11R006_Am6.pdf

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

Design Build HC-130J Aerospace Ground Equipment (AGE) Maintenance Facility, Davis Monthan AFB, AZ.

The purpose of this amendment is to:

1. See Attached (page 2)

2. Remove and replace SF1442

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

SEE ITEM #6USACE, Los Angels District CONTRACTING DIVISION, East Region Branch

P.O. BOX 532711

LOS ANGELS, CA 90053-2325

CODE

W912PL

FACILITY CODE

1 2

0006 16 Feb 2011

W912PL-11-R-0006

21 DEC 10

W912Pl-11-R-0006 Amendment No. 6

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, Pgs. 6,8,11,12,14, 01 01 00, Pgs. 6,8,11,12,14, 16,29,102,114 16,29,102,114 01 01 20,P Pgs. 3, 4 01 01 20, Pgs. 3, 4 APPENDIX “A”, Entire Document APPENDIX “A”, Entire Document

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

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)

AMEND 0006

X

W912PL-11-R-0006

X

21 DEC 10 1 OF 2

W912PL

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd, Suite 1440 P. O. Box 532711, Los Angeles, CA 90053-2325

See Item 7

Christina M. Chavez 213-452-3246

Design Build HC-130J Aerospace Ground Equipment (AGE) Maintenance Facility, Davis Monthan AFB, AZ.

Design and Construct a new HC-130J AGE Maintenance facility with structural metal and split face block exterior, reinforced concrete foundation and floor slab, structural steel frame, and standing seam metal roof. Provide a 5-ton bridge crane and an estimated 60 ton air conditioning system. Sustainable Design and Development (SDD) and Energy Policy Act of 2005 (EPAct05) features will be provided. This project will comply with DOD Anti-Terrorism/Force Protection requirements per UFC 4-010-01 and be LEED Silver Certifiable under the USGBC LEED-NC Rating System. Sustainable principles, to include Life Cycle cost-effective practices, will be integrated into the design, development and construction of the project in accordance with Executive Order 13423 and 10 USC 2802 (c).

COMPETITIVE RFP – 100% Small Business Set Aside BEST VALUE: LOWEST PRICED TECHNICALLY ACCEPTABLE (LPTA). Estimated cost range of the project is Between $1,000,000 and $5,000,000.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DESIGNATED GOVERNMENT POINT OF ENTRY (FBO.gov) FREQUENTLY FOR ANY AMENDMENTS OR CHANGES TO THE SOLICITATION.

ALL OFFERORS ARE ADVISED THAT THIS PROCUREMENT MAY BE DELAYED, CANCELLED OR REVISED AT ANY TIME

DURING THE SOLICITATION, EVALUATION AND/OR FINAL AWARD PROCESS.

10 *See 00800

X X *Section 00800

X 10

3 2 PM

23 FEBRUARY 2011

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

AMEND 0006

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

01 01 00-6

Amendment No. 6 path indicated on the drawings, and the photovoltaic area parking area shall be constructed of Portland Cement Concrete. The portion of Ramsgate Road adjacent to the project site shall be removed and replace reconstructed as part of this project.

3.3.3 Fuel Tank and Station. A Fuel Storage Tank and Fuel Station will be installed as part of this project. The base bid will provide a single 4,000 gallon JP8 above-ground double-walled storage tank to be located outside of the 33’-0” stand-off distance. The base bid will also include the installation of a concrete island and a single dispenser with dual hoses and the installation of stubouts required for a future additional tank and dispensers. The island and dispenser will be covered per the conceptual drawings. The dispenser shall be standard diesel-type fuel dispenser with a flow rate of 10 to 20 gpm. The dispenser shall be equipped with a standard counter/totalizer and does not require a control system (card or key lock).

The fuel tank does not require a tank monitor , but rather a direct-reading dial guage that shows JP-8 gallons in the tank. Spill containment is required around the fill hatch. As a bid option, a single 12,000 gallon tank will be provided in lieu of the 4,000 gallon tank. As part of that same bid option, two additional dispensers each with two hoses will be provided. If this bid option is not awarded, an 8,000 gallon tank and two dispensers with two hoses each will be provided in the future. The area adjacent to the tank must be concrete and the tank(s) must be protected by bollards. There is a line-of site requirement for filling of the tanks from the delivery truck so the tanks cannot be screened. Reference UFC 3-460-01 for additional requirements.

3.4 Project Site Survey. The Offeror will be responsible for obtaining a current survey for the site. The survey shall be performed and approved by a licensed professional surveyor licensed in the state of Arizona. The survey shall include topography of the site, surface features of the site (walks, parking lots, utility poles, transformers, valves, manholes, landscaping, etc.) and underground utilities. It is the selected Offeror’s responsibility to ensure that the survey is accurate and to ensure that the areas surveyed encompass all areas required for the design and construction of all features included within the scope of this project. It is the responsibility of the selected Offeror to generate mapping to complete the design of this project.

The gathering of topographic and planimetric map data shall be accomplished by field methods, using Global Positioning System (GPS), total station methods, or a combination thereof. The mapping shall comply with http://www.hnd.usace.army.mil. Horizontal control, vertical control, and grid system for all new survey and design mapping generated for this project shall comply with publication 07-105 GeoBase Survey, Davis-Monthan Air Force Base, Arizona.

3.4.1 EM 1110-1-1002, Survey Markers and Monumentation.

3.4.2 EM 1110-1-1003, NAVSTAR Global Positioning System Surveying.

3.4.3 ER 1110-1-8156, Policies, Guidance and Requirements for Geospatial Data and Systems.

3.4.4 TL 1110-1-183, Using Differential GPS Positioning for Elevation Determination.

3.5 Site Demolition. The site shall be cleared as indicated in this section. Rubble and debris resulting from the demolition process shall be removed from the site. Holes or depressions in the ground resulting from demolition operations shall be filled with satisfactory materials and graded to drain in accordance with specification UFGS Section 31 00 00 - EARTHWORK, and the Appendix, Revegetation and Erosion Control. The Offeror shall be

(6)

(6)

(6) (6)

01 01 00-8

Amendment No. 6 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. The facility siting shall meet all applicable requirements stated in the UFC 4-010-01.

3.7.4 Facility Entrances. The pedestrian entrance to the building from outside the controlled flightline area shall be through a controlled access gate to be installed through the new flightline fence. Vehicular access to the building will be restricted to Government vehicles. The vehicles will access the site through two new entrances off of Ramsgate Road. At no time during construction shall access along Ramsgate Road be restricted.

3.7.5 Pavement Marking. Access roads, parking spaces, and pedestrian crosswalks shall be properly striped to define driving areas, parking spaces, crossing areas, and no-parking areas. Pavement markings shall be in accordance with specification UFGS Section 32 17 24.00 10 - PAVEMENT MARKINGS. Striping at the Government-Vehicle parking area shall comply with DMDCG Section 4.1.6 and DMDCG Detail DMC009, Standard Parking Detail.

3.7.6 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 can not 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.

3.7.7 Roof Structure and Photovoltaic Array - Bid option. A Roof structure mounted 12’ above the ground on columns with a photovoltaic array mounted on the roof over the hardstand area. These roof structures shall act as shading devices for the equipment parked on the hardstand.

3.7.8 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.

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

01 01 00-11

Amendment No. 6

Engineering Design and Flood Plain Management. Retention ponds shall not be a permanent pool and shall either discharge to a natural/historic point of drainage outflow or must percolate into the soil. All runoff must be discharged from the pond or percolated into the soil within 12 hours after the completion of the storm event and within 24 hours on consecutive days with storm events. Discharge to a natural/historic point of discharge shall be coordinated with Davis-Monthan Air Force Base Civil Engineering Departmatn. discharge into the existing underground storm drainage system or to a natural/historic point of drainage outflow. 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 system 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 located within 10m (33 ft) of a building and 4.6m (15 ft) from the new pavement. Runoff not captured by the pond shall follow the existing drainage patterns of the site. Locations where runoff enters or exits (overflow weirs) the pond shall be protected from erosion.

3.19 Utilities. Utility services are available and are adjacent to the site. Utility connections shall be provided for the building as required below. Valves shall not be buried. They shall have valve boxes which extend to finished grade. New gas service lines shall be connected to the main lines by hot tap per DMDCG Section 4.7.4. New water service line connections to mains shall be pressure or hot-tap, with service valve at or near connection to main in accordance with DMDCG Section 4.7.2. Interruption of utility services to adjacent facilities including gas, water, electrical, and sanitary sewer shall be minimized during construction and shall be coordinated with the base through the Contracting Officer. The Offeror is responsible for all fees and permits associated with utility interruptions and new utilities for this project. Minimum notification time for required outages shall be 21 calendar days. The Offeror is responsible for relighting all pilot lights affected by any service interruptions required for construction of this project. All road crossings by utility lines shall be bored and sleeved with schedule 80 PVC or 6 mm (1/4 in) wall steel pipe.

Utilities shall not cross roads by open cut without approval of the base through the Contracting Officer. Utility entrances to the building (i.e., meters, fire department connections, etc.) shall not be located near the main entrance to the building and shall not be highly visible from the main entrance. Utility meters, etc., shall be concealed on all four sides with screen walls and landscaping. All utility meters shall be fully reportable and shall meet the requirements of the DMDCS. Refer to the Electrical portion of Section 01 01 00 for information on new communication and electrical items. In accordance with DMDCG Section 4.1.3 when a new paving requirement is requested an allowance should be provided for conduit to be installed underground, whether or not it is required at the time. Provide two to four, 4-inch Schedule 40 spare conduits. This will allow for the future placement of electrical wiring, irrigation systems, or other requirements without disrupting the new pavement.

3.19.1 Existing Utilities. Available base utility data is included in the utility plan provided. It shall be the responsibility of the Offeror to

01 01 00-12

Amendment No. 6 verify the existence, location, size, depth and condition of the utilities.

The Offeror shall notify the Contracting Officer if discrepancies or adverse conditions in the existing utilities are found. The Offeror shall take all precautions necessary to ensure that existing utility lines to remain are not damaged during the construction process. Existing utility lines damaged during construction shall be replaced in-kind, at no expense to the Government. The Offeror shall raise/lower existing utility manholes as required to accommodate new construction grades. Existing utility manholes and covers not previously subjected to vehicular traffic shall be replaced/modified as required to accommodate applicable traffic loads associated with the new development of this project. Refer to the Electrical portion of Section 01 01 00 for information on existing communication and electrical items.

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 Offeror 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, shall be utilized for service connection. 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

01 01 00-14

Amendment No. 6

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 Appendix:: This information shall be used for sizing the domestic water and fire demand lines.

A preliminary fire flow test has been performed. It is the Offeror’s responsibility to determine the needs of fire pumps based on this data. The fire test results are as follows:

Date of Test: 6/10/10

Hydrant Static (PSI) Residual (PSI) Pitot (PSI) Flow (GPM @ 0.9 orifice factor) 209 - - 32.0 949 210 45 42 -

3.19.3.9 Water Line Materials. Allowable pipe materials, fittings, and joints shall be as indicated in the Davis-Monthan Design Compatibility Standards (DCS). Water service piping shall be even sizes only per the DCS.

Water lines shall comply with the requirements and standards in specification UFGS Section 33 11 00 - WATER DISTRIBUTION SYSTEM. SDR 21 and 26 PVC pipe is not acceptable.

3.19.4 Sanitary Sewer. See the site utility plan, provided by the government for information on the existing sanitary sewer system at the site.

Sewer line relocations shall be done in such a manner as to not disrupt service to other buildings. A minimal connection shutdown may be allowed provided that it occurs when occupants are least likely to be in the building.

3.19.4.1 Sanitary Sewer Laterals. A sanitary sewer lateral(s) shall be provided for the building. The lateral(s) shall be designed in accordance with Unified Facilities Criteria (UFC), 3-240-07FA, Sanitary and Industrial Wastewater Collection - Gravity Sewers except that the minimum velocity at the peak diurnal flow rate (QPD) shall be at least 0.76m (2.5 ft) per second.

The diameter of the new sanitary sewer lateral(s) shall not be less than 152 mm (6 in). The lateral(s) shall be connected to an existing manhole or a new manhole shall be provided at the connecting point if not connected to an existing manhole. A manhole shall be installed at any change in alignment of the lateral, whether horizontal or vertical, except that one change in alignment is allowed within 3m (10 ft) of where the line(s) exits the building when a cleanout is installed at the change of alignment. Existing on-site manholes shall be raised, if required, to meet the new finished grade of the site.

(6) (6)

01 01 00-16

Amendment No. 6 manufacturers include Sensus and Roots. Rotary/turbine gas meters should be temperature compensated.

3.19.5.5 Gas Line Materials. Allowable pipe sizes, materials, fittings, and joints shall be as indicated in DMDCG Section 4.7.4. Gas lines shall comply with the requirements and standards in specification UFGS Section 33 51 03.00 10 GAS DISTRIBUTION SYSTEM. Polyethylene pipe shall be SDR 11. In addition to the required plastic ribbon tape, an insulated, #12 awg, solid tracer wire shall be installed along the top of all new underground gas piping.

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

01 01 00-29

Amendment No. 6

Specifications And Construction Document Standards

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

5.2.31 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’s, bicycles, privately owned vehicles parked outside the flight line fence, and by walking from other nearby facilities. Exterior paved spaces and vehicular circulation shall be provided for full GOV and AGE equipment access to the facility, the storage areas, and the fueling station.

Paved stoops and access shall be provided for all overhead doors, exit doors and exterior mechanical or electrical equipment room doors. Concrete hardstand for equipment storage is to be provided. priced as a bid option. A photovoltaic array, mounted mounded 12’ above the ground on columns and a roof structure, over the hardstand area is also to be priced as a bid option.

These photovoltaic’s shall act as shading devices for the equipment parked on the hardstand.

5.4 Internal Activities. The PR AGE Maintenance Facility has approximately 20 personnel working in the facility on a daily basis. The main function of this facility is to maintain the AGE equipment associated with the PR mission. A small administration area is required for the Section Leader and NCOIC. Parts and tools will be stored in a central secure bench stock area and are issued on an as needed basis through a check-out window. The maintenance bay is drive through for convenience. An outside drive through wash rack is provided attached to the building and adjacent to the covered storage areas.

5.5 Space Adjacencies. Floor plan adjacencies shall be developed based on the floor plans included in this RFP, the room data sheets included in an appendix to this document, 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 provisions for properly sized utility spaces such as mechanical, electrical, and communications rooms.

5.5.1 Mechanical Rooms. Mechanical rooms shall be located on an exterior wall but not too close to the front entry.

5.5.2 Communication Rooms. Verify with the 355CS that the Comm Room Location meets the requiremements for size, location of exterior only access, and adequate to meet maximum communications line/cable runs throughout the facility.

5.6 Space Allocations. Individual space allocations shall be based on the floor plans and the room data sheets included as an appendix in this RFP.

The Gross Building Area shall not exceed the 1,022 square meters stated in the 1391.

01 01 00-102

Amendment No. 6

7.10 Fire Suppression

7.10.1 References. (All NFPA references used shall be latest available edition.)

7.10.1.1 NFPA 13 - Standard for the Installation of Sprinkler Systems

7.10.1.2 NFPA 20 - Installation of Stationary Pumps for Fire Protection

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. 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 adjacent to the site is indicated in paragraph 3.19.3.8.at the site is 54 psi static pressure, and 45 psi residual pressure at a flow rate of 960 GPM. 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.

01 01 00-114

Amendment No. 6

Secondary ducts shall be buried at a depth of 24” minimum. Poles for pole mounted lights shall be round.

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 Davis-Monthan Design Compatibility Guidelines (DMDCG).

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 AGE Maintenance Facility. The Offeror shall field verify the existing communication manholes numbers, and familiarize themselves with the existing communication system in this area. Install 2-4 inch concrete encased conduits between Manhole MH-9 and AGE Facility communication Room.

Install 4-1 inch innerduct cells in one of the 4 inch conduits. 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 coordinated with Cox Communications and shall be submitted to the Contracting Officer for 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 inch min. when using same trench, for electrical services such as telephone (VoIP), 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 Government Telephone System Service Entrance. Install a 25 twisted pair cable (#24 AWG copper, PE-89 type telephone cable, rated for CAT-3 service, the cable shall have an outer jacket overall and shall be rated for exterior and wet location duty), from the telephone backboard in the communication room in the AGE Maintenance Facility to Manhole CM-9. CMH-10.

In the communication room in the AGE Maintenance Facility, terminate the 25

pr. cable on gas-protector 188 blocks. In CM-9MH-10 splice 25 pair cable to 300-pair cable.

01 01 20 - 3

Amendment No. 6 are included. In addition, the quality control procedures used shall include the testing and quality control requirements given in the Quality Assurance/Quality Control found in Section 01 45 01 QUALITY CONTROL. The Contractor shall not alter specifications Section 00800 SPECIAL CONTRACT REQUIREMENTS or any Division 01 specifications during the design process.

These shall be submitted verbatim with the Final, Corrected Final, and Construction Set specifications.

2.8.1 SpecsIntact. All specifications shall be edited in SpecsIntact. The SpecsIntact software is a Government specification editing system and is available without charge at the following NASA website:

http://specsintact.ksc.nasa.gov/. SpecsIntact shall be utilized for all review submittals, both hard copy and electronic. Marked-up specifications shall be printed directly from SpecsIntact with tags off and notes and editing shown. Handwritten marked-ups of the specifications will not be accepted.

2.8.2 Unified Facility Guide Specifications (UFGS). The Contractor shall obtain the latest Unified Facilities Guide Specifications, except structural specifications and any pre-edited specifications provided in the APPENDIX, from the Whole Building Design Guide (WBDG) website:

http://www.wbdg.org/ccb/browse_org.php?o=70. Structural specifications shall be downloaded from the Albuquerque District website. See Section 01 01 00 DESIGN REQUIREMENTS, STRUCTRUAL DESIGN for instructions.

2.9 Color Boards. Color/finish boards shall be in accordance with the Davis Monthan Design Compatibility Standards and the USACE requirements for color boards.

2.10 Electronic Data Deliverables. Electronic files for Preliminary, Final, and Corrected Final review drawings shall be submitted in MicroStation™ V8.

Construction drawing electronic files shall be submitted in MicroStation™ V8 and AutoCAD™ Version 2008. Specifications shall be delivered in SpecsIntact.

Design Analysis shall be delivered in Microsoft MS Word 2003. The contractor shall provide, digitally printed full size, PDF versions of all electronic data for all deliverables. Electronic data deliverables shall be on compact disk.

2.11 Certification of Computer Media: Certification of Computer Media shall be in accordance with the Appendix, DRAFTING STANDARDS.

2.12 RMS Requirements. The Contractor shall use the Government furnished Resident Management System (RMS) software module entitled Quality Control System (QCS) (see Section 01 45 02 QUALITY CONTROL SYSTEM (QCS)) to create the Submittal Register during the design phase of this contract. The data generated by the Contractor during the design phase will be used by the CQC manager in the construction phase of the project.

2.13 Comprehensive Interior Design (CID). The CID shall be accomplished by a registered Interior Designer and follow the requirements in the Appendix.

The CID shall specifically provide a design of furnishings (furniture, workstations, wall hangings, waste receptacles, plants, and other similar

01 01 20 - 4 items which are not physically attached to the facility) for all office space s (open and closed) and the lobby areas.

2.13.1 Programming Study. The Interior Designer shall be required to perform a programming study to identify CID requirements from the User. The study shall include, but will not be limited to, coordination of interviews through the Contracting Officer, verifying the number of required workstations, inventorying equipment and furnishings the User plans to move into the new facility, and documenting changes to the Contracting Officer.

2.13.2 Procurement Documents. The CID shall include a separate package for the Government to procure the systems furniture and furnishings. Procurement documents shall describe the items completely, give the manufacturers' names and catalog numbers, and GSA contract numbers (if applicable), and any applicable contract information. The procurement information shall give the room locations, quantity to purchase, unit cost, and the net costs. Catalog cuts or brochures shall be original manufacturers' publications; photocopies will not be acceptable. Furnishings shall be selected from Government sources to the maximum extent possible.

2.13.3 Cost Estimates. The CID shall include a cost estimate for all furnishings, including delivery and installation costs, and a cost estimate for installation of associated wiring for power, voice and data lines as shown in the voice and data plans of the CID.

2.14 Fast Track Design For Construction. The Contractor is encouraged to utilize fast tracking in design for construction whenever possible. The Contractor will be allowed to begin construction on any portion of the design scheduled for fast tracking that has been completed and accepted as a Corrected Final submittal. Opportunities for fast track design shall be identified by the Contractor, incorporated into the construction schedule in accordance with Section 01 32 01 PROJECT SCHEDULE, and submitted for approval. Fast track design shall, as a minimum, be distributed for 100% and Corrected Final review. The time established for Government review as stated in 00800 – SPECIAL CONTRACT REQUIREMENTS shall be maintained.

3. DESIGN SUBMITTALS:

3.1 General: The first submittal shall include the 60% Design. The second submittal shall include the Final Design. The third design submittal shall include the Corrected Final Design. The fourth submittal shall be the Construction Set. Further submittal clarification can be found in Section

01 01 00 DESIGN REQUIREMENTS.

3.2 Contractor Design Review. Contractor shall ensure that all design documents including all drawings and calculations are reviewed by registered senior engineers/architects in the required discipline, who are independent from, and not associated with, the design. These individuals may be associated with the organization that did the original design. See CESPD-R 1110-1-8, Quality Management Plan. All drawings and design calculations in the Design Analysis shall be co-signed by the independent reviewers. The independent reviewer shall submit within the Design Analysis a signed letter

Amendment No. 6

APPENDIX A

DESIGN COMPATIBILITY STANDARDS,

DAVIS-MONTHAN AIR FORCE BASE,

TUCSON, ARIZONA

DECEMBER 2007

Design Compatibility Guidelines

Davis-Monthan Air Force Base

Arizona

AIR COMBAT COMMAND

UNITED STATES AIR FORCE

DESIGN COMPATIBILITY

GUIDELINES

Davis-Monthan Air Force Base, Arizona

December 2007

Davis-Monthan Air Force Base Design Compatibility Guidelines

December 2007 Edition

Attention

The December 2007 edition of the Design Compatibility Guidelines reflects updates and revisions made to the October 2007 edition. For those familiar with or currently utilizing the October 2007 edition, refer to Appendix A for a summary of the additions, deletions, and revisions incorporated in the December 2007 document.

TABLE OF CONTENTS

1.0 Executive Summary

1.1 Scope of this Document

1.2 Base Mission and History

1.3 Davis-Monthan Style

1.4 Design Concepts

1.5 Design Requirements

1.6 Force Protection Design

1.7 Sustainability

1.8 Regional Setting

1.9 Character Areas (Zoning)

2.0 Planning

2.1 Building Siting

3.0 Architectural Standards

3.1 ACC Architectural Design Standards

3.2 Height/Massing

3.3 Roofs

3.4 Exterior Walls

3.5 Windows

3.6 Additions, Metal Buildings, and Temporary Structures

3.7 Miscellaneous

4.0 Civil Engineering Standards

4.1 Streets/Parking

4.2 Site Lighting

4.3 Sidewalks/Curb and Gutter

4.4 Landscape Planning

4.5 Planting/Xeriscaping

4.6 Site Elements

4.7 Underground Utilities

5.0 Interior Design Standards

5.1 General

5.2 Interior Design Compatibility Concepts

5.3 General Finishes and Furnishings

6.0 Engineering Standards

6.1 Mechanical Design

6.2 Heating, Ventilation, and Air Conditioning

6.3 Plumbing Design

6.4 Electrical Design

6.5 Fire Protection

6.6 Miscellaneous

6.7 Submittals and Deliverables

Appendices Appendix A: What’s New Summary: October 2007 Design Compatibility Guidelines Updates

Appendix B: Base Map/Character Areas

Appendix C: HVAC Matrix

Appendix D: Policy Letters

TABLE OF CONTENTS

Appendix E: Product Alternatives

Appendix F: Landscape Plant List

Appendix G: Davis-Monthan AFB Standard Details for Construction

Appendix H: Design Criteria for Pre-Wiring and other Telecommunications Systems

Appendix I: Sample Specification Section 01010 – Summary of Work

Appendix J: Specification Section 01101 – Design Compatibility Guidelines

Appendix K: Specification and Performance Guideline – Door Hardware

Appendix L: Installation Energy Management

Appendix M: Civilian Contractor Environmental Guide

Appendix N: Code Research Supplement

Appendix O: Reference Sources/UFC’s

Appendix P: Acknowledgements

SECTION 1.0

Executive Summary

SECTION 1.0 Executive Summary

Design Compatibility Guidelines—Davis-Monthan AFB, AZ 1.1

1.1 SCOPE OF THIS DOCUMENT

The following Design Compatibility Guidelines (DCG) outlines a consistent level of quality and style for all facilities at Davis-Monthan AFB. These standards provide a reference for everyone involved in base planning, design, and construction.

Davis-Monthan AFB is located in Pima County, Arizona within the city limits of Tucson in a high altitude, desert environment. Responding to this harsh climate, many buildings on base are influenced by traditional Southwestern desert architecture, using courtyards, thick walls, deeply recessed windows, wide overhangs, trellises, and other shading devices. Existing architectural influences off base are minimal.

The Davis-Monthan style will continue to reflect this Southwest influence: horizontal emphasis in building massing and fenestration, simple, rectangular volumes, low sloped roofs, earth-tone masonry, metal roofing, and use of various traditional and non-traditional shading elements.

All designs must meet but are not limited to the codes referenced in the following sections:

CIVIL, ARCHITECTURAL, INTERIORS AND

ENGINEERIING STANDARDS.

All individuals involved in base planning, design, and construction must use these Design Compatibility Guidelines. The success of any design standard is dependent upon implementation and enforcement. It is the responsibility of each design professional working at Davis-Monthan AFB to adhere to the design framework presented here.

Perhaps more importantly, it is the responsibility of the reviewing agencies and the contracting officer, particularly at the base level, to enforce the guidelines. A collective commitment to understand and abide by the guidelines is necessary to achieve the goals desired.

All associate units at Davis-Monthan AFB are required to comply with the architectural, landscape, exterior signs, and engineering sections of this document.

The Chief Engineer or ACC Command Architect must approve any deviations from standards listed in this document. Waivers to these standards may be requested through the Base Civil Engineer.

The following illustrates procedures for using this document.

1.1.1 Intended Users

Improving the visual environment at Davis- Monthan AFB will require a consistent, determined approach, creative problem solving, and quality design. Two essential ingredients for success are concerned and enlightened clients and sensitive, responsible design professionals. The multiple users of these guidelines will range from independent architects and engineers to Air Force, military, and civilian personnel, including facility managers, responsible for planning, design, and maintenance activities at Davis-Monthan AFB. This document is intended to respond to the diversity of backgrounds and different areas of focus of base personnel and design professionals who will mutually implement the Design Compatibility Guidelines (DCG)

1.1.2 Instructions for Use

There is a critical sequence of tasks, or decisions, to be made when the DCG is being used for developing or evaluating design work. The following summarizes this series of tasks:

TASK ONE—Read and understand all of the background information in the DCG.