Am3.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0003 Jun 2, 2010

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

W912PL-10-R-0026

Apr 27, 2010

W912PL-10-R-0026 Design and Construct Unmanned Aerial System (UAS) Facilities, Ft. Huahuca, AZ

AMENDMENT 0003 ISSUED TO INCORPORATE THE FOLLOWING DOCUMENTS:

This amendment contains two drawing changes and an updated 01 10 10 document

PROPOSAL DUE DATE HAS BEEN EXTENDED FROM 4 JUNE TO 7 JUNE 2010 AT 2:00P.M. PST.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL-10-R-0026

X

27 April 2010 1 OF 2

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd P. O. Box 532711, Los Angeles, CA 90053-2325

See Item 7

Sandra Oquita 213.452.3249

Design and Construct Unmanned Aerial System (UAS) Facilities to include an Aircraft Maintenance Training Hangar, space for Flight Operations functions, an Aircraft Fuel Truck Loading Facility, and Aircraft Apron to support the Extended Range Multi-Purpose (ER/MP) Unmanned Aerial System (UAS) training. This project will include the installation of intrusion detection systems (IDS), connection to the base-wide energy monitoring and control system (EMCS) and building information systems. Supporting facilities include all utilities services, site lighting, fire protection and alarm systems, lightning protection, storm drainage, parking, information systems, and site improvements. Access for persons with disabilities will be provided in public areas. Sustainable Design and Development (SDD) and Energy Policy Act of 2005 (EPAct05) features will be provided.

This project will comply with all applicable standards and codes, including the DOD Anti-Terrorism/Force Protection requirements per UFC 4-010-01. It is required that this project be LEED Silver Certifiable under the USGBC LEED-NC Rating System, with optional bid items to obtain LEED Silver or Gold Certification. Comprehensive interior design services are required.

Air conditioning, estimated at 25 Tons, will be provided for the administrative portions of this facility.

NOTICE OF PRICE EVALUATION PREFERENCE FOR HUBZONE SMALL BUSINESS CONCERN PER FAR CLAUSE 52.219-4 This procurement is being solicited as Low Price Technically Acceptable. Subcontracting Goals are as follows: 70.0% Small Business, 6.2% Small Disadvantaged Business, 7.0% Women-Owned Small Business, 9.8% HubZone Small Business, 3.0% Veteran-Owned Small Business, and 2.0% Service-Disabled Veteran-Owned Small Business.

10 *See 00800

X X *Section 00800

X 10

3 2 PM

7 JUNE 2010

X

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

Project No. 62363: DESIGN/BUILD FY-10 UNMANNED AERIAL SYSTEM FACILITIES

FORT HUACHUCA, ARIZONA

MB09YF85

01 10 10 - 1

SECTION 01 10 10

DESIGN REQUIREMENTS

TABLE OF CONTENTS

1. DESCRIPTION OF FACILITY

2. DESIGN REQUIREMENTS

3. GENERAL REQUIREMENTS AND DEFINITIONS

4. PERMIT REQUIREMENTS

5. ANTI-TERRORISM FORCE PROTECTION REQUIREMENTS

6. SITEWORK

7. LANDSCAPE AND IRRIGATION

8. WATER & WASTEWATER (ENVIRONMENTAL)

9. ARCHITECTURAL

10. STRUCTURAL AND COMPREHENSIVE INTERIOR DESIGN

11. STRUCTURAL DESIGN

12. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

13. PLUMBING

14. FIRE PROTECTION

15. MECHANICAL SPECIAL EQUIPMENT

16. ELECTRICAL REQUIREMENTS

17. COMMUNICATIONS SYSTEMS

18. CORROSION CONTROL AND CATHODIC PROTECTION

19. ENVIRONMENTAL PROTECTION……

20. LEED REQUIREMENTS

21. GEOTECHNICAL

Amendment 3

01 10 10 - 2

SECTION 01 10 10

DESIGN REQUIREMENTS

1. DESCRIPTION OF FACILITY

1.1 The Contractor shall design and construct the FY-10 Unmanned Aerial System Facilities at Fort Huachuca, Arizona to result in a complete and usable facility based on the Design Requirements contained within this solicitation. The gross area of the facility cannot exceed 30,000 square feet as per the DD 1391.

1.2 This project is required to provide an adequate facility to support the FY-10 Unmanned Aerial System Facilities, Fort Huachuca, Arizona. The facility designed will be visually compatible with surrounding facilities. The facility will consist of a single-story building with functional(operations), administrative, common, and utility/support areas.

Functional areas house the facility’s operations as defined by its mission and include an open area Service Bay with adjoining Technical Supply Storage Room, a Tool Room/GSE cage, a Production Control Room, and a Quality Control Room.

Administrative spaces include the Flight Operations Area, the Maintenance/ Training room and (2) Class/Briefing Rooms.

Utility/support spaces include a Communications room, an Electrical Room,

(2) Mechanical Rooms, and a Fire Suppression Equipment Room.

Common areas shall consist of (2) Break Areas, a Janitor closet, Restrooms for trainees, and Restrooms for training staff for both male and female personnel with showers. The facility shall have a primary point of entry.

Exits for emergency egress only shall be provided per NFPA Life Safety Code 101, latest edition.

The facility shall have a pergola located over the main entry consisting of painted, tubular steel members, designed and constructed in a manner which will enhance the facilities overall architectural aesthetic theme. Corridors equal to or exceeding fifty feet in length shall have an emergency egress door to the exterior of the facility unless noted otherwise per the International Building Code (IBC), Version 2006. The Contractor shall also construct the sidewalks and utilities, including fire hydrants, to serve the FY-10 Unmanned Aerial System Facilities, Fort Huachuca, Arizona in accordance with Specification Section 01 10 10, DESIGN REQUIREMENTS, as provided herein.

2. DESIGN REQUIREMENTS

2.1 Information provided is intended to guide the design by establishing existing conditions, and desired character, appearance and function of the new construction for the FY-10 Unmanned Aerial System Facilities, Fort Huachuca, Arizona. Criteria drawings in the solicitation include, but are not limited to, a site survey, conceptual site plan, and conceptual floor plans. Modifications may be allowed to the site plan and floor plans provided the modification is consistent with meeting Fire Codes, required space and functional criteria.

2.2 The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in SECTION 01 10 12 DESIGN AFTER AWARD. The project shall be designed and constructed in accordance with the

01 10 10 - 3 criteria contained herein and by using industry standard materials and utilizing efficient practices. The building design as well as the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy and coordination of all designs, drawings, specifications 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 issued in this solicitation. In case of a conflict in design requirements, the most stringent requirements govern.

2.3 The intent of this specification section is to describe the requirements for appearance, function, equipment, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor. In this specification section, each discipline describes design intent and outlines the parameters to which the Contractor shall design.

2.4 All design and construction document drawings and specifications 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 construction documents.

All remaining design work shall be performed by the Contractor based on the design criteria as required by the RFP. No deviations from the criteria will be allowed unless prior approval is obtained from the Contracting Officer's Representative. All questions or problems encountered by the Contractor in the following criteria shall be promptly submitted with recommendations to the Contracting Officer's Representative for approval.

2.5 Construction documents shall be sufficient to afford a clear understanding of the construction work required. The work shall be organized in a manner that will assure thorough coordination between the various details on the drawings, and between the drawings and the specifications.

The Contractor shall cross-check all work until all conflicts have been reconciled. The US Army Corps of Engineers, Los Angeles District Design Manual, current edition, shall be used as the basis for format and preparation of construction documents.

2.6 The architectural character of the building, interior design, the siting and landscaping arrangement shall be consistent with the Fort Huachuca, Installation Development Guide. Exterior appearance of the facility will meet the guidelines of the Fort Huachuca, Installation Development guide, unless noted otherwise. The architectural design of the buildings shall be of an aesthetic nature and quality befitting a modern facility.

2.7 The design of landscape architecture, architecture, interior, structural, mechanical, fire protection, electrical, environmental, civil, and other engineering features of the work shall be accomplished, reviewed, and approved by engineers, architects, and interior designers registered to practice in their respective professional fields in a State or possession of the United States, in Puerto Rico, or in the District of Columbia.

3. GENERAL REQUIREMENTS AND DEFINITIONS

3.1 Proposed Construction Description

The proposed construction of the FY-10 Unmanned Aerial System Facilities, Fort Huachuca, Arizona shall be consistent with the Fort Huachuca, base Design Guide for materials, colors and finishes and shall be submitted for

01 10 10 - 4 review by the architectural selection board. Contractor shall ensure that all facility equipment provided for the proposed construction be consistent with installation requirements.

3.2 General Construction Requirements

3.2.1 Comprehensive Interior Design (CID) package shall be furnished by the Contractor in accordance with the requirements contained herein Section 10 Structural and Comprehensive Interior Design.

3.2.2 Government Furnished Contractor Installed Equipment (GFCI) shall be clearly identified in the Contract Documents submitted by the Contractor.

3.2.3 Contractor Furnished Contractor Installed Equipment (CFCI) shall be clearly identified in the Contract Documents submitted by the Contractor.

3.2.4 Staging Area. The Contractor Staging Area has been identified on the site plan (Re: Sheet C001).

3.2.5 Project Site Access. The construction haul route has been identified on the site plan (Re: Sheet C001).

3.2.6 Borrow and Spoil Areas. No borrow or spoil areas are available to the Contractor within the confines of Fort Huachuca. All fill material will be brought in from offsite and all materials to be disposed will be removed entirely from Fort Huachuca, and disposed of in a legal and regulated manner.

3.3 Definitions of Terms

The following frequently used terms are defined hereinafter to establish a common understanding when the term is used in this solicitation.

3.3.1 Net Area (occupied area): The gross square feet less building infrastructure and support members such as exterior walls, electrical and communications spaces, mechanical spaces, fixed corridors, restrooms, stairwells, janitor closets, vestibules, etc. Covered walks, enclosed walkways, terraces, balconies and patios shall not be counted as net area.

Net area is the physical space, which is available for use by the occupant to support the occupant's mission.

3.3.2 Gross Area: All floor area measured from the outer surface of the exterior wall to the outer surface of the exterior wall. Covered (but not enclosed) loading docks, walks, terraces, porte-cocheres, balconies and patios shall be counted as half square footage. Uncovered walks, terraces, balconies and patios shall not be counted as part of the gross area.

4. PERMIT REQUIREMENTS

4.1 Permits: The Contractor shall thoroughly investigate the requirements for permitting of air quality, potable water, wastewater, stormwater discharge, NPDES, dredge and fill, local construction for disruptions of vehicular traffic and base utility systems, and other permits during design. The Contractor shall determine permit requirements as part of the design process and shall submit permit draft applications as part of the submittal process. The Contractor shall list all permits that are to be obtained by the Contractor in Specification Section 01 57

20.00 10, Environmental Protection. The permits shall be listed by title, permit

01 10 10 - 5 number, permitting agency, effective date and expiration date. The Contractor shall be responsible for submitting all applications and paying for all associated fees for environmental permits for the project. All permits shall be delivered through the Contracting Officer's Representative to the Department of public works Group who will forward them to the appropriate government organizations. All environmental permit applications and construction completion certificates shall be prepared by an engineer registered in the state of Arizona. All environmental permit applications and accompanying drawings and calculations shall be furnished using English units. The approved permit application must be provided to the Contacting Officer’s Representative prior to starting construction on any of these activities. The Contractor shall submit the construction completion certificate on all permit applications received by the Contractor from local, state and federal agencies within 30 days of completion of the permitted activity. The construction completion certificates shall be provided to the Contracting Officer's Representative.

5. ANTI-TERRORISM FORCE PROTECTION REQUIREMENTS

5.1 Codes and References:

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 8 October 2003 including changes 1, 22 Jan. 2007

UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings;

(For Official Use Only (FOUO)), January 2007 or the latest edition

UFC 4-021-01 Design and O&M: Mass Notification Systems, October 2005

(Draft)

UFC 4-023-03 Design of Buildings to Resist Progressive Collapse, 25

January 2005

5.2 The structural design shall incorporate applicable requirements of UFC 4-010-01. The structure shall be classified as a Primary Gathering Building.

5.3 Site Layout. The Contractor shall incorporate the following Force Protection criteria into the site layout for the new facility:

- Eliminate potential hiding places near the facility.

- Provide an unobstructed view around the facility.

- Eliminate lines of approach perpendicular to the building.

- Minimize vehicle access points.

- Locate parking at least 82 feet away from the building.

- Locate public parking areas within view of occupied rooms or facilities.

- Illuminate building exteriors or sites where exposed assets are located.

5.4 Windows and Glazed Doors. All glazing, window and glazed door frames shall meet the requirements of UFC 4-010-01 and the following:

5.4.1 Supporting Structural Elements. Design supporting structural elements and their connections based on their ultimate capacities. Deformations shall be limited to l/60. The flexural design of the supporting structural

01 10 10 - 6 elements shall be based on 1 psi over the entire tributary area of the supporting structural element. The shear design and the connection of the supporting structural element to the structure shall be based on the connection load of UFC 4-010-01, Paragraph B-3.1.2.3.

5.4.2 Demonstration that the design of each different size and type of window or glazed door system and their connection to the structure meets the minimum antiterrorism standards contained herein shall be submitted to the government for approval. Demonstration shall be by either Design Analysis or Standard Airblast Test results, as described below:

5.4.2.1 Design analysis prepared and signed by a registered professional engineer. The design analysis shall include calculations verifying the structural performance of each window or glazed door system proposed for use, under the given loads. The window components and anchorage devices to the structure, as determined by the design analysis, shall be reflected in the shop drawings.

5.4.2.2 Standard Airblast Test results. In lieu of a design analysis, Standard Airblast Test results may be submitted to demonstrate conformance with the minimum antiterrorism standards. Standard Airblast Test shall be conducted by arena test or shocktube method in accordance with ASTM F 1642, “Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings (2004)” by an independent testing agency regularly engaged in blast testing. Results shall be included in a test report providing information in accordance with ASTM F 1642, as prepared by the agency performing the test.

The test results shall demonstrate the ability of each window or glazing system proposed for use to withstand the airblast loading parameters and achieves the hazard level rating specified. For proposed systems that are of the same type as the tested system but of different size, the test results may be accepted provided the proposed window size is within the range from 25% smaller to 10% larger in area, than the tested window. The test shall be performed on the entire proposed window system, which shall include, but not be limited to, the glazing, framing system, operating devices, and all anchorage devices. Anchorage of the window frame or sub-frame shall replicate the method of installation to be used for the project. The minimum airblast loading parameters for the test shall be as follows: Peak positive pressure of 5.8 psi and positive phase impulse of 41.1 psi-msec. The hazard rating for the proposed window systems, as determined by the rating criteria of ASTM F 1642, shall not exceed the “Very Low Hazard” rating (i.e. The “No Break”, “No Hazard”, “Minimal Hazard” and “Very Low Hazard” rating are acceptable. The “Low Hazard” and “High Hazard” ratings are unacceptable.)

Results of systems previously tested by test protocols other than ASTM F 1642 may be accepted provided the required loading, hazard level rating, and size limitations stated herein are met.

5.5 Mass Notification System. See Communication Systems.

6. SITEWORK

6.1 Civil Design Criteria

The engineering design requirements and criteria for the Site work section herein, shall be in accordance with the requirements specified within this section and the criteria documents listed. All criteria documents shall be

01 10 10 - 7 the current edition, where there is a conflict in criteria, the most stringent shall apply.

6.1.1 UFC 3-260-01, AIRFIELD AND HELIPORT PLANNING AND DESIGN, 17 Nov 2008 or current edition;

6.1.2 UFC 3-260-02, PAVEMENT DESIGN FOR AIRFIELDS, 30 June 2001 or current edition;

6.1.3 UFC 3-210-06A, DESIGN: SITE PLANNING AND DESIGN, 16 January 2004;

6.1.4 UFC 3-250-01FA, DESIGN: PAVEMENT DESIGN FOR ROADS, STREETS, WALKS AND

OPEN STORAGE AREAS, 16 January 2004;

6.1.5 UFC 3-210-02 DESIGN: POV SITE CIRCULATION AND PARKING, 16 January 2004;

6.1.6 UFC 3-230-17FA DESIGN: DRAINAGE IN AREAS OTHER THAN AIRFIELDS, 16

January 2004;

6.1.7 UFC 3-250-03, STANDARD PRACTICES MANUAL FOR FLEXIBLE PAVEMENTS, 15 May 2001;

6.1.8 UFC 3-250-04FA, DESIGN STANDARD PRACTICE FOR CONCRETE PAVEMENTS, 16

January 2004;

6.1.9 UFC 4-010-01, DoD ANTITERRORISM STANDARDS FOR BUILDINGS, Change 1, 22 January 2007 http://www.hnd.usace.army.mil/techinfo/engpubs.htm

6.1.10 UFC 3-535-01, VISUAL AIR NAVIGATION FACILITIES, 17 November 2005 or current edition:

6.1.11 Mobile District Design Manual, Site/Civil Sections and all referenced civil military criteria, current edition, http://www.sam.usace.army.mil/en/guides/DesMan/desman.htm

6.1.12 Arizona Pollutant Discharge Elimination System (AZPDES) for Construction Activities (http:/azdeq.gov/environ/water/permits/azpdes.html).

6.1.13 A Policy on Geometric Design of Highways and Streets, AASHTO, 2004, or current edition;

6.1.14 NFPA 1141, Chapter 4 & 5, current edition.

6.1.15 EM 385-1-1 USACE Safety and Health Requirements Manual (Contract Safety)

6.1.16 EM 385-1-1, Safety and Health Requirements Manual.

6.2 General Civil Design Requirements

The site work design required for this project shall include, but may not necessarily be limited to the items listed within this section. Additional design requirements parameters are presented in paragraphs 6.2, 6.3, 6.4, and 6.5.

http://www.sam.usace.army.mil/en/guides/DesMan/desman.htm�

01 10 10 - 8

6.2.1 Demolition, Grubbing, and Removal. The Contractor shall provide layout surveying as necessary to locate the new work items prior to initiating demolition work. Erosion and sediment control BMP’s shall be in place and approved by the Contracting Officer’s Representative prior to initiating demolition work. The topographic survey drawing provided in the RFP presents existing topographic conditions and locations of existing structures and utilities. The Contractor may utilize the utilities during construction operations as approved and may incorporate the utilities as part of the final project. Existing utilities that interfere with this project shall be relocated or removed upon coordination with the COR, DPW, and Airfield Management. All other demolition debris shall be removed from the limits of Fort Huachuca and disposed of in a manner as required by law and Army regulations. The Contractor shall be responsible for all disposal permits and regulations requirements.

6.2.1.1 The Contractor shall clear and grub the entire area, as shown on the Site drawings.

6.2.2 New FY-10 Unmanned Aerial System Facilities Site work. The concept site plan presents the general layout scheme for the new site work. The Contractor shall design the building site grading, design horizontal and vertical control, rigid pavement, asphalt personnel vehicle (POV) parking, drainage, sidewalks, lights, water, irrigation system, heavy-duty concrete pavement for the aircraft parking spaces, taxiway and hardstand, concrete parking for Refueler truck parking area and the maintenance and forklift work areas, miscellaneous building access pavement areas, and site vegetation.

6.2.3 The Contractor shall demolish existing Site features, as generally shown on the Site drawings. Pavements to be demolished shall be saw cut to a clean even edge. The Contractor shall place a silt fence along the perimeter of the demolition area.

6.2.4 Airfield Transmitter Site Arc. The Contractor shall place the new Unmanned Aerial System Facilities, the new POV parking areas, the new Refueler Parking Area, and the new Maintenance and Forklift Works Area, outside the 300-foot radius airfield transmitter site arc, as generally shown on the Site drawings.

6.3 Civil Design Requirements

6.3.1 Project Location. The new FY-10 Unmanned Aerial System Facilities shall be located, as generally shown on the Site drawings. The new facility and parking areas shall stay out of the 300-foot airfield transmitter arc radius area. The taxiway, hardstand areas, and main bay hangar floors shall be airfield pavements and shall comply with the UFC’s and UFGS’s military standards for airfield pavements. The access drives and POV parking areas shall also comply with the UFC’s and UFGS’s standards for vehicular traffic.

The Contractor shall ensure that the new construction meets all of the State of Arizona and Federal codes and regulations.

6.3.1.1 Constraints. The Contractor is advised that the concept site layout and requirements shown on the criteria drawings shall be observed. Any proposed changes shall not violate the 300-foot airfield transmitter arc radius and the setbacks from the UFC 3-260-01, Airfield and Heliport Planning and Design, as generally shown on the Site drawings. Any proposed changes from the concept site layout shall be submitted for review and approval in

01 10 10 - 9 accordance with the requirements set forth in Section 01 10 12 DESIGN AFTER

AWARD.

6.3.1.2 Force Protection. Set-back requirements used as the basis for the RFP site plans were determined in accordance with the Department of Defense Unified Facilities Criteria UFC 4-010-01 entitled "Minimum Antiterrorism Standards for Buildings" dated Change 1, 22 January 2007. Setback distances of buildings from roads, parking, and trash containers shall not be less than 82-feet. The Contractor shall incorporate Force Protection criteria based on a "Primary Gathering" classification.

6.3.1.3 Contractor Staging and Haul Routes. The Contractor Staging Areas and Haul Routes shall be as shown on the plans provided in the RFP. Construction sites shall be kept neat and free of trash. Construction sites shall be surrounded by a screened 6-foot high FE-6 chain link fence or an approved equal. It shall separate construction traffic from daily personnel traffic.

The construction fence shall not be required to shield the view of construction.

6.3.2.1 Contractors Use of Site. The Contractor shall coordinate with Contracting Officer’s Representative for lay-down area, offices, and parking and storage facilities. Any damage to existing improvements adjacent to or on the project site due to construction activity under this contract shall be replaced/repaired at the Contractor's expense. All Contractor POV parking areas shall be coordinated and approved in advance by the Contracting Officer's Representative.

6.3.2.2 Borrow Areas. All borrow material must come from off-base.

6.3.3 Survey. All topographic survey required to design and construction of the facilities under this contract shall be the responsibility of the Contractor. The Contractor shall field verify actual locations of all existing utilities and shall coordinate with the Government regarding any utility installations that affect the work under this contract. The Contractor shall survey and stake-out the project boundaries prior to start of work. All survey shall be submitted (as an Existing Site Plan) for review in accordance with the requirements set forth in Section 01 33 16.00 DESIGN

AFTER AWARD.

6.4 New Site Design and Construction

6.4.1 The concept site geometry plan presents the general geometric layout for the site work. The Contractor shall design the drainage, sidewalks, landscaping, site grading, personal vehicle (POV) parking, Military Vehicles (Refueler trucks and forklifts) parking, Emergency Vehicle Access pavement areas and utilities (including fire hydrants, irrigation and area lighting) for the FY-10 Unmanned Aerial System Facilities.

6.4.2 Parking Areas and Access Drives. All asphalt and concrete pavements structures shall be based on UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas. The design software is located at www.pcase.com. Both asphalt and concrete pavement structures shall be placed over a graded crushed aggregate base course. The graded crushed aggregate base course shall be a minimum of 8-inches thick. The concrete pavement layout shall be based on UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas. Parking areas shall be provided in the parking layout as generally indicated in the drawings. All uncontrolled http://www.pcase.com/�

01 10 10 - 10 parking shall be a minimum of 82-feet from the walls of the new facility, as prescribed in the UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (UFC 4-010-01). A total of 54 personal vehicle parking spaces shall be provided, which includes parking for cars, trucks, 2 motorcycle parking spaces, and two handicapped parking spaces. These parking areas shall be designed for standard duty pavement design, as shown on the Site drawings. The Contractor shall provide two heavy-duty pavement access drives to provide Emergency Vehicle access to Facility, as generally shown on the Site drawings. See the Bid Schedule for the Base Bid and Bid Options.

6.4.2.1 All POV parking spaces shall be provided in the parking layout as generally indicated in the drawings. All signs and markings shall conform to the Manual on Uniform Traffic Control Devices for Streets and Highways. New connections to existing asphalt or concrete pavements shall be accomplished by saw cutting the adjacent existing pavement. The Contractor shall provide traffic control signs and pavement markings. All signage shall follow Fort Huachuca sign standards for finishes and materials.

6.4.2.2 The two Emergency Access Drives shall be asphalt pavement over graded crush aggregate base course and designed for additional heavy traffic loads.

Vehicles shall include but not be limited to: passenger cars, emergency vehicles, garbage trucks, fire crash rescue vehicles, 18-wheel flatbed trucks (WB-20), military vehicles (Refueler trucks, M1083A1 Series 5 Ton, 6x6 Medium Tactical Vehicles (MTV)), and forklifts), delivery service, and utility vehicles. The P-15 (gross vehicle weight is 130,000 pounds) and P-26 (gross vehicle weight is 70,000 pounds) fire crash rescue vehicles should be considered during design of the access drives, parking areas, and pavement designs. This pavement design shall be designed for heavy-duty pavements with a Design Index of 8. The Access Drives shall be 25-feet wide at a minimum, as generally shown on the Site Layout Plan drawings. All asphalt pavement life shall be twenty years.

6.4.2.3 The Contractor shall provide a heavy-duty concrete for the taxiway and hardstand area, Refueler Truck Parking Area, and Maintenance and Forklift Work Area, as generally shown on the Site drawings. The Contractor shall consider the types of vehicles traversing and parking on these facilities, and shall incorporate their requirements in the site design. Vehicles shall include but not be limited to: passenger cars, 4K and 10K forklifts, emergency vehicles, garbage trucks, fire crash rescue vehicles, military vehicles (Refueler trucks, M1083A1 Series 5 Ton, 6x6 Medium Tactical Vehicles (MTV)), and forklifts, delivery service, and utility vehicles. The Contractor shall count on at least 10 passes of the Refueler Trucks throughout all concrete areas on a daily basis. The Contractor shall also count on 10 daily passes a piece by the 10K Atlas and 4k Nissan forklifts throughout all concrete areas. The Contractor shall also count on 60 daily passes by the Unmanned Aerial System vehicle. This heavy-duty concrete pavement designs shall be for heavy-duty use with a Design Index of 8. A concrete joint layout plan shall be required for all concrete pavements.

Joint spacing, joint types, and joint grading shall be shown. All concrete pavement, standard-duty pavement, graded crush aggregate surface course access road, and heavy-duty pavement life shall be twenty years. Concrete pavement shall not be reinforced, except for odd shaped slabs. The number of joints shall be kept to a minimum by using the greatest joint spacing, which will effectively control cracking. The maximum length to width ratio of the slabs shall be 125 percent. At the interface between the existing taxiway pavement and new taxiway and hardstand pavement, the joint shall be sealed with a field molded hot poured sealant. Joint sealant type shall be

01 10 10 - 11 preformed compression seal for the remaining concrete areas. The concrete pavement thickness for taxiway and hardstand area shall be based on UFC 3- 250-01FA for the vehicular traffic indicated. For airfield pavement layouts and all remaining airfield pavement design items and issues shall conform to UFC 3-260-01 and UFC 3-260-02.

6.4.2.3.1 See the Appendices for information on the 4K and 10K Forklifts to be used throughout the concrete areas of the new facility.

6.4.2.3.2 The Refueler Truck gross weight is 70,000 pounds. The size of the truck is 8-foot wide and 45-feet in length. The height of the truck is 12-feet high.

6.4.2.3.3 The Contractor shall provide two concrete aircraft parking spaces, as generally shown on the Site drawings (Sheet C-301). The Contractor shall provide tie downs and grounding points for each aircraft parking space, as per requirements of UFC 3-260-01.

6.4.2.4 Parking areas shall be paint striped, have lighting and be adequately drained. All parking spaces shall have precast concrete bumper, unless the parking space is placed in front of a turndown sidewalk. In the POV Parking Areas, provide parking spaces, sidewalks and ramps for handicapped individuals in accordance with the Uniform Federal Accessibility Standards (UFAS) FED-STD-795, as generally shown on the Site drawings. The parking spaces shall have no angle. Parking stalls in the unsecured POV spaces shall be 9-feet wide and 20-feet long. Marking stripes shall be 4 inches wide.

Parking stripes shall be white. See the Electrical paragraphs for lighting requirements.

6.4.2.5 Parking lot drainage shall be designed to provide adequate sheet flow drainage to storm water retention features such as basins, microcatchments, or landscaped swales. The slopes of the surface shall be held to the minimum required for drainage and to prevent ponding, but shall not be less than 0.5%. For safety, the maximum slope for parking is 5% along the isles through the parking area and 1-1/2% for the transverse slope. The Contractor shall construct the new pipe collection drainage system such that parking areas and paved areas adjacent to the new facility drain adequately with storm water flowing away from the new facility. The Contractor shall develop a storm drain/grading plan that will incorporate/include the off-site storm water runoff. Side slopes shall not be less than 4 Horizontal to 1 Vertical.

6.4.2.6 The Contractor shall provide a 25-foot wide graded crush aggregate surface course access drive, as generally shown on the Site Layout Plan (sheet C-301). Vehicles shall include but not be limited to: passenger cars, emergency vehicles, garbage trucks, delivery service, and utility vehicles.

6.4.3 New Concrete Sidewalks, Ramps, and Landings. Sidewalks, ramps, landings, and curb cuts shall be sized in accordance with criteria outlined in the Americans with Disabilities Act Accessibility Guidelines (ADAAG) and the Uniform Federal Accessibility Standards (UFAS) and shall be provided as indicated on the concept floor plan. Sidewalk widths shall be as necessary to meet pedestrian traffic flow from the parking areas. All building egresses shall have concrete sidewalks connected to them. Sidewalks shall be widened as necessary to meet building entrance and exit ways. Sidewalks shall be constructed of concrete with a minimum compressive strength of 3500 psi and a minimum thickness of 4 inches. Joints shall be provided in the

01 10 10 - 12 concrete sidewalk to eliminate random cracking. Transverse contraction joints shall be spaced at a distance equal to the sidewalk width or 5 feet on centers, whichever is less, and shall be continuous across the slab.

Longitudinal contraction joints shall be constructed along the centerline of all sidewalks 10 feet or more in width. Expansion joints shall be placed at 25 feet on center and at the intersection of walks and curbs. Cross slope on sidewalks shall be 2 percent. Sidewalks may be used at locations around the new facility other than those shown on the drawings provided by the Mobile District Corps of Engineers. The new concrete sidewalks shall not cross drainage swales, unless the Contractor has ensured that the storm water shall flow underneath the concrete sidewalk by a new storm drain pipe and new concrete sloped paved headwalls. The Contractor may consider low impact development principles for the concrete sidewalk areas.

6.4.4 Dumpster: The Contractor shall provide a concrete slab to accommodate one (1) 8 cubic yard trash dumpster. The dumpster area shall be at least 82-feet from the new or existing buildings. An enclosure shall screen the dumpsters from view on three sides with no doors. The enclosure shall be constructed using a style, components, and details from the Site drawings.

The area in front of the dumpsters where the garbage truck will be turning its wheels shall be paved with concrete pavement over graded crushed aggregate base course. The Contractor shall provide pedestrian access to the trash dumpster from the new building. The Design Index shall be 8.

6.4.5 The motorcycle parking spaces shall be 5-foot wide by 20 feet in length. The parking spaces shall be rigid pavement over graded crush aggregate base course.

6.4.6 The Contractor shall provide enough bike racks for 15% of the building occupants. The Contractor shall also provide a concrete sidewalk area for these bike racks. The bike racks shall be J-frame vertical style bike racks.

The bike racks shall be placed on a concrete slab. The location of the bike racks and concrete sidewalks have been shown on the Site Layout drawings.

The bike racks and concrete sidewalks shall be included in the Base Bid.

6.5 Storm Drainage

6.5.1 The site storm drainage system shall be designed for a 10-year return storm frequency. No ponding shall occur for the 10-year event. All runoff onto the site from adjacent properties shall be included in the storm drainage calculations. Storm drainage system design shall be checked for a 100-year return event to insure no flooding of the new facility finished floor. Storm drainage design shall be in accordance with UFC 3-230-17FA, State of Arizona Code, and the Appendix “D”, which contains the Mitigation of Site Runoff Associated with Construction Projects of Fort Huachuca Arizona Memorandum. The Contractor shall comply with the Energy Independence and Security Act of 2007 (EISA – section 438) and the Omnibus Public Lands Act of 2009, which require that excess stormwater runoff from new development or redevelopment on Federal facilities must be mitigated to predevelopment hydrologic conditions.

6.5.2 The storm drainage shall consist of swales, storm drainage structures, and piping. The structures shall include grate inlets, concrete drop or curb inlets, concrete headwalls, flared end sections and outlet control structures, as necessary. All storm drainage structures located in traffic areas shall be rated to withstand heavy vehicle loading. All grading shall be completed such that parking areas and areas adjacent to the new building

01 10 10 - 13 drain adequately with storm water flowing away the building. All side slopes shall not be steeper than 4-feet horizontal to 1-foot vertical, unless Airfield Criteria applies. Minimum pipe velocities shall be 2.0 ft/sec and the maximum shall be 5.0 ft/sec with outlet erosion protection. The minimum pipe size for an open pipe system shall be 18-inches and 15-inch for a closed system. The maximum allowable storm water pavement spread shall not exceed 4-feet in width for a 10-year storm event. Sufficient inlets shall be provided to control drainage spread. The maximum interval for inlets shall be 300 feet. No inlets shall be provided in curb radii. There shall be no ponding at inlets for a 10-year storm.

6.5.3 The allowable pipe types shall include concrete pipe, type III or IV, or approved equal as required. Pipe joints shall be water tight with gaskets.

6.5.4 Concrete inlets/catch basins may be poured in-place precast concrete.

Metal grates or manholes shall be galvanized. Basins shall have 3-inch weep holes cast into the walls. The exterior of the weep holes shall receive a 1/4-inch wire mesh with a 12-inch width belt of crushed rock, ASTM 357.

Precast manhole or inlet rings shall connect with industry standard gaskets.

Storm drainpipes shall be grouted into the concrete structures to provide a watertight connection.

6.5.5 CATCH BASINS AND GRATES. Locate storm water inlets so that no collection swales flow across a street or sidewalk to reach a storm sewer other than where crosses gutters are used. Side opening catch basins are preferable. Where grating is to be used, it shall be of "Bicycle Tire Proof" design.

6.5.6 PERMITS. The Contractor shall obtain all necessary permits including digging, erosion control, AZPDES, and water and sewer connection permits for work on the base prior to any land disturbing activities or utility connections as prescribed by the respective permit.

6.6 SPECIFICATIONS

The Contractor shall edit and submit the following UFGS (as a minimum):

01 57 20.00 10 Environmental Protection 01 57 23.00 10 Storm Water Pollution Prevention Measures 31 00 00 Earthwork 31 00 00.10 36 Earthwork 31 00 00.15 36 Excavation, Filling and Backfilling for Buildings 31 00 00.16 36 Excavation, Trenching, and Backfilling for Utilities Systems 02 41 00 Demolition 31 11 00 Clearing and Grubbing 31 31 16 Soil Treatment for Subterranean Termite Control 32 01 19 Field Molded Sealants For Sealing Joints in Rigid Pavements 32 13 73 Compression Joint Seals For Concrete Pavements 33 41 01 Storm Drainage 32 11 24 Graded-Crushed Aggregate Base Course 32 12 17 Flexible Pavement 32 12 10 Bituminous Tack and Prime Coats 32 13 11 Concrete Pavements for Airfields

01 10 10 - 14

32 17 23.00 20 Pavement Markings 32 16 13 Concrete Sidewalks and Curb and Gutters 32 31 00.00 10 Fencing

32 93 00 Exterior Planting 32 84 24 Contractor Designed Lawn Irrigation System

6.7 GOVERNMENT FURNISHED INFORMATION

6.7.1 The government will furnish to the Contractor the topographic survey of the existing site. Survey will be in electronic format in accordance with Tri-Services Standards.

6.7.2 Some standard site details will be available to the Contractor by the Mobile District. Details will require editing as necessary to match the project requirements. The Contractor shall be responsible for creating all details needed for the project, which are not in the Mobile District Standard Design Library. The Library can be accessed through the Mobile District home page.

7. LANDSCAPE AND IRRIGATION

7.1 LANDSCAPE DESIGN:

The Contractor shall provide a landscaping plan. Planting bed size, composition, and density of plantings shall be compatible with existing beds at adjacent facilities. The Base Bid landscape design shall be completed based on the latest edition of the Fort Huachuca’s Landscape Development Plan. Plants used in the landscaping plan shall be chosen from the Fort Huachuca Landscape Development Plan Plant List. Landscaping for this project will incorporate the use of plant species that require minimal moisture and use of inert groundcover materials such as gravel mulches and boulders.