Atch_3_Draft_Specifications_(F35A_MMC).pdf

A-E Services for F-35A Munitions Maintenance Comple x 2123 January 31, 2018

Section 01 10 10 Page 1

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

01/18

PART 1 DESCRIPTION OF FACILITY

SUMMARY OF WORK

The Contractor shall design and construct the F-35A Munitions Maintenance Complex at Hill Air Force Base, Utah to result in a complete and usable facility based on Design Requirements and Technical Specifications contained within this solicitation.

FACILITY COMPLEX FUNCTIONAL REQUIRMENTS

This project is required to provide the design and installation of a new F- 35A Munitions Maintenance Complex. The project also includes demolition of a total of three(3) existing buildings totaling 12, 540 SF. The F-35A Munitions Maintenance Complex will be located at Hi ll Air Force Base within the Munitions and Missile Storage (MAMS) area as in dicated. The project is composed of a standalone two-bay munitions maintena nce facility, an addition to existing Building 988 with options for 1) HVAC r enovations to existing Building 988; 2) mast only lightening protection sy stem instead of a wood pole catenary system; 3) asphaltic concrete paved parking lot at the munitions maintenance facility; 4)Portland cement c oncrete paved ramp instead of the asphaltic concrete ramp at the munit ions maintenance facility;

and 5) overhead lighting at the parking lot for the munitions maintenance facility. The munitions maintenance complex is requ ired to support the bed-down of seventy-two F-35A aircraft and associated m unitions workload at Hill Air Force Base (AFB). Project includes all supporti ng utilities, site improvements and pavements including access roads a nd parking lot. Facilities must be designed as permanent construction in accor dance with DoD Unified Facilities Criteria (UFC) 1-200-01, General Buildin g Requirements, and UFC 1-200-02, High Performance and Sustainable Building Requirements. The functional requirements of the new facility and the 988 addition are listed in the table below:

Maintenance Facility Complex Functional Requirements Table Project Parameter Function/Relevance Size SF People 2-Bay Bomb Maintenance Facility

Facility Total Size Two-Bay Munitions Facility

11,307 * 10- 12 per shift

Parking Spaces (base bid)

P.O.V. Requirement (includes 2 ABA compliant spaces) spaces

G.O.V. Requirement 2 Total 40

Vestibule(s) Entry Vestibule 107n NA Corridor 622n NA Private Office 135n 1 Conference Room 182n 6 Open Office 295n 6

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Maintenance Facility Complex Functional Requirements Table Project Parameter Function/Relevance Size SF People Mechanical Room 321n NA Equipment Storage 356n 3 Break Room

575n 20 special meetings

Male Restroom 215n NA Female Restroom 80n NA Janitor 32n NA Communications Room 106n NA Flare Maintenance Bay

2293n

Bomb Maintenance Bay 4775n Compressor Room 101n NA

Building 988 Addition

Facility Total Size Precision Guided Missile (PGM) Munitions Facility

3,574 ** 10- 12 per shift

Exterior Covered Walk/Entrance at 1/2

190n NA

Mechanical/Storage 240n NA Corridor 68n NA Maintenance Bay

2,640n 10- 12 per shift

* The RFP’s Criteria Drawings provided with this pa ckage for the 2-Bay Maintenance Facility’s Total Size is 11,307 SF. Th e Contractor can develop a plan which uses up to 11,3087 SF.

** For Building 988 Addition Facility’s Total Size is 3,475 SF.

The Contractor can develop a plan which uses up to 3,574 SF.

The recommended sequence of construction is to buil d the 2-bay Maintenance Building and Building 988 Addition concurrently. N ote Building 988 operates in three military work crews shifts per day. When construction is in progress at the 988 site the operational work shift for buil ding 988 that coincides with the construction operations cannot operate. Du e to security and safety measures, at no time will maintenance work coincide with construction work.

It is the Contractor’s responsibility to coordinate the work shifts between the Government personnel and the construction crews with the Contracting Officer’s Representative (COR).

Both the building 988 addition and the new Munition s Complex building will not require an ALIS terminal or servers as stated i n the 1391.

The site work for the new facility includes grading and fill to provide proper drainage away from the building and to ensur e that the site infrastructure is installed above the water table a nd that the building facilities are above the 100-year floodplain, the i nstallation of new POV parking, the removal of abandon in place utility li nes and the installation of new utilities. It is the Contractor’s responsib ility to coordinate the demolition of all utilities including verification if any utilities are to remain in service with the COR.

It is the Government’s objective that the Facility shall have a 25-year useful design life before a renovation is required, and a 50-year building

Section 01 10 10 Page 3 replacement life. Therefore, the design and constru ction should provide an appropriate level of quality to ensure the continue d use of the facility over that time span with the application of reasona ble preventive maintenance and repairs that are industry-acceptable to a major civilian sector project owner. The structural system shall be designed to a llow for interior flexibility for future renovations. The site infras tructure shall have at least a 50-year life expectancy with industry-accep ted maintenance and repair cycles.

The project site should be developed for efficiency and to convey a sense of unity or connectivity with the adjacent buildings a nd with the Installation as a whole.

Requirements stated in this RFP are minimums. Innov ative, creative, and life cycle cost effective solutions, which meet or excee d these requirements are encouraged. Further, the Contractor is encouraged t o develop BIM Goals and Objectives which expedite the design and constructi on process.

All document drawings and electronic materials made available represents preliminary design concepts and site characteristic s. They are only for the convenience of the Contractor to assist in the prop osal process. Because these materials are only for convenience, the infor mation is given “as is” and no explanations or clarifications will be made regarding these materials.

The government does not present these materials as indicating any preferences regarding design, nor does it represent that any co ncepts or ideas show design of technical approaches that will meet the R FP requirements. In addition, the government affirmatively states that it does not warrant the accuracy of any site conditions as represented by t hese materials. By acknowledging this RFP and accepting these material s for use, the Contractor waives all claims based upon information represente d in the materials made available in this RFP.

BID INFORMATION

The Contractor shall design and construct these fac ilities in accordance with the design requirements and technical criteria established in this document.

1.3.1 Base Bid: The Base Bid includes design and construc tion of all work required for the F-35A Munitions Maintenance Comple x and all required site work, landscaping, and utility systems. The Ba se Bid includes demolition of existing site features as shown on th e site plans or required for construction of the Base Bid. The Base Bid includes the demolition of several buildings as shown on the dem olition site plan. The Base Bid includes the design of all Base Bid and Bi d Options unless otherwise noted. Refer to the Bidding Schedule for the list of Bid Options.

1.3.2 Bid Options:

1)HVAC renovations to existing Building 988 – Outli ned in Section 9.4.

2)Metal mast only lightening protection system inst ead of a wood pole catenary system – Outlined in Section 12.8.

3)Asphaltic concrete paved parking lot at the munit ions maintenance facility - Outlined in Section 5.3.2 4)Portland cement concrete paved ramp instead of th e asphaltic concrete ramp at the munitions maintenance facility – Outlin ed in Section 5.3.2

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5) Overhead lighting at the parking lot for the mun itions maintenance facility – Outlined in Section 12.7.12.3.

1.3.3 The F-35A Munitions Maintenance Complex shall be de signed to meet the requirements of DoD 60-55.9 and ARMAN 91-201 fo r explosive requirements. The new maintenance bay for Building 988 must be a minimum of 750 feet (for Class 1.1 type explosives) from th e active taxiway to the southeast to prevent building fragments from st riking aircraft using the taxiway and a minimum of 50 feet from the neare st structure to the west. The building is not required to be designed to contain any blast forces, but must meet the minimum requirements of t his RFP. The government will provide the anticipated explosive weights used for the function of the building to the design build team awarded the p roject.

PART 2 SUSTAINABLE DESIGN

SUMMARY

The Government is required by Public Law 102-486, E xecutive Order 12902, and Federal Regulations 10 CFR 435 to design and constr uct facilities in an energy-conserving manner while considering life cyc le cost over the life of the facilities. The requirements of this RFP supers ede the LEED requirements listed in the BASE FACILITY DESIGN STANDARD HILL AF B.

REQUIREMENT

The project is to be designed and constructed to co mply with UFC 1-200-02, High Performance and Sustainable Building Requireme nts. The Design Build team must include the specific sustainability requi rements in 01 33 29 Sustainability Reporting for Design-Build, includin g attachment 1 and 2, 01 91 00.15 Total Building Commissioning, and 01 33 16 Design After Award. The Design Build team must include the requirements in 01 33 29 Sustainability Reporting for Design-Build, instructing the Contrac tor to third-party validate that the Federal/UFC requirements have bee n met using Green Building Initiative (GBI) Guiding Principle Compliance (GPC) systems. LEED certification is not a requirement. The Sustainabi lity enotebook, and the requirements in 01 33 29 Sustainability Reporting f or Design-Build will be used to track and report project compliance status.

COMMISSIONING

Commission the building systems per 01 91 00.15 Tot al Building Commissioning in this RFP. The design build team will be required to prepare this specification for the project but must maintain the requirements in the RFP prepared section. Section 01 91 00.15 Total Buildin g Commissioning contains specific requirements that must be acknowledged in the Design Build team’s technical response to the RFP. The Contractor shal l confirm the requirements of Section 01 91 00.15, edit this section as necess ary, and include a completed Section 01 91 00.15 in their technical sp ecification package. The services of an independent Commissioning Firm are r equired. The Commissioning Firm must be a 1st tier subcontractor of the General or Prime Contractor and must be financially and corporately independent of all other subcontractors. The Commissioning Firm must employ a Lead Commissioning Specialist who must coordinate all aspects of the c ommissioning process.

Conform to the commissioning procedures outlined in this specification. At a minimum commission the following systems:

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Heating, Ventilating, Air Conditioning, and Refri geration Systems

(HVAC)

Building Automation System

Utility Monitoring and Control System Lighting Systems Power Distribution Systems Power Generation Systems Renewable Energy Systems Service Water Heating Systems Plumbing Systems Compressed Air and Vacuum Systems Energy and Water Utility Metering Systems and Sub -Meters Building Envelope: moisture and thermal integrity and air tightness Fenestration Control Systems

SPECIFICATIONS

As a minimum, the Contractor shall edit and submit the following UFGS as defined in Section 01 33 16 Design After Award:

01 91 00.15 Total Building Commissioning 01 33 29 Sustainability Reporting for Design-Build, including attachment 1 and 2

2.4.1 For the specification sections listed above the con tractor shall provide all Government submittals requiring Governm ent approval.

Designer of Record shall not remove submittal requi ring Government approval without approval of the Contracting Office r. For the specification section listed above the contractor s hall preform and document all Predictive Testing and Inspections Tes ts listed for systems and equipment included in this contract.

PART 3 DESIGN REQUIREMENTS

SUMMARY

The information provided in this RFP is intended to guide design and construction by establishing existing conditions an d desired character, appearance, and function of the F-35A Munitions Mai ntenance Complex. Refer to the Specifications Table of Contents for a list of documents and existing drawings that have been included for the Contractor ’s use in developing a proposal for the RFP and to use in the development of the Design Documents.

Refer to the list of Criteria Drawings that have be en included for the Contractor’s use in developing a proposal for the R FP and to use in the development of the Design Documents.

The contractor shall account for items identified i n the AF 813’s, Attachment 12, that have been completed for the munitions main tenance facility, Building 988 expansion, and demolition of Buildings 937, 938 , 2141, and 2242, and rail/ramp stop 11380.

Unanticipated discovery of archaeological deposits shall be addressed in accordance with Attachment 13.

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CRITERIA DRAWINGS

Criteria drawings included in the solicitation incl ude topographical information of the existing project site based on a survey preformed in October, 2016 and April 2017, existing site conditi ons showing selected buildings and utilities to be demolished, existing utility’s, preliminary grading and drainage plans, floor plans, building e levations, furniture layouts, and lighting protection designs. The crite ria drawings have been coordinated with and approved by the using agency. Minor modifications will be allowed in the criteria drawings consistent with meeting required space and functional requirements. Requests for changes t o the criteria drawings shall be submitted to the COR in sufficient time fo r review and comment at the initial design conference.

CONSTRUCTION DOCUMENTS

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction d ocuments to be prepared include, but are not limited to construction drawin gs, specifications, submittals, and design analysis as required in Sect ion 01 33 16 DESIGN AFTER AWARD. The project shall be designed and construct ed in accordance with the criteria contained in the RFP using industry standa rd materials and efficient practices. The building design and the materials se lected shall be high quality, durable and easily maintained. The Contrac tor shall be responsible for the professional quality, code compliance, tech nical accuracy and coordination of all designs, drawings, specificatio ns and other documents or publications upon which the design and construction are based. The design and construction of this facility shall conform to the drawings, specifications and design requirements and referenc es issued in this solicitation, including but not limited to the BASE FACILITY DESIGN STANDARDS HILL AIR FORCE BASE. The BASE FACILITY DESIGN STAND ARDS HILL AIR FORCE BASE are standards that are unique to this base and are a requirement of this RFP and should be consulted when preparing design and s pecifications so that the design is tailored to any unique conditions require d by the BASE FACILITY DESIGN STANDARDS HILL AIR FORCE BASE. In case of a conflict in design requirements, the most stringent requirements gover n. The BASE FACILITY DESIGN STANDARDS HILL AIR FORCE BASE are provided a s an attachment to this

RFP.

3.3.1 Unified Facility Guide Specifications (UFGS) are re ferenced in various sections below. The referenced specificatio ns shall be edited by the Contractor and provided as submittals at the st ages shown in Section 01 33 16 DESIGN AFTER AWARD. The referenced specifi cations are anticipated requirements - specifications shall be deleted and/ or additional UFGS specifications shall be added by the Contractor as necessary to complete the design.

3.3.2 Operations and maintenance (O&M) portions of UFGS s hall be edited by the respective Designers of Record in the design phase. O&M requirements and submittals in the UFGS shall not b e edited out.

Submittals, operating procedures, schematics, as-bu ilt drawings, manuals, software, and computer hardware required in the UFG S for system operation incorporated in the design phase are critical to op eration of the new facility on completion.

INTENT

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The intent of this RFP is to describe the requireme nts for appearance, function, and equipment, materials, and types of co nstruction in sufficient detail to enable design and engineering to be compl eted by the Contractor.

ADHERENCE TO RFP

All design and construction document drawings and s pecifications shall be prepared to comply with the RFP. The RFP describes the design work that shall not be changed, and shall be included in the constr uction documents. All remaining design work shall be performed by the Con tractor based on the design criteria as required by the RFP. No deviatio ns from the criteria will be allowed unless prior approval is obtained from t he COR. All questions or problems encountered by the Contractor in the follo wing criteria shall be promptly submitted with recommendations to the Cont racting Officer's Representative (COR) for approval.

This Section 01 10 10 - SPECIFIC TECHNICAL ENGINEER ING AND DESIGN CRITERIA

3.5.1 defines the design and performance requirements and including the references and criteria drawings. Applicable buildi ng codes and standards shall be used as the minimum criteria to develop th e construction documents for areas of work not specifically define d.

3.5.2 Section 01 33 16 DESIGN AFTER AWARD defines the for mat and submittal requirements in which the design and the constructi on documents shall be prepared by the Contractor.

GENERAL INFORMATION

Construction documents shall be sufficient to affor d a clear understanding of the construction work required. The work shall b e organized in a manner that will assure thorough coordination between the various details on the drawings, and between the drawings and the specific ations. The Contractor shall cross-check all work until all conflicts have been reconciled.

CONFLICTS IN RFP

Conflicts in RFP Criteria: Where the various elemen ts of the RFP are in conflict, the following priority shall be used to e stablish precedence, unless specifically noted otherwise:

1. Specifications

2. Criteria Drawings

ARCHITECTURAL CHARACTER

The architectural character of the building, interi or design, and siting, shall be consistent with the references in this sec tion and the BASE FACIILTY

DESIIGN STANDARD HILL AIR FORCE BASE.

CONTRACTOR’S DESIGNERS OF RECORD

The Contractor's Designers of Record shall develop construction document technical specifications for all areas of work. The design of architectural, interior, structural, mechanical, fire protection, electrical, environmental, civil, and other engineering feature s of the work shall be accomplished, reviewed, and approved by architects, engineers, and interior

Section 01 10 10 Page 8 designers registered to practice in their respectiv e professional fields in a State or possession of the United States, in Puer to Rico, or in the District of Columbia.

PART 4 ANTI-TERRORISM FORCE PROTECTION REQUIREMENTS

CODES, REFERENCES AND STANDARDS

Codes, References and Standards: The most recent ed ition of referenced publications applies unless otherwise specified.

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-010-02

UFC 4-022-01

DoD minimum Standoff Distances for Buildings (FOUO)

UFGS Unified Facilities Guide Specifications

GENERAL INFORMATION

The standalone 2 bay bomb maintenance facility with an administrative space will meet Anti-Terrorism / Force Protection require ments for a Inhabited Building(administration) with a low occupancy porti on(maintenance bay) as outlined in UFC 4-010-01 “DoD Minimum Anti-Terroris m Standards for Buildings,” and Hill AFB specific AT/FP requirement s as defined in this Request For Proposal (RFP). The addition maintenan ce bay to existing building 988(existing building 988 is exempt) will meet Anti-Terrorism/Force Protection requirements for a low occupancy portion (maintenance bay addition) as outlined in UFC 4-010-01 “DoD Minimum Anti-Terrorism Standards for Buildings,” and Hill AFB specific AT/FP require ments as defined in this Request For Proposal (RFP). The administration port ion of the standalone building will have more than 11 people and will be a “Inhabited building” per the requirements of UFC 10-010-04 and for reinf orced concrete masonry walls with a minimum standoff of 13 feet and requir ed to meet all other applicable ATFP minimum standards. Since building 988 addition does not exceed the 50% plant value rule, it will not be req uired threshold for meeting any ATFP or Sustainable requirements.

The project site is considered a secured access fac ility within a military base with a controlled perimeter. The structural de sign shall incorporate applicable requirements of UFC 4-010-01. According to UFC 4-010-01 Table B- 1 Standoff Distance for new and existing buildings the conventional construction standoff distances will be set for cat egory E (load bearing walls) and G (non-load bearing walls). Engineering controls assumed are shown on the criteria drawings

SITE LAYOUT

All site work shall be in accordance with the crite ria presented in UFC 4- 010-01 for Low Level of Protection, Inhabited Build ing(new administration portion) with a low occupancy portion (maintenance bays) within a controlled

Section 01 10 10 Page 9 perimeter. Set Back Requirements: The Contractor s hall design the facility to meet the requirements of UFC 4-010-01.

PROGRESSIVE COLLAPE

Design specifically for progressive collapse avoida nce is not required per UFC 4-023-03 since the facility will be less than t hree stories.

SUPPORTING STRUCTURAL ELEMENTS

Design supporting structural elements and their con nections using their nominal strengths and a design load equal to eight times the glazing resistance determined using ASTM E 1300 in conjunct ion with ASTM F 2248 based on explosive weight II, as specified in UFC 4-010-0 2 (FOUO). Distribute the design load to the structural elements only from th e tributary area of the glazing. It is not necessary to account for reactio ns from the supporting structural elements in the design of the remainder of the structure.

SUBMITTALS

Demonstration that the design of each different siz e and type of door system and connection to the structure meets the minimum a ntiterrorism standards contained herein shall be submitted to the governme nt for approval.

Demonstration shall be by either Design Analysis or Standard Airblast Test results.

MASS NOTIFICATION SYSTEM

See section FIRE DETECTION AND ALARM/MASS NOTIFICAT ION SYSTEM.

SECURITY

The project is Risk category 3 and 4 which requires an IDS system. The building envelope will need to meet the requirement s of 31-401 (this manual has been replaced) by the new updated 16 series man uals, and DoD 5200.01 v3.

The design will require the construction to have a 10 minutes’ security delay. Mil Handbook 1013- IA provides requirement s for security. A security hasp is required for the interior doors between the admin space and the maintenance bays. The trigger for the IDS and Secu rity Hasp for the Maintenance Bays is the requirement for unattended classified munitions.

Access Control System (ACS) and CCTV systems are no t required. Wall penetrations larger than 96 square inches will need to be protected with bars. The overhead doors in all Maintenance bays mu st be secured with physical bars/latches at each jamb. Security IDS sy stem will be Honeywell Vindicator system using keypad. Provide door contac ts on exterior doors, motion sensors. The Vindicator system must have co ntinuous testing.

Communications from the vindicator system to the ce ntral monitoring station will be through the fiber system.

PART 5 SITEWORK

Codes, References and Standards: The most recent e dition of referenced

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AASHTO

ABA

American Association of State Highway and Transportation Officials

ABA Design Requirements (Architectural Barriers Act)

AFMAN 32-1084 Standard Facilities Requirements Hand book

AFM 88-7

APWA

AW

EISA Section 438

SDDCTEA Pamphlet 55-17

UDWQ UPDES Permit

UDOT

Pavement Design for Roads, Streets, Walks, and Open Storage Areas.

American Public Works Association

American Water Company Water and Sanitary Sewer Standards for Military Service

Energy Independence and Security Act of 2007, Section 438

Surface Deploy ment and Distribution Command Transportation Engineering Agency Pamphlet 55- 17, Better Military Traffic Engineering

Utah Division of Water Quality, Utah Pollutant Discharge Elimination System Construction Permit

Utah Department of Transportation

UFC 3-201-01 Civil Engineering

UFC 3-600-01 Design: Fire Protection Engineering for Facilities

UFC 4-010-01 DoD Minimum Antiterrorism Standards f or Buildings

UFGS

UFC 3-250-1

UFC 3-260-01

UFC 3-260-02

Unified Facilities Guide Specifications

Pavement Design for Roads and Parking Areas Airfield and Heliport Planning and Design

Pavement Design for Airfields

USACE Mobile District

Culinary Water Standards and specs

US Army Corps of Engineers Mobile District Design Manual

American Water (owner) specifications and plans

GENERAL CIVIL DESIGN REQUIREMENTS

Demolition, Grubbing and Removals: The proposed Mun itions building site will require the demolition of the existing buildings 93 7, 938, 2141, and 2242, rail/ramp stop 11380, railroad tracks, concrete and asphalt parking area.

The proposed building 988 addition may require the demolition of lines and

Section 01 10 10 Page 11 fittings associated with an underground storage tan k removed by the Government in 2018 and will require demolition of e xisting asphalt parking lot as necessary to facilitate new construction. S heets to provide the existing survey information for the site, sheets to provide the anticipated demolition areas. Additional Demolitions of structu res at the facility are listed on sheet of the site drawings. The Contracto r is to protect all utilities shown to be retained or to remain, and ex isting vegetation shall be removed from site. The Contractor shall work clo sely with the HAFB staff to verify the locations of underground utilities (b oth shown and not shown) to ensure the continuous use of communications and power supplies. The Contractor is to coordinate the relocation of utili ties that interfere with the proposed site development. Where indicated, the Contractor shall abandon in place (AIP) infrastructure and ensure that the A IP utilities will not interfere with the proposed site work. The Contract or will be required to repair or replace any existing utilities that are d amaged during the process of construction and no additional compensation will be provided for repairs to the existing utilities caused by the Contractor.

No phase of demolition shall impede access for emer gency response vehicles or personnel to adjacent facilities. The HAFB Fire Department and Area Manager shall be notified prior to any road closure .

SITE DESIGN AND CONSTRUCTION

5.3.1 General Understanding and Bid Parameters: The crite ria site geometry plan presents the general geometric layout for the site and facilities. The Contractor shall perform constructi on level design for the drainage, sidewalks, landscaping, site grading, government (GOV) and privately owned vehicle (POV) parking, concrete cur bs and gutters, miscellaneous building access pavement areas, and u tilities including fire hydrants, and area lighting for the munitions building and building 988 addition.

5.3.2 Pavement and Parking Areas: The Parking area shall be conceptually designed for the base bid. The construction design detailing for the base bid parking lot is to be included in the Design (Fa cility & Site Work) base bid line item. Refer to the criteria drawing f or the location of the base bid. The parking facilities shall be designed for passenger vehicles. The Contractor shall utilize the recommen dations from the geotechnical engineer for base and sub base prepara tion, sub base thickness and materials. Where concrete pavement is required, adjacent to the dumpster enclosure and delivery area, the Contr actor shall use pavement thicknesses that will support the design v ehicles of a minimum of 6 inches per the geotechnical report. Pavements including concrete equipment pads shall be designed in accordance with applicable provisions of UFC 3-250-01. Pavements intended to support airc raft transit, parking, storage, or loadout shall be designed in accordance with applicable provisions of UFC 3-260-01 and UFC 3-260-2.

BASE BID: Paved surfaces around the munitions maint enance facility and

Building 988 expansion shall consist of an asphalti c pavement structure designed to handle live and static loads of equipme nt, vehicles, and supplies that the Government may utilize at each fa cility. The contractor shall confirm the road structure composi tion and material thicknesses based on Government utilization of the area and the Contractor prepared geotechnical report. It is anti cipated that an

Section 01 10 10 Page 12 asphaltic pavement structure would consist of the f ollowing layers:

1)6-inches of PG64-34 per UDOT specifications; 2) 1 2-inches of untreated base course; 3) 12-inches of engineered f ill; and 4) properly prepared and stabilized natural soils, properly pre pared non-engineered fill, and/or structure site grading fill extending to suitable stabilized natural soils. The asphalt pave ment areas shall be constructed in a manner that will provide a well-dr ained surface, draining away from facilities, with no shallow pond ing areas that will discolor the pavement. The parking lot for the muni tions maintenance facility shall be surfaced with compacted aggregate base.

BID OPTION: A reinforced concrete loading area will be provided behind the munitions maintenance facility in lieu of the aspha ltic pavement structure. The concrete finished surface shall be c onstructed in a manner that will provide a well-drained surface tha t drains away from facilities.

BID OPTION: An asphaltic pavement structure, design ed for panssenger vehicle and Government truck parking, shall be provided for the parking lot at the munitions maintenance facility. The asphalt pavemen t areas should be constructed in a manner that will provide a well-dr ained surface, with no shallow ponding areas that will discolor the paveme nt. T building.

5.3.2.1 Parking Space Considerations: Parking areas shall be

provided in the parking layout as generally indicat ed in the criteria site drawings. The criteria drawings provide for th e base bid parking lot for a total of 36 parking spaces (DB team shall verify parking lot size). Refer to the Functional Requirements Ta ble included in this specification for a detailed breakdown of the parking space requirements used for the concept drawings. Parkin g spaces shall be a minimum of 18.5-feet long and 9-feet wide per UFC 3-201-01 and SDDCTEA Pamphlet 55-17. Drive isles shall meet UFC requirements and be sufficient for emergency vehicle passage and tur naround. All parking spaces stalls shall be painted with reflect ive paint to identify the spaces on the pavement. Where parking spaces are adjacent to sidewalks, wheel stops should be provid ed as shown on the concept drawings. Provide ADA parking.

5.3.2.2 Dumpster Access Pavement: Concrete pavement shall be

provided at the proposed dumpster enclosure, pad de pth shall be a minimum of 6-inches thick. The pad shall have a min imum of ten (10) feet of concrete length adjacent to the abutting as phalt dumpster drive to provide for a more durable wearing surface to set and maintain the enclosure doors.

5.3.2.3 Pavement and Hardscaping Reflectivity: A potential concept was shown on the Criteria Plans. This requirement w ill be applicable for determining the ratio of impervious surfaces in both the Base Bid and the Bid Option for full parking facilities.

5.3.3 Dumpster: The Contractor shall provide a dumpster enclosure that will obscure the view for a 6-cubic-yard dumpster.

5.3.4 Facility Sign: Facility signage shall comply with the UFC 3-120- 01 Air Force Sign Standards. The Contractor is to p rovide one (1) type B3 and three (3) Type B5 signs

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STORMWATER MANAGEMENT AND DRAINAGE

The storm drainage system shall be designed accordi ng to the following agency requirements:

• Section 438 – Energy Independence Security Act (EIS A)

• USACE Mobile District Design Manual

• UDWQ Notice of Intent (NOI) for erosion control dur ing construction

5.4.1.1 In accordance with Section 438 of EISA, any site wi th a footprint that exceeds 5,000 SF must meet specified standards. This project will increase the total impervious cover in excess of 5,000 SF Therefore, the Site is assumed to be required to meet this section of the EISA requirements.

5.4.1.2 The contractor shall provide proof to the HAFB repr esentative that the UDWQ NOI application was submitted to the UDWQ prior to construction.

5.4.1.3 The contractor should anticipate that temporary imp acts of impervious structures (such as the forming of cast in place tilt up walls) have been regulated in the past requiring a temporary stormwater management designated area. The Contract or may use post demolition lands available within the temporary imp act area or partially construct the stormwater management area for the site to address these concerns if they become applicable, b ut is advised that their contract scope is to cover the possibility of such requirements becoming enforced by the permitting authorities wit h jurisdiction over the project area.

5.4.1.4 Per UFC 3-201-01, analysis of the 10-year storm eve nt shall be compared to local regulatory criteria, and the m ore stringent criteria shall be utilized. Per the USACE Mobile D istrict Design Manual, the design storm is the 10-year/24-hour sto rm event. The Contractor will be required to check the 100-year/2 4-hour storm event to ensure that no flooding or damage occurs by suff iciently elevating the building finished floor elevations to be above calculated 100-year flow depths.

5.4.1.5 The site stormwater management requirements to meet EISA Section 438 concerning water quality and water quan tity treatment design standards will require the design and constr uction of a retention system for infiltration. The base bid req uires that the entire retention system shall be designed and const ructed to accommodate the impervious areas created by the pro ject and reduce the increase in peaks flows to pre-development cond itions. Any off-site drainage flowing toward the project area must be re-routed.

Design required to not impact or change downstream existing stormwater channels or ponds.

Any borrow material from this excavation is availab le for the immediate site fill requirements pending verificati on that the excavated material is suitable for the intended use . A geotechnical report with borings in the proposed location of the retention system

Section 01 10 10 Page 14 is available as an appendix to the specifications f or the Contractor’s reference.

5.4.2 The storm drainage system shall consist of swales, curb cuts, storm drainage structures, piping, and storm water retent ion systems, as necessary.

5.4.3 The drainage design documents shall include erosion and sediment control features as necessary to minimize site eros ion and to prevent silt-laden stormwater from leaving the site. The Co ntractor shall follow all current Best Management Practices (BMP) during construction, and shall implement the use of silt fences, coir rolls, hay b ales, and other stabilization techniques as necessary.

5.4.4 The allowable pipe types shall include reinforced c oncrete pipe (RCP), class III or IV depending on the depth of co ver and trench conditions, as required for parking lots and street storm drainage systems. Pipe joints shall be water tight with gask ets.

5.4.5 Concrete Inlets/Catch Basins: All catch basins and inlets shall meet or exceed the APWA, AASHTO, or UDOT drainage s pecifications and design standards (latest edition) and shall be rate d for traffic loading.

5.4.6 Catch Basins and Grates: All catch basins and grate s shall meet or exceed the APWA, AASHTO, or UDOT drainage specifica tions and design standards (latest edition) and shall be rated for t raffic loading.

5.4.7 All new facility downspouts shall be piped to the n earest stormwater facility or allowed for surface drainage as long as positive drainage away from the building can be provided. Adequate er osion protection shall be provided at the facility downspouts to prevent s cour. If downspouts are directed to cross sidewalks, sidewalk drains or grates will be required.

GOVERNMENT FURNISHED INFORMATION

5.5.1 Site/Topographic Survey: The Criteria Drawings prov ided contain site specific topographic survey information collec ted by Stantec during Citeria Drawing phase preparation. The Contractor m ay use this information at their own risk. Any and all representation withi n shall be verified by the Contractor before construction of the facility.

5.5.2 Construction plans for this project have been devel oped to meet or exceed 35% drawing standards per the Sacramento Dis trict USACE.

GEOTECHNICAL INVEIGATION AND DESIGN

Geotechnical Report: Contractor is required to obta in the services of a geotechnical Engineer. A Geotechnical Investigation will be conducted by the Contractor’s Geotechnical Engineer to determine sit e soil characteristics.

All explorations and Geotechnical evaluations and r ecommendations are the responsibility of the Contractor. Preliminary geote chnical information provided as part of this RFP, as Attachment 3, may be utilized as supporting documentation to aid in verifying site geotechnical conditions, but shall not be relied upon for design and/or construction.

Section 01 10 10 Page 15

The DB Contractor will be responsible to verify the availability of a borrow pit and the suitability of the material to achieve the design requirements.

The Contractor and their consulting professional en gineer experienced in geotechnical engineering, shall be solely responsib le for performing all necessary investigations (i.e. test pits or borings , and laboratory and/or field testing) to determine site-specific geotechni cal conditions at all sites receiving improvements under this RFP. The Co ntractor’s geotechnical engineer shall be familiar with seismic, geologic a nd geotechnical conditions, hazards and issues in the geographic re gion where the project is located. The geotechnical engineer shall have at le ast five (5) years of experience in the region. All geotechnical engineer ing work products (Report, specifications, details, etc.) shall be reviewed an d approved by a Senior Civil or Geotechnical Engineer. Approving engineers shall affix their stamp indicating professional registration in the State o f Utah. The Contractor-provided site specific geotechnical conditions repo rt shall include, but not be limited to:

1. Description of subsurface conditions encountered in cluding classification of soil and rock in accordance with applicable ASTM standards and practices;

2. Depth to bedrock and/or weathered rock strata;

3. Extent of boulders, buried concrete, or other unsui table materials, if encountered;

4. Recommended foundation type (minimum shallow footin g dimensions shall be 15 inches regardless if structural calcula tion results indicate a narrower dimension);

5. Bearing capacity of soil and rock and applicable fo undation preparation details;

6. Settlement potential;

7. Fill/backfill and compaction requirements;

8. Groundwater characteristics;

9. Surface and subsurface drainage recommendations;

10. Soil resistivity and chemistry, including cathodic protection and cement recommendations meeting or exceeding require ments specified in this RFP Section 01 10 10;

11. Pavement sub-grade and design recommendations inclu ding pavement material specifications (edit UFGS to include State DOT specified materials where appropriate);

12. Lateral earth pressure coefficients or equivalent f luid pressure values.

SOIL TREATMENT

The Contractor shall provide for soil treatment for pest control and termite protection. The preferred termiticide for t his area is Termidor (please refer to standard pesticide list at link:

http://afpmb.org/sites/default/files/pubs/standardl ists/DOD_PESTICIDES_LIS T.pdf ).

No other chemical has been approved for use except in exceptional circumstances. If the Contractor does wish to use a nother product, the AF Entomologist must approve all termiticide applicati ons. The Contractor would have to submit a copy of their subcontract (p rior to award) and request form (w/MSDS and label) to utilize a termit icide other than that stated above to the AF Entomologist for approval.

Section 01 10 10 Page 16

LANDSCAPE ARCHITECTURAL FEATURES

The Contractor shall provide the design for a compl ete landscaping plan in the Base Bid.

5.8.1 Lawn and Landscaping Irrigation System: landscape w ill be required at the Site. All proposed landscape should be droug ht tolerant and Utah friendly. Water efficient landscape plants and grou nd cover shall be selected as there is to be no irrigation provided. Plants selected adjacent to the building shall not be greater than four (4)-inches in height.

5.8.1.1 The approved plant list for HAFB is given in the Ar chitectural

Compatibility Standards for the base.

5.8.2 No permanent irrigation system shall be provided: I nitial watering and maintenance of the installed plants shall be th e responsibility of the Contractor until final turnover of the building site work to the Facility. All plants shall be guaranteed for a peri od of (1) year after turnover. Disposition of any native plants in ques tion shall be inspected by a botanist or other qualified professional famil iar with Utah native plants and xeriscaping practices. Plants determined to be dead, shall be replaced at no additional cost to the Government. A ll fees and inspection cost shall be borne by the Contractor.

5.8.3 Seeding: All disturbed areas shall be protected fro m erosion.

Special attention shall be given to areas adjacent to paving. Additional erosion controls shall be installed as necessary to reduce erosion along paved edges. All slopes 3H:1V or steeper shall als o be stabilized with hydro-seeding and mulching, erosion control mats, o r other engineer approved technique.

EARTHWORK

5.9.1 Material Classification: All material used for fill shall be classified as select granular material, as defined in UFGS Specification Section 31 00 00 Earthwork. Fill material shall not exceed 5% fines content by weight.

5.9.2 Borrow Material: There is an on-site source of borr ow material approximately six miles south of the site that may be considered for use, see Attachment 3 for report dated 9-8-15 prepared b y Ardaman & Associates, Inc. It is the responsibility of the Contractor to test the material for structural suitability prior to acceptance. If the contractor elects to use soil or fill material from an off-base source, the Contractor shall provide to the COR a certification that the materia l has been tested both for environmental contamination and that the materi al is correctly classified for its intended structural use.

5.9.3 Disposal Areas: Refer to 01 57 20.00 10 ENVIRONMEN TAL PROTECTION for HAFB disposal requirements.

5.9.4 Open cuts on major streets should be avoided. Any o pen cuts proposed shall be coordinated with prior approval of the COR (7) days in advance of any such open cut. The plans indicate two locat ions where the underground complications from infrastructure confl icts necessitate open

Section 01 10 10 Page 17 cuts. Due to the sensitive (volatile) nature of so me materials being transported over facility roadways, DB contractor s hall coordinate with HAFB for specific design requirements and traffic c ontrol restrictions of all open cuts.

UTILITIES

5.10.1 General: Coordination of all site work on the proje ct, including utility work, is the responsibility of the Contract or.

5.10.2 Existing Utilities: Criteria Drawings and documents provided related to the location of utilities may not repres ent actual installed conditions. The Contractor shall verify actual loca tions of all placed utilities and shall coordinate with the Government regarding any future planned utility installations that affect the work. Coordination of all site work on the project, including utility work, i s the responsibility of the Contractor. It is the Contractor's responsib ility to confirm the specific locations of the existing utilities and to design and construct new utility services for the new building.

5.10.3 Device Location: Backflow prevention valves, post i ndicator valves, transformers, electric switches, telephone/cable bo xes, manholes, etc., shall be located in locations not immediately appar ent to the facility users or personnel passing by the site.

5.10.4 Marking of Utility Lines: Utility lines shall be ma rked with plastic marking tape. The tape shall be manufactured with i ntegral wires, foil backing or other means to enable detection by a met al detector when the tape is buried up to 3.00 feet deep. The tape shall be of a type specifically manufactured for marking and locating underground utilities.

The metallic core of the tape shall be encased in a protective jacket or provided with other means to protect it from corros ion. Warning tapes shall be provided and installed directly above all buried pipes or wires, at a depth of 48 -inches below finished grade. Tape color shall be as specified below and shall bear a continuous printed inscription describing the specific utility.

Tape Color:

• Red: Electric

• Orange: Telephone, Telegraph, Television, Police, a nd Fire

Communications

• Blue: Water Systems

• Green: Sewer Systems

• Yellow: Gas, Dangerous Materials

5.10.5 Metering: Additional metering requirements are incl uded in the mechanical sections of this document. Contractor sh all meter all water systems on the interior of the facility. No irrigat ion systems should be proposed. All manual watering shall be accomplished by water connections that are metered for reporting to the COR.

5.10.6 Water and Wastewater

5.10.6.1 Wastewater Connection: Wastewater connections shall be to existing infrastructure, locations provided on the Criteria

Section 01 10 10 Page 18

Documents. The Contractor shall review the connecti on locations proposed and verify that they are viable.

5.10.6.2 Existing Wastewater: There are no existing manholes and wastewater pipes near the munitions building. There are existing manholes and wastewater pipes near the proposed 988 building.

5.10.6.3 Wastewater Piping: All wastewater piping shall be P VC material (SDR 35 for gravity systems) and shall be no less than four(4) inches in diameter for building connections and no less than eight (8) inches for sewer mains (a sewer main shal l be considered any sewer pipe that extends from one manhole to ano ther).

5.10.6.4 Sanitary Sewer Manholes: New sanitary sewer manhole s will be required as indicated on the Utility Plan Sheets. M anholes shall meet AW standards and specifications.

5.10.6.5 Connections to Manholes: The Contactor shall verify that all existing connections to the manholes (a minimum of 3 manholes downstream of the proposed connections) are water t ight and functioning properly. All new connections shall be with sewer pipe boots and shall be sealed to the existing sewer wal ls. The Contractor shall ensure that all new connections are water tig ht and protected from ground water intrusion.

5.10.7 Water Supply

5.10.7.1 Existing Water: Existing water mains identified to be removed from the site shall be inspected for asbestos mater ials and determined if special removal methods are required. The Contractor shall anticipate that all waterlines existing at th is facility will have some level of asbestos material and prepare ac cordingly.

American Water is the owner operator of the water d istribution system and the Contractor is responsible for contacting Am erican Water for specifications and plans related to water related d istribution system work. American Water’s specifications and plans sha ll take precedence on water distribution related items and the design shall conform to American Water’s specifications and plans. Contract or must coordinate with American Water for connections and inspections of work. The contractor is responsible for all fees from America n Water for provided services.

5.10.7.2 Water Supply Mains, Service Lines, and Appurtenance s: All water mains shall be PVC (C900/905 150 psi) or duct ile iron. All ¾ inch to 2 inch water pipes and smaller shall be 100 psi type K copper or HDPE piping. Additionally, water pipes from 1.5 inches to 2 inches may also be PVC SDR 21.

5.10.7.3 Meters: Meters are defined in the plumbing section of this reports.

5.10.7.4 Valves: All valves shall be Cast Iron valves adheri ng to UFC 3-230-10A. Valves for fire service application sha ll be OS&Y type listed for fire service.

Section 01 10 10 Page 19

5.10.7.5 Post Indicator Valves: PIVs are not desired. Valve s on the fire protection sprinkler system shall be listed OS &Y type, lockable with a chain and lock as required by the local fire marshal.

5.10.7.6 Brass Components: Ensure all brass components meet the current lead free content definition as Required by the Safe Drinking Water Act as of 01 Jan 11: (1) not containing more than 0.2% lead when used with respect to solder and flux (current law); and (2) not more than a weighted average of 0.25% lead when use d with respect to…