11R0009_Am3.pdf

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

DESIGN BUILD HC-130J PARTS STORE, Davis-Monthan Air Force Base, Pima County, Tucson, Arizona

Amend specification 01 01 00 Design Requirements

Amend Appendix O

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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 you 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.

is extended, B.

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

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

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) is required to sign this document and return

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

PAGE OF PAGES 1. CONTRACT ID CODE

5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

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.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

(Signature of person authorized to sign) (Signature of Contracting Officer)

USAPPC V1.00

10A.

30-105-02

US Army Corps of Engineers, Los Angels Dist.

Contracting Division, Attn: Diane Watkins P.O. Box 532711 Los Angels, CA 90053-2325

CODE

FACILITY CODE

1 2

0003 17 June 2011

W912PL-11-R-0009

5 May 2011

W912PL-11-R-0009

Amendment No. 0003

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by the amendment number in parentheses before and after changes from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

01 01 00-5 01 01 00-5 01 01 00-8 01 01 00-8 01 01 00-10 01 01 00-10 01 01 00-12 01 01 00-12 01 01 00-13 01 01 00-13 01 01 00-16 01 01 00-16 01 01 00-25 01 01 00-25 01 01 00-26 01 01 00-26 01 01 00-29 01 01 00-29 01 01 00-80 01 01 00-80 01 01 00-84 01 01 00-84 01 01 00-96 01 01 00-96 01 01 00-101 01 01 00-101 01 01 00-104 01 01 00-104 01 01 00-108 01 01 00-108

APPENDIX O, Sheet C-101 APPENDIX O, Sheet C-101 APPENDIX O, Sheet CS101 APPENDIX O, Sheet CS101 APPENDIX O, Sheet CU101 APPENDIX O, Sheet CU101 APPENDIX O, Sheet CU102 APPENDIX O, Sheet CU102 APPENDIX O, Sheet AE200 APPENDIX O, Sheet AE200 APPENDIX O, Sheet AE201 APPENDIX O, Sheet AE201 APPENDIX O, Sheet AE300 APPENDIX O, Sheet AE300

////////LAST ITEM////////

Amendment 3

01 01 00-5

3.2.15 Unified Facilities Criteria (UFC), 3-250-18FA General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas, latest edition.

3.2.16 Uniform Federal Accessibility Standards, Federal Register, latest edition.

3.2.17 Landscape Development Plan, Davis-Monthan Air Force Base, Tucson Arizona.

3.2.18 New DOD Policy for Adoption of Architectural Barriers Act (ABA) Guidelines for Accessibility latest edition.

3.2.19 Air Force Manual 32-1071, Volumes 1, 2, and 3. latest edition.

3.2.20 Publication 07-105 GeoBase Survey, Davis-Monthan Air Force Base, Arizona.

3.2.21 Davis-Monthan General Plan

3.2.22 Davis-Monthan Design Compatibility Standards, DMDCS, latest edition.

3.2.23 Unified Facilities Criteria (UFC), 3-210-10 Low Impact Development Manual, latest edition.

3.2.24 Energy Independence and Security Act (EISA), Section 438, 19 January 2010.

3.3 Project Site.

3.3.1 The HC-130J Parts Store is part of the new complex being developed on the southeast end of the flightline. As part of a separate project Phoenix Street will be extended until it intersects with Yuma Street. As part of that project, utilities will also be extended to the area. This project will construct the new Parts Store Building and its associated facilities and utilities on a site located between the extended Phoenix Street and the existing Ramsgate Road. The site is currently being used as a storage area for construction materials such as base-course, gravel, and used asphalt and concrete. As part of the separate PR infrastructure project, utilities will be present on the site, north of the building. Refer to the electrical portion of Section 01 01 00 for information on existing power and communication lines.

Parking Lot. An asphalt POV parking lot, complete with concrete curb and gutter, to serve this building as well as other buildings in the area, will be constructed north of Phoenix Street, under this project. Additionally, parking spaces for Government-owned vehicles will be provided East of the building, between the building and the future wash rack apron. These parking spaces will be located at least 10m (33 ft) from the building.

(33 ft) from the building. This parking area and the aprons around the building shall be constructed of Portland Cement Concrete.

(3)

01 01 00-8

3.6.5 Dumpster Enclosure. An enclosure adequately sized for two dumpsters shall be provided. The dumpsters shall be located along Phoenix Street on the north side of the new building, outside of the new flightline fence. The dumpster enclosure shall be double bin and shall be designed, constructed, and screened in accordance with the associated Davis-Monthan Design Compatibility Standard details. Pads shall not be placed within 25m (82 ft) of any primary gathering building. If this separation distance cannot be met, pads shall be placed a minimum of 10m (33 ft) from buildings and the design of adjacent building components shall meet applicable requirements stated in the UFC 4-010-01. The site design shall provide for access to the pad by waste removal vehicles. A bollard shall be provided in front of each side wall of the pad enclosure and two bollards shall be provided between each bin and the back wall of the enclosure to prevent damage to the enclosure. A minimum 5.5m (18 ft) long, concrete pavement approach slab shall be placed at the access to the dumpster enclosure. The approach slab shall be the full width of the dumpster enclosure. The Offeror shall comply fully with all Installation-approved, standard details in Appendix G of the

DMDCG.

3.6.6 Sidewalks and Curb and Gutter. Concrete for sidewalks and curb and gutter shall be standard concrete in accordance with the Davis-Monthan Design Compatibility Standards.

3.6.6.1 Curb and Gutter. Curb and gutter shall be provided for all parking areas, end islands and roads. and where required for drainage mitigation and/or traffic control. The curb and gutter cross-section shall be in accordance with the Davis-Monthan Design Compatibility Standards.

3.6.6.2 Walks. Walks shall be provided to allow for pedestrian circulation to/from the various elements of this project as indicated in the conceptual site plan. The minimum walk width shall be as indicated in DMDCG Table 4.1B, and shall be a minimum of five-feet wide. As a minimum, walks shall be provided to all secondary entrances to the building as well as to the main entrances. Walks provided for access to the building shall be centered at the doorway they serve. Walks shall be constructed in accordance with AEIM, Chapter II and AEIM Plates C16 and C17 and in accordance with DMDCG Section

4.1.8 including Table 4.1B.

3.6.7 Handicapped Access. The main entrance to the building shall be wheel chair accessible. Ramps for the handicapped shall be provided for wheel chair access from the new pedestrian entrance within the flightline fence.

All ramps shall be designed and installed in accordance with the Uniform Federal Accessibility Standards and with plate C15 in the AEIM.

3.6.8 Standard Details. Unless noted otherwise, site features shall be constructed in accordance with the standard details provided in the AEIM and the DMAFB-approved standard details in Appendix G of the DMDCS.

3.7 Pavement Design. Refer to the attached preliminary geotechnical report and Part 4 of this RFP for pavement recommendations.

01 01 00-10

3.16 Grading. In accordance with DMDCG Section 2.1.2 the building shall be sited to establish a minimum of 5% ground slope away from the building for a minimum of 10-feet. Establish finished floor elevations at a minimum of 6-inches above any surrounding terrain within 10-feet of the building. Care shall be taken to drain surface runoff away from the building to avoid saturating the soils which support the building foundation system. Ponding anywhere on the site will not be permitted, except at new detention/retention ponds.

3.17 Termite Control. Follow UFGS 31 31 16 Soil Treatment for Subterranean Termite Control. In accordance with DMDCG Section 3.7.2 termiticides shall be applied at the highest EPA labeled concentration and application rate.

Termite control contractors shall use the chemical Termidor in all instances of termite protection. A complete report, including the amount of chemical used, shall be submitted to the Davis-Monthan Pest Management Shop after all chemical treatments.

3.18 Storm Runoff and Drainage.

3.18.1 Storm Runoff. Storm runoff shall be calculated in accordance with applicable Arizona Department of Environmental Quality (ADEQ), Pima County codes, and in accordance with EISA 2007, Section 438.

3.18.1.1 Storm Drain System. The existing site is drained by overland flow. Existing overland drainage patterns at the site shall be maintained to the greatest extent possible. Detention/Retention ponds/bio-swales shall be used to capture the runoff from the site associated with the increase of impervious surface between pre-construction and post-construction conditions.

3.18.1.2 Detention/Retention Ponds/Bio-Swales. The base prefers detention ponds, however retention ponds shall be allowed when use of detention ponds is not feasible. Ponds shall be designed in accordance with requirements defined by the ADEQ and Pima County. The location of the ponds shall be south of the site, south of Ramsgate Road and south of the future location of the Tow Road and east of the proposed parking lot North of Phoenix Street. The pond(s) shall be sized as required to contain the increase in runoff indicated in the previous paragraph. Detention/Retention pond design and construction requirements (storm frequency, storm duration, grading, pond discharge, etc.) shall be per the Pima County, Hydrology Manual for Engineering Design and Flood Plain Management. Retention ponds shall not be a permanent pool and shall either discharge into the existing underground storm drainage system or to a natural/historic point of drainage outflow. or must percolate into the soil. Local requirements mandate that all water within ponds must either percolate into the soil or be discharged from the pond within 12 hours after the completion of the storm event and within 24 hours on consecutive days with storm events. Discharge into the existing underground storm drainage systemto a natural/historic point of discharge shall be coordinated with Davis-Monthan Air Force Base Civil Engineering Department. The pond(s) shall be fully landscaped and shall have a depth no greater than 900 mm (3 ft). The pond sidewalls shall be no steeper than one vertical to five horizontal (1 on 5). The pond(s) shall have an overflow(s) which drains to an area where the associated flows will not cause property damage. The overflow portions of the pond shall be designed such that remaining portions of the pond are not damaged from overflow runoff. The pond(s) shall not be

01 01 00-12

3.19.2 Cathodic Protection. Cathodic protection shall be provided for all buried ferrous metallic utility components such as valves, fittings, bends, etc. Design of cathodic protection systems shall be in accordance with specification UFGS Section 26 42 14.00 10 - CATHODIC PROTECTION SYSTEM

(SACRIFICIAL ANODE).

3.19.3 Water. See the site utility plan provided by the government, for locations of existing water lines on and adjacent to the site.

3.19.3.1 Domestic Service. A domestic water line(s) shall be provided to supply the domestic demand of the building. The lines shall be sized so that the velocity in each line is less than 0.91 m/sec (3 ft/sec). A water supply line shall be provided to service the mechanical room. This line shall supply water for hot domestic use, and for the heating and cooling lines to applicable areas within the building, and shall be sized accordingly. The proposer is responsible for designing a passive solar water heating system using panels on the roof for heating domestic water. This design must comply with the DCS. The heating system needs to contain a by-pass on the solar panels for maintenance purposes. Cold domestic water may also be supplied from the supply line to the mechanical room and/or from additional water lines to the building. Refer to the Mechanical portion of Section 01 01 00 for requirements on the domestic hot water lines, and on the heating and cooling system/lines.

3.19.3.2 Water Mains. An existing underground water main, which crosses through the site, will be tapped to provide domestic and fire protection water to the new facility. Refer to Utility Plan for location.will need to be demolished and relocated to accommodate new site construction.

3.19.3.3 Water Meters. A water meter shall be provided for the domestic service line(s) to the building and shall be installed interior to the building, near its entrance (i.e. within the mechanical room etc.). The meter readout shall be in gallons. In accordance with DMDCG Section 4.7.2 the meter shall have a pulse indicator that reports to the Energy Management and Control System (EMCS). Preferred water meter manufacturers include Neptune, Badger, Sparling and Sensus. See also DMDCG Section 6.3.3.

3.19.3.4 Fire Protection. A fire demand line to the building shall be provided for fire protection system. The design of this line shall be in accordance with the national fire codes prepared by the National Fire Protection Association (NFPA). In accordance with DMDCG Section 6.0, a wall mounted post indicator valve is not to be installed. NFPA allows the Authority Having Jurisdiction (in this case, Davis-Monthan AFB) to permit a non indicating valve, such as an underground gate valve with approved roadway box complete with T-wrench. This is the case at Davis-Monthan AFB. The standard detail for a fire protection riser shall be used, per Detail DM-M 011 of the DCS. Appropriate fire department signage and striping shall be provided as part of this project. In accordance with DMDCG Section 6.5 Fire Department Connections (FDC) must be on the street side of buildings. If possible the FDC shall be located near the street. If location near the street is not possible then the FDC can be located on the building. In either case, there must be a fire hydrant within 150’-0” of the FDC. The Offeror shall be responsible for performing all required fire flow and

01 01 00-13 pressure testing required to design a complete and useable fire protection system. The supply of equipment to perform said testing will be the responsibility of the Offeror. In accordance with DMDCG Section 6.5 all fire protection design shall be per NFPA 13, NPA 13R, Life Safety Code, and UFC 3- 600-01. Design of the fire protection system shall typically be of the performance-type and shall normally be the responsibility of the A-E. The A-E is required to perform the requisite flow tests for incorporation into the design. Specifications for fire suppression systems shall include a statement requiring the design of the sprinkler system under direct supervision of a Professional Fire Protection Engineer licensed in the State of Arizona. Shop drawings for fire suppression systems shall be required and shall bear the seal of that Engineer. Specifications shall include the provision for the Contractor to flow test the existing hydrants adjacent to the site, which were used in the design, to confirm the design parameters, prior to providing submittals of the fire suppression water distribution system. The contractor shall be required to notify the contracting officer of any discrepancies both in the submittal and prior to construction. The Contractor shall also be required in the specifications to conduct flow tests of all newly installed fire hydrants and the existing adjacent upstream and downstream fire hydrants after completion of construction and prior to final acceptance. All flow tests shall be conducted in the presence of the Contracting officer or his authorized representative, and a representative of the Fire Department. Water runoff shall be controlled in a manner satisfactory to the Contracting Officer.

3.19.3.5 Fire Hydrants. All existing hydrants shall remain functional during all phases of construction. The proposer shall determine if new additional fire hydrants are needed for the building. Hydrants shall be located and constructed in accordance with Fire Protection Engineering for Facilities, (UFC), 3-600-01. If the site design requires the removal of any hydrants, a new hydrant shall be provided for each hydrant removed. Existing hydrants shall not be relocated. In accordance with DMDCG Section 6.5 fire hydrants shall be the standard manufactured by Clow[Medallion] dry barrel type, Model F2545 and painted to indicate high and low pressures per NFPA

101. At least one hydrant shall be located within 150 feet of the fire department connection. The fire department connection needs to face toward Ramsgate Road. Hydrant laterals shall be 150 mm (6 in) minimum diameter with a gate valve size matching the hydrant lateral pipe size.

3.19.3.6 Valve and Valve Boxes. Valve boxes shall be 6” round cast iron box and accessed with valve keys. Cast iron boxes shall be bonded with the ferrous valve and be cathodically protected. Cast iron valve boxes shall have a protective coating applied using a coal tar epoxy. Valve boxes in traffic areas shall be selected to sustain anticipated loads.

3.19.3.7 Burial Depth. Water lines shall have a minimum cover of 910 mm (3

ft) except that fire demand lines shall have a minimum cover of 1220 mm (4 ft).

3.19.3.8 Existing Water System Pressures. Flow test data for the site is as follows:, and is included as an attachment to this RFP. This information shall be used for sizing the domestic water and fire demand lines.

(3) (3)

01 01 00-16

3.19.6 Chilled Water See the site utility plan, provided by the government, for locations of existing chilled water lines on and adjacent to the site.

3.19.6.1 Service Lines. Service lines shall be provided for the building and shall be connected to the existing chilled water lines at the site.

3.19.6.2 Valves and Valve Boxes. Valves shall be provided for the service lines and installed near the point of connection with the mains. Valve boxes shall be provided for the valves. If cast iron valve boxes are used they shall be cathodically protected and shall receive a protective coating of coal tar epoxy.

3.19.6.3 Burial Depth. The minimum depth of cover for chilled water service lines shall be 760 mm (30 in).

3.19.6.4 Chilled Water Line Materials. Allowable pipe sizes, materials, fittings, and joints shall be as indicated in the Davis-Monthan Design Compatibility Standards.

3.20 Landscaping

3.20.1 General. Landscaping for the project shall be in accordance with the DCS. Landscaping methods shall be in accordance with Davis-Monthan Design Compatibility Standards and shall have an establishment period of no more than one year. Use approved plant list to select plants. All plants shall be new; save and reuse any large trees that can be successfully moved and replanted. Large plantings shall not be placed over buried utility lines.

Landscape used for screening shall not interfere with servicing requirements for utilities. Site landscaping shall comply with UFC 3-201-02. If construction activities result in any disturbance to landscaping to remain, the damaged areas shall be repaired/replaced by the Offeror to pre-project condition or better, as determined by the contracting officer. No grass is to be placed at any location on the site.

3.20.2 Irrigation System. Provide automatic irrigation system utilizing drip system (not bubblers) where landscaping is provided. Coordinate whether system is temporary or permanent with LEED requirements. Irrigation system shall be installed on its own backflow prevention and isolation. Piping and fittings shall conform to the requirements of ASTM D 1785, PVC 1120 schedule 40 or 80; or ASTM D 2241, PVC 1120 SDR 21, Class 200.

3.20.3 Landscape and Irrigation Maintenance. Provide landscape and irrigation system maintenance after installation and for one calendar year beginning the day after final acceptance of the project. Plant materials and irrigation system components that fail during the maintenance period shall be replaced as soon as possible.

3.21 Storm Water Pollution Plan. The selected Proposer/Offeror shall prepare a storm water pollution prevention plan per the requirements stated in specification Section 01 57 20.00 10 – ENVIRONMENTAL PROTECTION.

3.22 Permits and Fees. The Offeror is responsible for obtaining all necessary Federal, state, county, local permits and fees required to complete

01 01 00-25

d. Pozzolan (fly ash) is mandatory at a volume of 15 to 35 percent of the total cementitious material used in the mix. Specify a Class “F” fly ash with a loss on ignition of no greater than 3.0%.

e. Air entrainment of the concrete is required. The air content by volume in the mix shall be 3 to 5 percent in accordance to ASTM C 231.

f. Water reducing admixture conforming to ASTM C 494, type A will be allowed.

g. Retarding admixtures shall not be permitted.

h. Concrete shall have a minimum flexural strength of 650 psi at 28 days, as determined by tests made in accordance with ASTM C 78 on beams fabricated and cured in accordance with ASTM C 192.

i. The individuals who sample and test concrete or the constituents of concrete as required in this specification shall be certified as American Concrete Institute (ACI) Concrete Field Testing Technicians, Grade I.

j. Individuals who perform the inspection of concrete shall be certified as ACI Concrete Construction Inspector, Level II.

4.11 Earthwork. Excavation and embankment for areas other than within the limits of the buildings shall conform to applicable technical criteria referenced in paragraph “Technical Criteria”, applicable UFGS Guide Specifications, and the following requirements:

a. Prior to construction of flexible or rigid pavements, existing material shall be removed to a minimum depth of 6 inches from all areas to be paved.

b. Fill material required to bring the pavement structures to the required elevation shall be satisfactory material having a plasticity index between 4 and 12.

4.12 Excavation, Filling, and Backfilling for Buildings. Excavation, filling, and backfilling for buildings shall conform to applicable technical criteria referenced in paragraph “Technical Criteria”, applicable UFGS Guide Specifications, and the following requirements:

a. Any required fill material shall be satisfactory, non-expansive material having a plasticity index between 4 and 12.

b. Fill material shall not contain recycled concrete, recycled asphalt, rubble, trash, organic material, or refuse of any type.

4.13 Capillary Water Barrier. A capillary water barrier is required for all interior slabs on grade, including garages, carports and storage rooms. As a minimum, the capillary water barrier shall include a minimum 6 inch thickness of Size No. 67 crushed stone with only trace quantities passing the No. 200 sieve. The vapor retarder should meet the specifications outlined in Paragraph 6 Structural Design, subsection 6.10.19.8 Vapor Retarder.

(3) (3)

01 01 00-26

5. ARCHITECTURAL DESIGN

5.1 Scope.

5.1.1 Conceptual Design. Develop a conceptual design for the HC-130J Parts Store based on the DD 1391 authorized scope of 2,323 square meters (25,005 square feet), the floor plans, and the room data sheets included in this RFP.

5.1.2 Building Design. This facility is a parts warehouse. The facility shall have overhead doors on each end, one for deliveries and the other for issuing parts. Up to 15 people work in the building. The majority of the items that are stored in this facility are on pallets (81” x 108”), the remaining items are stored on storage shelving. Items on pallets are moved by a fork lift or pallet jack. The offer shall develop floor plans based on the floor plans and room data sheets included in this RFP document. Exterior building elevations shall be in accordance with Davis-Monthan Air Force Base "Design Compatibility Standards" and the materials, roof lines, and building massing shall be similar to the other facilities in the complex being constructed as part of the PR Beddown. After award, minor revisions to the floor plan may be required by the Air Force to better meet functional and programmatic requirements. The original Customer Concept Document (CCD) prepared for the HC-130J Parts Store dated January 2010 may also be of use to understand the original design intent for this project.

5.1.3 LEED Requirements. This project is required to be certified LEED Silver per the USGBC LEED-NC 2.2 Rating System. A preliminary checklist is included. This checklist is provided only as “information available to offerors”, indicating the points that the developers of this RFP anticipate are achievable. The offeror is responsible for identifying enough points in their response to this RFP to achieve the LEED Silver rating. The LEED checklist included with this document may not show enough points in the ‘Yes’ column to solidify the required Silver rating. It is up to the RFP response to decide which points in the ‘maybe’ column they would like to pursue to achieve the Silver rating. The offerors must develop and submit a checklist indicating the points they anticipate achieving for the project. The project is currently registered under LEED NC Version 2.2.

5.1.4 ACC Sustainability Requirements. This project is also required to utilize The ACC Sustainable Design & High Performance Green Building Scorecard. This consolidated tool helps ensure projects meet the sustainable mandates from EISA 2007, MOU, EPAct 2005 and other Federal programs. A preliminary scorecard is included in Section 01 33 29. This scorecard is provided only as “information available to bidders”, indicating the requirements that are to be incorporated into the project. The proposers must develop and submit a checklist indicating the points they anticipate achieving for the project in conjunction with the LEED checklist. The Offeror shall also provide annotations, calculations, and references as to the scorecard/checklist items that are statutory for Federal construction projects as part of the scorecard/checklist or clearly defined in the proposal.

01 01 00-29

SPECIFICATIONS AND CONSTRUCTION DOCUMENT STANDARDS

5.2.32 U.S. Army Corps of Engineers Southwestern Division Architectural and Engineering Instructions Manual (CESWD-AEIM), latest edition.

5.2.33 Uniform Facility Guide Specifications (UFGS), latest editions.

5.3 External Activities. Vehicular and pedestrian access shall be provided as required by the civil requirements of this RFP. Personnel will access the facility by GOV, bicycles, privately owned vehicles parked outside the flight line fence, and by walking from other nearby facilities. Parts deliveries will be made through a gate in the flight line fence. Delivery personnel will have to gain permission to enter the flight line. Exterior paved spaces and vehicular circulation shall be provided for access around the facility.

Paved stoops and access shall be provided for all exit doors and exterior mechanical or electrical equipment room doors.

5.4 Internal Activities. The Parts Store will consist of a large storage area for aircraft parts and a small secure caged storage area. Associated administration spaces shall consist of two private offices for the Section Leader and the NCOIC, and an open office area to seat 15. A customer service counter shall be located just inside the main entrance from the flight line and will be manned by the staff from the open office area. A small office for SIPERNET use shall be provided off of the open office area. Support spaces such as a Resource Room, locker area, restrooms and a janitors closet shall be provided. The structure shall be designed to accommodate future mezzanines.

5.5 Space Adjacencies. Floor plan adjacencies shall be developed based on the room data sheets, the floor plans provided in the RFP, and the ACC Architectural and Interior Design Standards, and requirements within this Section. After award, minor revisions to the floor plan may be required to provide optimum functional adjacencies and provision of dedicated appropriately sized utility and communication rooms.

5.5.1 Stairs. Provide a stairway to the mechanical mezzanine.

5.5.2 Mechanical Rooms. Mechanical equipment (air handlers) is to be located on the mechanical mezzanine and in the Mechanical Room. Provide a guard rail around the mezzanine with an 8’-0” removable section adjacent to the large open storage area (as indicated on the drawings) so that large pieces of equipment can easily be replaced. Provide structure, decking, and concrete toping lid above mechanical room to separate the mechanical areas and provide support and floor space for the mechanical units on the mezzanine.

5.5.3 Communications Room. Verify with 355CS that the Comm Room locations meet the requirements for size, location of exterior only access, and adequate to meet maximum communication line/cable runs throughout the facility.

5.6 Space Allocations. Individual space allocations shall be based on the DD 1391 form, the room data sheets and the floor plan included in this RFP.

The Gross Building Area shall not exceed 2,323 square meters.

01 01 00-80

Laboratories, Inc. (UL), American Gas Association (AGA), Air Conditioning and Refrigeration Institute (ARI), American Society for Testing and Materials (ASTM), National Electric Manufacturers Association (NEMA), American National Standards Institute (ANSI), National Fire Protection Association (NFPA) or other national trade associations as applicable. Equipment selection and layout shall make provisions to observe the manufacturer's recommended clearances and code clearances. Rooftop equipment shall not be used in this facility.

7.3.3 Air Handling System Design

7.3.3.1 Administrative/Support Areas. The offices, resource room, customer service and restrooms shall be conditioned with a variable air volume (VAV) air handling unit containing a chilled water coil for cooling and a hot water coil for heating. The VAV system shall use air terminal boxes with hot water reheat coils. This system shall provide heating and cooling comfort throughout the year, and the system shall have a high flexibility for zone control. Approximately eight air terminal units will be utilized for zoning;

essentially establishing a separate control zone for each room that is being served by the VAV air handling unit. The air handling unit will be located in the mechanical room. Means to shut down the air handling unit, or portions thereof, serving spaces not occupied for an entire 24 hour day shift shall be provided.

7.3.3.2 Storage Areas. The storage areas shall be evaporative cooled with unit(s) ground mounted and screened and at the 2-foot to 3-foot level, not on roof. Provide a minimum of 3 air changes per hour0.12 cfm/ft2 or as required per code for storage areas., whichever is greater. Evaporative coolers shall be cell deck type with dump cycle pump system. Intakes shall comply with AT/FP requirements. Heating shall be provided with gas fired infrared heating units. The Offeror shall coordinate the layout of the infrared system so as not to interfere with the overhead crane.

7.3.3.3 Communication and SIPR Net Rooms. These rooms will be conditioned by independent systems consisting of ductless, split system computer room units with exterior condensing units.

7.3.3.4 Electrical Room. This space shall be ventilated with an exterior wall louver and ceiling exhaust fan discharging the air through an exterior wall louver. Scavenge waste heat with a heat recovery coil where possible before exhausting to exterior. Heating will be provided by a hot water unit heater.

7.3.3.5 Mechanical Room. The mechanical room shall be ventilated with an exterior wall louver and ceiling exhaust fan discharging the air through an exterior wall louver. Heating will be provided by a hot water unit heater.

7.3.3.5.1 The central exhaust system shall be used to exhaust the men’s and women’s restrooms and janitor closet. The central exhaust system shall be tied into an heat recovery ventilator to pre-cool/pre-heat the incoming outside air for the air handling unit serving the administration areas.

7.3.3.5.2 Chilled water for the building shall be obtained from an existing central chilled water plant. The Offeror shall provide full size piping stub-outs with shut-off valves in the mechanical room for installation of a

(3)

(3)

(3)

(3)

01 01 00-84

The automatic water treatment system shall bring the water to an acceptable quality in accordance with the boiler manufacturer's specifications.

7.3.8 Duct System Design. All supply and return ductwork shall be sized using the equal friction design method. A complete ducted return air system shall be provided. Above ceiling plenum return air system is allowed where appropriate. Offeror shall provide duct and air distribution noise criteria.

Ductwork locations shall be coordinated with all disciplines. All supply, return, intake, and exhaust ductwork shall be constructed of rigid, galvanized sheet metal and shall be as specified in Section 23 00 00 - AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM. Flexible duct run outs shall not be used. The ductwork shall be insulated in accordance with Section 23 07 00 - THERMAL INSULATION FOR MECHANICAL SYSTEMS. Duct and air distribution devices shall meet the velocity requirements indicated in the 2007 ASHRAE Handbook.

7.3.9 Noise Analysis. An acoustic analysis shall be performed for each air handler unit and associated duct distribution system to assure minimal noise transmission to the spaces. The Room Criteria (Per the 2007 ASHRAE HVAC Applications Handbook, Chapter 46 and AFM 88-37) shall be as follows:

Administrative/Support Rooms: RC 30-35

7.3.10 Ventilation System. The building shall be provided ventilation in accordance with ASHRAE 62.1 (2007) based on occupancy and/or type of space.

Air distribution systems shall be designed to insure that minimum outside air requirements are continuously provided to the building zones during heating and cooling seasons. Infiltration shall not be considered as supplementing the ventilation requirement. Ventilation air shall be conditioned by the air handling unit prior to being distributed to the support areas. Design of ventilation system shall also meet the requirements indicated in ETL 04-3.

7.3.10.1 Exhaust Systems. All bathrooms shall be provided with mechanical ventilation through central, belt driven exhaust fan system ducted to the ERV and then to building exterior. Fan shall be located in an easily accessible location. The exhaust system shall meet all requirements indicated in AF ETL 04-3, except as modified herein. Exhaust vents shall not be located near outdoor air intakes to prevent short-circuiting of exhaust air. The rest rooms shall have ventilation sized for 75 cfm per plumbing fixture or 15 air changes per hour, whichever is the most. Janitor's closets rooms shall have a minimum of 10 air changes per hour exhaust. Mechanical and electrical rooms shall have a minimum of 10 air changes per hour intake/exhaust. Central exhaust fan shall be interlocked with the building HVAC controls and shall run continuously. All exhaust fans serving support areas shall be interlocked with the building hvac controls and shall be thermostatically controlled. Roof mounted exhaust fans are prohibited.

7.3.10.1.1 Heat Recovery Exhaust Ventilation System. An exhaust air heat recovery system shall be utilized for energy recovery unless proven not to be life cycle cost effective. Calculation must be provided.

7.3.11 Exhaust/Relief Air Vents. Exhaust/relief vents shall be provided for air relief and shall be located to prevent short-circuiting of the relief air

01 01 00-96

7.10.1.3 NFPA 90A - Installation of Air Conditioning and Ventilating Systems

7.10.1.4 NFPA 72 - National Fire Alarm Code

7.10.1.5 NFPA 101 - Life Safety Code

7.10.1.6 UFC 3-600-01 – Fire Protection for Facilities including ACC Supplement

7.10.1.7 UFC 3-600-02 – Fire Protection System

7.10.1.8 UFGS Section 21 13 13.00 10 - Wet Pipe Sprinkler System, Fire Protection

7.10.1.9 Davis-Monthan Air Force Base, Design Compatibility Guidelines

7.10.1.10 International Building Code (IBC), 2000

7.10.2 System Design. The facility shall be protected throughout with a wet pipe sprinkler system. The individual bulk storage rooms shall be sprinkler protected. All support areas of the facility shall be protected in accordance with the requirements of NFPA 13 except as noted otherwise.

7.10.2.1 Public/Common Areas. The mechanical and electrical equipment rooms, storage rooms, and all other administrative areas shall be classified as Ordinary Hazard, Group 2 Occupancies per NFPA 13 and shall be protected with a minimum sprinkler density of 0.20 gpm/sq ft. Future mezzanine areas shall also be considered during the fire suppression installation. Other spaces such as the multi-purpose room, the entryway, etc., shall be classified as Light Hazard Occupancy and shall be protected with a minimum density of 0.10 gpm/sq ft. The required design area for each hazard occupancy shall be the total floor area of each occupancy contained within each floor of the building.

7.10.2.2 Hose Demand. An exterior hose demand of 500 gallons/minute shall be included in each hydraulic calculation.

7.10.3 Water Supply. The available water supply atadjacent to the site is 54 psi static pressure, and 45 psi residual pressure at a flow rate of 960 GPM.indicated in paragraph 3.19.3.8. This data shall be presumed available at the point of connection between the existing water distribution line and the new underground water service line for the facility. A 10% safety factor shall be included in each hydraulic calculation.

7.10.4 Equipment Requirements. All piping system components provided shall meet the Davis-Monthan Design Compatibility Guidelines requirements. System components shall also meet the requirements as specified in UFGS Section 13930A, except as specified herein. All components shall be UL Listed and/or FM Approved for fire protection service.

7.10.4.1 Service Line Isolation Valve. The new underground service line shall be provided with an N.R.S. gate valve located in a valve box with a

01 01 00-101

8.1.5.4 Air Mobility Command (AMC) Aerospace Ground Maintenance Support Facility Design Guide.

8.1.5.5 The Davis-Monthan Air Force Base Design Compatibility Guidelines (DMDCG), latest edition.

8.1.5.6 US Army Corps of Engineers Standard Detail 40-06-04, Lighting Fixtures, latest edition.

8.1.5.7 Air Mobility Command (AMC) Aircraft Maintenance Training Facility Design Guide

8.1.5.8 Air Mobility Command (AMC) Flightline Support Facilities Design Guide.

8.1.5.9 Air Mobility Command (AMC) Aircraft industrial Support Facilities Design Guide.

8.1.5.10 Unified Facilities Criteria (UFC)

a. UFC 1-200-01 Design: General Building Requirements

b. UFC 3-400-01 Energy Conservation

c. UFC 3-520-01 Interior Electrical Systems

d. UFC 3-600-01 Fire Protection Engineering for Facilities

e. UFC 4-010-01 Anti-Terrorism Force Protection

f. UFC 4-021-01 Design and O & M: Mass Notification Systems

g. UFC 4-030-01 Sustainable Development

h. UFC 4-211-01 Aircraft Maintenance Hangars

i. UFC 4-229-01 General Maintenance Facilities

j. UFC 4-440-01 General Storage Facilities

k. UFC 4-442-01 Design Covered Storage

l. UFC 3-550-1 Exterior Electrical Power Distribution

m. UFC 3-501-01 Electrical Engineering

n. UFC 3-520-01 Interior Electrical Systems

o. UFC 3-530-01 Interior and Exterior Lighting and Controls

p. UFC 3-550-01 Exterior Electrical Power Distribution

q. UFC 3-570-02a Cathodic Protection

r. UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

s. UFC 6-610-10 Administrative Facilities

8.1.5.10.1 355th Communications Squadron “Interim Base Communications Standards

8.1.5.10.2 Tucson/Pima County Outdoor Lighting Code

8.1.6 NEC Covered vs. Non-Covered. All electrical systems and equipment, both interior and exterior, installed under this project shall, for the purposes of NEC application and compliance, be considered as "Covered" and shall be installed per the requirements given in the NEC. None of the systems or equipment installed shall be considered as "electric utility" systems or equipment. However, the power cables going from the exterior transformers to the buildings shall be considered as the "service" or as "service conductors" and shall be installed per the requirements given below and in accordance with NEC applicable articles.

01 01 00-104

8.2.3 New Power Requirements

8.2.3.1 The new underground power distribution shall be designed to provide power within the site boundaries of this project. Offeror shall provide and install new transformers wiring, concrete encased duct banks, trenches, and materials, etc., as necessary. Offeror shall accomplish his work in accordance with the codes, standards, and per Base requirements specified in the Base Design Compatibility Standards requirements for a complete installation and operational system. For utility outages please see Section

01510, UTILITIES.

8.2.3.1.1 Extend the existing Main UG primary service located on Phoenix recently installed by the new fire station and route on the north side of Phoenix. Install 4-5” conduits along Phoenix to a new PME-11 adjacent to Phoenix Street as indicated in site utilities plan. Install two 4” conduit stub-outs from this sectionalizing switch for future AGE facilities.

8.2.3.1.2 Extend the Main UG primary line east along Phoenix St. from the new sectionalizer (PME-11) feeding the AGE facilities. Install 4-5” conduits along Phoenix to a new 15kV fused padmounted sectionalizer (PME-9) adjacent to Phoenix Street as indicated in site electrical plan. This switch is for future service connection to AGE Maintenance Facility. Continue the 4-5” conduits along Phoenix to a new 15kV fused padmounted sectionalizer (PME-11) adjacent to Phoenix Street as indicated in site electrical plan. This switch is for future service connection. 4-5” conduits along Phoenix to a new 15kV fused padmounted sectionalizer (PME-9) adjacent to Phoenix Street as indicated in site electrical plan. The PME-9 sectionalizers shall be a 2-way 600 Amp, and 2-way fused 200 Amp connections. The two 600 Amp connections shall be connected into the Main Distribution Feeder running east and west alone along Phoenix St. The PME-11 sectionalizers shall be a 3-way 600 Amp, and 1-way fused 200 Amp connections. The two 200 Amp fused connections at the last PME-9 sectionalizer shall be connected to lateral distribution feeders to supply power to Parts Store and a future Wash Rack Facility.

8.2.3.1.3 Provide a lateral feeder from the PME-9 sectionalizer located on Phoenix to feed the new Parts Store Facility. Provide a 4” conduit stub-out on sectionalizer for future wash rack facilities.

8.2.3.2 General Power System Requirements.

8.2.3.2.1 Primary Distribution System. New underground primary distribution systems shall be balanced (as much as possible), three phase plus ground, 3 wire, 60 Hertz system. This shall consist of three (3) copper primary conductors and a copper ground conductor. New feeders shall consist of insulated cables in underground concrete encased non-metallic conduits.

Equipment shall be pad-mounted and shall include, as needed, three phase, and/or single phase transformers, fused and non-fused switches, sectionalizing terminal cabinets, conduit risers, manholes, or pull boxes, etc. Pad-mounted equipment shall be set on concrete pads. Exterior transformer shall be screened from the surrounding environment. All other exterior electrical junction boxes, cabinets, etc., shall be square in nature and have no features that accent them from the surrounding environment.

8.2.3.2.2 Voltage. The primary system shall be per ANSI C84.1. 13.8 kV, three phase, three wire, grounded connected, with three phase conductors and a ground conductor. All loads shall be 13.8 kV, phase to phase or delta-connected.

01 01 00-108

8.2.4.1 Building Exterior Lights. Provide and install exterior high pressure sodium lighting for porch and stair well areas. These lights shall be color coordinated with other exterior parking, walk ways, and other buildings exterior lighting.

8.2.4.2 Exterior Lighting Control. All exterior lighting control shall be through a combined photoelectric cell with lighting contactor (with H-O-A control built in) which shall be located in electrical room.

8.2.4.3 Interior Lighting: Interior lighting shall conform to UFC 3-530-01 Interior and Exterior Lighting and Controls for individual room by room lighting requirements and as indicated in individual Room Data Sheets or stated in this section.

8.2.4.4 Walk Way Lighting. Provide area type exterior lighting for all pedestrian walkways. The walk way lights shall be provided in accordance with the DMAFB design standards.

8.2.5 Communications.

8.2.5.1 Communications Systems. Communications systems shall include a government telephone system, a LAN system including intrabuilding voice network as Voice over IP Network (VoIP), and a cable TV (CATV) installed and operating in the Parts Store Facility. The Offeror shall field verify the existing communication manholes numbers, and familiarize themselves with the existing communication system in this area.

Install a new 42-way (4” C) concrete encased duct bank between existing Communication Manhole CM-10 and Parts Store Facility communication Room.

Install ductbank and a series of new manholes CM-8 thru CM-12 as shown on Site Utility Plan. Refer to drawings CU101 and CU102 for ductbank routing.

Install a 4-way concrete encased ductbank between CM-12 and existing AMH17.

Install 4-1” innerduct cells in each of the 4-4” conduits between CM-7 and CM-1012. Install pull wires in vacant inner ducts. All exterior conduits shall be PVC encased in concrete. Elbow sweeps and the conduits penetrations of the foundation and/or the floor slab shall be RGS. Duct bank routing shall be submitted to the Contracting Officer for review and approval. Pull ropes shall be provided in all conduits for future installations. Install electrical power cables in separate trench from the telephone and cable television systems. Maintain utility separation of 12” min. when using same trench, for electrical services such as telephone, LAN, CATV, etc. Ensure that all comm. conduits have a minimum of 30 inches bend radius, entrance conduits raise a minimum of 3 inches above finished floor, and only one 90 degrees bend is permitted in any duct run. If these are different from any of the standards, the most stringent requirement shall apply.

8.2.5.2 Tele/Comm. Conduits/Cabling. Install 72 single-mode (10 microns) loose tube, type PE-90 fiber optic cable between Building 4853 to CM-9.

Extend 48 of these fibers from CM-9 to CM-10. Terminate all 72 fibers in cable at Building 4853 where directed by contracting officer. Coil 24 fiber cable in Manhole CM-9 for future fiber connections for new construction.

Coil 48 fiber cable in Manhole CM-10 for future fiber connections for new

(3)

(3)

FIRST FLOOR

100' - 0"

SECOND FLOOR

112' - 0"

T.O. ROOF

137' - 3"

A HB D GC FE

AE300

'-0

'-0

107' - 4"

T.O. CMU

METAL PANEL SIDING

10" INSULATED CMU

6" CONCRETE-FILLED STEEL

PIPE BOLLARDS, TYP.

SLOP

E = 3

:12

SLOPE = 3:12

119' - 5"

BEARING

SLOP

E = 3

:12

144' - 3 1/2"

FIRST FLOOR

100' - 0"

SECOND FLOOR

112' - 0"

28 6 5 4 379 2

AE300

23'-2" 23'-6" 23'-6" 23'-6" 23'-6" 23'-6" 23'-6" 23'-2"

TRANSLUCENT PANELS

STANDING SEAM

METAL ROOFING

12" INSULATED CMU

METAL PANEL SIDING

METAL PANEL SIDING

107' - 4"

T.O. CMU

'-0

10"…