehensive and is augmented by other codes and standards referenced and cross-referenced in the RFP.

Z10 1.2.1 INDUSTRY CODES

INTERNATIONAL BUILDING CODE (IBC) as modified by UFC 1-200-01. UFC 1-200-01 applies the IBC to the project and references other commercial standards and UFC criteria that become part of the contract.

PART 4 - SECTION Z10 - Page 1 http://www.wbdg.org/ccb/browse_org.php?o=70

Z10 1.2.2 INDUSTRY REQUIREMENTS

WHOLE BUILDING DESIGN GUIDE (WBDG)

WHOLE BUILDING DESIGN GUIDE, Ensure Occupant Safety and Health (Systems Safety Engineering) at http://www.wbdg.org/design/ensure_health.php

Z10 1.2.3 GOVERNMENT STANDARDS

Z10 1.2.3.1 UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01

General Building Requirements(UFC 1-200-01 is a hub document that provides general building requirements and references other critical UFCs. A reference to UFC 1-200-01 requires compliance with the Tri-Service Core UFCs. A complete list of these Tri-Service Core UFCs is located in UFGS section 01 33 10.05 20)

UFC 1-300-09N

Design Procedures

Z10 1.2.3.2 FEDERAL STANDARDS

DoD Architectural Barriers Act Accessibility Standard with DEPSECDEF Memorandum

Occupational Safety and Health Association (OSHA)

Z10 1.3 MATERIALS AND EQUIPMENT REQUIREMENTS IDENTIFICATION

Z10 1.3.1 MATERIALS STANDARD

Refer to the Project Program for identification of Government Furnished Equipment.

The equipment items shall be supported by service organizations that are convenient to the equipment installation in order to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

Materials, equipment, fixtures, and other appurtenances shall comply with applicable Underwriters Laboratories, (UL) Inc., American National Standards Institute, Inc., and National Electrical Manufacturer's Association standards or applicable standards of a similar independent testing organization. All materials shall be new, and shall bear the label of Underwriters Laboratories whenever standards have been established and label service is normally and regularly furnished by the agency. All equipment provided shall be listed and labeled suitable for the specified purpose, environment, and application and installed in accordance with manufacturer’s recommendations. Insulation shall be asbestos free.

Z10 1.3.2 EQUIPMENT NAMEPLATE IDENTIFICATION

Each item of equipment shall have a nameplate bearing the manufacturer's name, address, model number, and serial number securely affixed in a conspicuous place. The nameplate of the distributing agent will not

PART 4 - SECTION Z10 - Page 2 http://www.wbdg.org/design/ensure_health.php be acceptable.

Z10 1.3.3 FIELD-APPLIED NAMEPLATES

Provide laminated plastic nameplates for each piece of equipment. Each nameplate must identify the function and, when applicable, the number designation of that piece of equipment as used in the design documents.

Provide melamine plastic nameplates, 0.125 inch (3 mm) thick, white with black center core.

Z10 1.4 COMMISSIONING

Commission the building systems identified in the Project Program paragraph

2.2.3. Refer to UFGS section 01 45 00.05 20, Design and Construction Quality Controlfor commissioning requirements. Test reports must be certified by the Commissioning Authority (CA), that work is in compliance with requirements of the RFP.

Z10 1.5 PERFORMANCE VERIFICATION AND ACCEPTANCE TESTS

Verification of satisfactory construction and system performance shall be via Performance Verification Testing, Acceptance Tests, and submittal of test reports certified by the Designer of Record (DOR), that work is in compliance with requirements of the RFP. The Government reserves the right to witness all Performance Verification and Acceptance Tests, review data, and request other such additional inspections and repeat tests as necessary to ensure that the work and provided services conform to the stated requirements.

Contractor shall pay the cost of all testing.

Refer to each PTS section to identify Performance Verification and Acceptance Testing required by the work specified in that PTS section.

Z10 1.6 SUBMITTALS

Contractor's design submittals that combines design and construction submittals, must jointly comply with UFGS sections 01 33 00.05 20, Construction Submittal Proceduresand 01 33 10.05 20, Design Submittal Procedures.

Contractor's construction submittals that submitted separate from the design submittals must comply with UFGS 01 33 00.05 20, Construction Submittal Procedures.

Refer to “"Construction Quality Control" in UFGS 01 33 00.05 20, Construction Submittal Proceduresand 01 45 00.05 20, Design and Construction Quality Controlto define reviewing and approving Authority of design and construction submittals.

Utilize the same materials and equipment that are approved and provided for an initial facility design, on all follow-on facilities that use the same design with-in this contract. Once the initial facility design is approved by the Government, the Contractor must obtain Government approval to change materials and equipment when designing and constructing follow-on facilities utilizing the same design.

Z10 1.6.1 DESIGN SUBMITTALS

Design submittals shall be in accordance with Unified Facility Guide Specification (UFGS) section 01 33 10.05 20, Design Submittal Procedures, UFC 1-300-09N, Design Procedures, and other discipline-specific guidelines listed in the applicable PTS sections.

UFGS Section 01 33 10.05 20, Design Submittal Proceduresand some PTS sections requires the use of UFGS sections in the development on the

PART 4 - SECTION Z10 - Page 3

PART 4 - SECTION Z10 - Page 4 contractor originated specification. The Designer of Record (DOR) shall edit the UFGS sections for the project and submit the edited specification as a part of the design submittal. The DOR shall edit the UFGS as follows:

(1) Prepare UFGS Specifications as part of the project specification,

(2) Delete only portions of the UFGS specification that are not applicable to the project,

(3) Edit only the bracketed choices that are within the UFGS specification text,

(4) Edit blank bracketed options to include requirements that exercise prudence and adherence to acceptable industry standards,

(5) Comply with the directions, directives, and requirements of all UFGS Criteria Notes. The UFGS Criteria Notes are typically bordered on the top and bottom by a line of asterisks to highlight their location.

(6) If proprietary information is provided or required to streamline the construction submittal process, include proprietary information in the edited UFGS sections and added to the end of each UFGS section.

Confirm that the proprietary products, materials, and systems listed in the specifications are in compliance with the requirements of the

RFP.

Z10 1.6.2 CONSTRUCTION SUBMITTALS

Submit for approval to the Designer of Record (DOR), construction submittals, product data, manufacturer's information, shop drawings, and test reports on all materials and systems installed in the project, unless the DOR designates submittal for QC approval. Refer to each PTS section for further construction submittal requirements relating to the work identified in that particular PTS section. Some PTS sections reference UFGS sections that will require more construction submittals for DOR approval than is stated above. Refer to Section 01 33 00.05 20 for the list of construction submittals reserved for Government Approval and Government Surveillance.

PART FIVE – PRESCRIPTIVE SPECIFICATIONS

UFGS Section 32 18 16.13 PLAYING FIELD PROTECTIVE SURFACING

PART FIVE - PRESCRIPTIVE SPECIFICATIONS - Page 1

Repair Softball Field, Fac. 120 1301741

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 18 16.13

PLAYING FIELD PROTECTIVE SURFACING

04/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Manufacturer's Qualification

1.3.2 Manufacturer's Representative

1.3.3 Installer's Qualification

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 WARRANTY

1.6 MAINTENANCE INSTRUCTIONS

PART 2 PRODUCTS

2.1 MATERIALS

2.2 SYNTHETIC SURFACING

2.2.1 Subbase

2.2.1.1 Aggregate Subbase

2.2.2 Impact Attenuating Substrate

2.2.2.1 Loose Fill Substrate

2.2.3 Wear Surface

2.2.3.1 Synthetic Turf Wear Surface

2.2.4 Sealant

2.2.5 Hardware

2.2.6 Binder

2.2.7 Containment Curbs

2.2.8 Transition Edge

2.3 GEOTEXTILE FABRIC

2.4 CURBS

2.4.1 Concrete Curb

2.4.2 Wood

2.4.2.1 Wood Components

2.4.2.2 Wood Treatment

PART 3 EXECUTION

3.1 SITE PREPARATION

3.1.1 Finished Grade and Underground Utilities

3.1.2 Obstructions Below Ground

3.1.3 Percolation Test

3.1.4 Substitution

3.1.5 Subgrade

3.1.6 Subsurface

3.1.7 Subbase

3.2 INSTALLING SYNTHETIC SURFACING SYSTEM

3.2.1 Combination System

SECTION 32 18 16.13 Page 1

3.2.1.1 Geotextile Fabric

3.2.1.2 Modular Substrate

3.2.1.3 Synthetic Turf Wear Surface

3.3 RESTORATION AND CLEAN UP

3.3.1 Clean Up

3.3.2 Disposal of Materials

3.4 PROTECTIVE SURFACING ACCEPTANCE

3.5 RE-INSTALLATION

-- End of Section Table of Contents --

SECTION 32 18 16.13 Page 2

SECTION 32 18 16.13

PLAYING FIELD PROTECTIVE SURFACING

04/08

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.

ASTM INTERNATIONAL (ASTM)

ASTM D1557 (2009) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D2047 (2011) Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine

ASTM F1015 (2003; R 2009) Relative Abrasiveness of Synthetic Turf Playing Surfaces

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings; G Finished Grade and Underground Utilities; G

SD-03 Product Data

Synthetic Surfacing; G Geotextile Fabric; G Manufacturer's Qualification; G Wood; G

SD-04 Samples

Synthetic Surfacing

SD-06 Test Reports

Synthetic Surfacing; G

SECTION 32 18 16.13 Page 3

Sand; G Gravel; G

SD-07 Certificates

Materials; G Manufacturer's Qualification; G Manufacturer's Representative; G Installer's Qualification; G Substitution; G Protective Surfacing Acceptance; G

SD-10 Operation and Maintenance Data

Maintenance Instructions; G

1.3 QUALITY ASSURANCE

1.3.1 Manufacturer's Qualification

Submit name of the owner or user; service or preventive maintenance provider; date of the installation; point of contact and telephone number;

and address for 10 sites. Protective surfacing should have been installed in a minimum 10 sites and been in successful service for a minimum 5 year calendar period. The manufacturer shall provide a Certificate of Insurance AA rated for a minimum one million dollars covering both product and general liability.

1.3.2 Manufacturer's Representative

Submit the individual's name, company name and address, and playing field safety training certificate. The manufacturer's certified playing field safety inspector or the manufacturer's designated certified playing field safety representative shall supervise the installation and adjustment of the protective surfacing to verify the installation meets the requirements of the manufacturer.

1.3.3 Installer's Qualification

Submit the installer's company name and address, training and experience certification. The installer shall be certified by the manufacturer for training and experience installing the protective surfacing.

1.4 DELIVERY, STORAGE, AND HANDLING

Provide a delivery schedule at least 10 calendar days prior to the first day of delivery. Deliver, handle, and store protective surfacing material in accordance with the manufacturer's recommendations. The storage area shall be as designated. Store the materials in a dry, covered area until installed. Inspect protective surfacing material, upon arrival at the job site, for meeting specified quality. Unacceptable materials shall be removed from the job site.

1.5 WARRANTY

Furnish protective surfacing with a minimum 1 year calendar period warranty.

SECTION 32 18 16.13 Page 4

1.6 MAINTENANCE INSTRUCTIONS

Submit 2 bound copies of the manufacturer's operation and maintenance manual describing the recommended preventive maintenance, inspection frequency and techniques, periodic adjustments and cleaning requirements.

Furnish protective surfacing spare parts provided by the manufacturer.

PART 2 PRODUCTS

2.1 MATERIALS

Prior to the delivery of materials, submit certificates of compliance attesting that materials meet the specified requirements. Certified copies of the material certificates shall include composition and tests to which the material has been subjected. Submit manufacturer's descriptive data and catalogue cuts. Provide materials which are the standard products of a manufacturer regularly engaged in the manufacture of protective surfacing and that are similar to surfacing in satisfactory use a minimum 5 year calendar period.

2.2 SYNTHETIC SURFACING

Submit a minimum 2 by 2 inch sample. Submit impact attenuation and critical height performance for each thickness of synthetic surfacing provided. Submit delivery schedule and manufacturer's name for synthetic surfacing plus delivery, storage and handling information. Furnish a list to include part numbers of furnished protective surfacing materials and components for synthetic surfacing and manufacturer's specifications, handling and storage requirements, installation procedures, and safety data sheets to include warnings and critical height performance standards for synthetic surfacing. The synthetic surfacing consists of either impact attenuating substrate covered by a wear surface bonded to produce a unified system; a shredded rubber or aggregate substrate covered by a polyethylene plastic woven sheet wear surface; or a uniform material manufactured in such a way that the top portion meets the requirements specified for wear surface. Submit chemical composition, color granule percentage, and test results to which material has been subjected, identifying each material and component containing recycled materials and showing the estimated percentage of recovered material content.

2.2.1 Subbase

The subbase for synthetic surfacing shall be aggregate or as required by the synthetic turf manufacturer.

2.2.1.1 Aggregate Subbase

Provide aggregate material conforming to Section 32 11 24 AGGREGATE AND/OR

GRADED-CRUSHED AGGREGATE BASE COURSE.

2.2.2 Impact Attenuating Substrate

Provide a substrate compatible with the wear surface, and consisting of loose fill. Recycled materials shall conform to EPA requirements in accordance with Section 01 62 35 RECYCLED / RECOVERED MATERIALS.

2.2.2.1 Loose Fill Substrate

The loose fill substrate shall consist of 100 percent recycled shredded

SECTION 32 18 16.13 Page 5 rubber produced from recycled vehicle tires without non-steel belts.

Loose-fill strands may vary from a minimum 1/8 inch to a maximum 1/4 inch thickness; a minimum 1/8 inch to a maximum 1/2 inch width; and a minimum 1/2 inch to a maximum 2 inch length.

2.2.3 Wear Surface

Wear surfaces consist of the following: weather-resistant, ultraviolet stablesynthetic turf wear surface. The wear surface shall meet requirements of ASTM D2047 for a minimum 0.8 coefficient of friction.

2.2.3.1 Synthetic Turf Wear Surface

Synthetic turf wear surface shall consist of nylon fibers a minimum 500 denier, or heavy face weight polypropylene fiber a minimum 5,000 denier;

and tufted construction conforming to ASTM F1015. Fibers in each roll shall be from the same dye lot.

2.2.4 Sealant

Sealant for protective surface systems shall be compatible with the protective surfacing, and shall match the color of the wear surface.

2.2.5 Hardware

Hardware, anchors or fasteners shall be corrosion resistant stainless steel or galvanized steel to anchor the surfacing system securely, in accordance with manufacturer's instructions. Hardware shall provide or be recessed to provide a flat surface and shall be covered by the required depth of protective surfacing.

2.2.6 Binder

Binder for synthetic surfacing shall be nontoxic, weather-resistant, ultraviolet stable, non-hardening, and retaining impact-attenuating performance. It shall be 100 percent solids containing polyurethane, methylene diphenel isocyanate (MDI), or as recommended by the manufacturer. A maximum 2 percent of toluene diphenel isocyanate (TDI) shall be used. Weight of polyurethane shall be between a minimum 8.5 lbs/gal and a maximum 9.5 lbs/gal. Coloring pigments shall be inorganic oxides.

2.2.7 Containment Curbs

Containment curbs include the following: treated wood, concrete, recycled plastic, or recycled plastic molded as lumber. Containment curbs shall provide a smooth and hazard-free transition from the protective surfacing to the adjacent surface. Curbs shall be free of sharp vertical edges, protruding elements and trip hazards. Curbs shall be as recommended by the manufacturer. All edges should be provided with a minimum 1/2 inch radius.

2.2.8 Transition Edge

The transition edge shall be designed to maintain the protective surfacing performance, support the surfacing between changes of material, and shall be concrete in accordance with paragraph CONCRETE CURB.

SECTION 32 18 16.13 Page 6

2.3 GEOTEXTILE FABRIC

Geotextile fabric consists of the following: nonwoven polypropylene sheet;

nonwoven 100 percent polyester sheet; or nonwoven needle punched polyester sheet composed of recycled polyester resins.

2.4 CURBS

2.4.1 Concrete Curb

Concrete curbs shall conform to Section 32 16 13 CONCRETE SIDEWALKS AND

CURBS AND GUTTERS

2.4.2 Wood

2.4.2.1 Wood Components

Wood components shall be from managed forests exterior premium grade and free of knots. Identify wood components obtained from managed forests.

Wood components shall have factory-drilled holes. Components with extra holes not filled by hardware or covered by other components shall be rejected.

2.4.2.2 Wood Treatment

Wood components that are not naturally rot and insect resistant shall be treated to resist rot and insect attack by using standard treatment procedures. Provide wood treatment chemical content, toxicity level, and life-cycle durability. Any wood placed up to a maximum 6 inches above, or any portion below the top elevation of the protective surfacing, shall be treated after fabrication. Creosote, pentachlorophenol, and tributyl tin oxide are prohibited.

PART 3 EXECUTION

3.1 SITE PREPARATION

3.1.1 Finished Grade and Underground Utilities

Submit finished grade, underground utilities anddrainage system; and location of underground utilities and facilities. Verify that finished grades provide positive drainage. The location of underground utilities and facilities in the area of the operation shall be verified. Damage to underground utilities and facilities shall be repaired at the Contractor's expense.

3.1.2 Obstructions Below Ground

When obstructions below ground affect the work, shop drawings showing proposed adjustments shall be provided.

3.1.3 Percolation Test

Submit a certified report of inspection, test method used and compliance with recognized test standard shall be described. A test for percolation shall be done to determine positive drainage, to include the lowest elevation of the subgrade in the areas containing the following: sand;

gravel; wood by-products; or synthetic surfacing installed over a pervious

SECTION 32 18 16.13 Page 7 base. A positive percolation shall consist of a minimum 1 inch per 3 hour period. When a negative percolation test occurs, a shop drawing shall be provided to indicate the corrective measures.

3.1.4 Substitution

Under no circumstances are substitutions to be allowed or protective surfacing to be selected without written approval from the technical representative. Evaluate manufacturer substitutions for the critical height value with meeting the site conditions and paragraph FALL HEIGHT.

3.1.5 Subgrade

Correct subgrade irregularities to ensure the required depth of protective surfacing is provided. The subgrade elevation shall be as required by the manufacturer.

3.1.6 Subsurface

Install the subsurface in a true, even plane, and sloped to provide positive drainage as indicated.

3.1.7 Subbase

Tolerance of aggregate subbase shall be within a maximum similar to 1/4 inch in 10 feet. Compact aggregate subbase to a maximum 95 percent, ASTM D1557. The compaction shall be completed in accordance with Section 31

23 00.00 20 EXCAVATION AND FILL.

3.2 INSTALLING SYNTHETIC SURFACING SYSTEM

Surfacing edges shall fully adhere to the subsurface. Fully cover the subsurface to ensure no hard surfaces are exposed through displacement of loose fill. Material shall cover foundation and cutouts around elements penetrating the surface. Seams shall be the minimum necessary and shall be tight.

3.2.1 Combination System

The substrate shall be covered with a wear surface as specified. Cutouts around equipment shall be properly filled and sealed according to manufacturer's instructions to eliminate voids. Sealant shall be the minimum amount necessary, shall not exceed a maximum 3/8 inch width.