R0006.pdf

W68MD952881561

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912DW-16-R-0001 FY15 NICoE Satellite Site at JBLM, WA

(See continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 24-Nov-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW-16-R-0001

X 9B. DATED (SEE ITEM 11)

30-Oct-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment 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.

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.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Nov-2015

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CECT-NWS

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-16-R-0001

CONTINUATION PAGE

1. This amendment six (0006) provides for the following:

a. Revision to Section 00 73 00-A, Index of Drawings to reflect revisions to the following drawings:

C-003 Existing Conditions;

C-102 Site Plan;

C-103 Grading & Storm Drain Plan;

C-104 Utility Plan;

E-102 Electrical Site Plan; and T-001 Telecommunications Legend, Abbreviations, & General Notes

b. Revision to Section 01 10 00 Statement of Work, paragraph 6.4.12.9 Topsoil.

2. The proposal submittal time and date of December 1, 2015 at 1:00:00 p.m. LOCAL TIME remains the same.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

01 10 00 – (revised) 00 73 00-A (revised) Drawings as indicated (revised)

PN 81627 - FY15 NICoE Sattelite Site - Site Work 15018 Joint Base Lewis-McChord, WA W912DW-16-R-0001

00 73 00-A - 1 R0006

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING RECORD FILE NO. 20s/550-10-01, DATED: 11 SEP 2015

PAGE SHEET# SHEET TITLE REVISION DATE

GENERAL

1 G-001 COVER SHEET & INDEX OF DRAWINGS

GEOTECHNICAL

2 B-101 BORING LOGS

CIVIL

3 C-001 LEGEND, ABBREVIATIONS, & GENERAL NOTES

4 C-002 HAUL ROUTE

5 C-003 EXISTING CONDITIONS R0006 24 NOV 2015

6 C-101 DEMOLITION PLAN

7 C-102 SITE PLAN R0006 24 NOV 2015

8 C-103 GRADING & STORM DRAIN PLAN R0006 24 NOV 2015

9 C-104 UTILITY PLAN R0006 24 NOV 2015

ELECTRICAL

10 E-001 ELECTRICAL LEGEND, ABBREVIATIONS, & GENERAL NOTES

11 E-101 ELECTRICAL DEMOLITION PLAN

12 E-102 ELECTRICAL SITE PLAN R0006 24 NOV 2015

13 E-501 ELECTRICAL DETAILS 1

14 E-502 ELECTRICAL DETAILS 2

15 E-503 ELECTRICAL DETAILS 3

16 E-504 ELECTRICAL LIGHTING DETAILS

TELECOMMUNICATIONS

17 T-001 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS, &

GENERAL NOTES

R0006 24 NOV 2015

18 T-101 TELECOMMUNICATIONS GENERAL SITE PLAN

19 T-102 TELECOMMUNICATIONS SITE PLAN 1

20 T-501 TELECOMMUNICATIONS DETAILS 1

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National Intrepid Center of Excellence (NICoE) Satellite Site

SECTION 01 10 00 Page 1 R0006

1.0 PROJECT OBJECTIVES

The objective of this Design-Build project is the design and construction of the site work, supporting infrastructure, and site features for the National Intrepid Center of Excellence (NICoE) Satellite Facility at Joint Base Lewis-McChord. The NICoE Satellite Facilities provide services to Service Members with a history of complex and co-existing medical conditions such as post-concussive symptoms, traumatic brain injury and behavioral health symptoms including Post-Traumatic Stress Disorder, pain, and/or other related co-morbidities. NICoE Intrepid Spirits provide evidence-based interdisciplinary assessment and intensive outpatient care for service members. This facility will serve as a center of excellence and provide comprehensive services in one main location. The building will be designed and constructed by others under a separate contract; it is not part of this project.

This project will bring the required utility support to within the five-foot line of the building. Supporting facilities include site development, utilities and connections, exterior lighting, parking, pathways and sidewalks, pavement, curbs and gutters, storm water management, information systems, landscaping, and signage. A concept site layout is provided for design and development purposes. The project site shall be developed for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the installation as a whole.

Requirements stated in this contract are minimums. Innovative, creative, and life-cycle, cost-effective solutions which meet or exceed these requirements are encouraged.

2.0 SCOPE

2.1 TERMINOLOGY

Construction of the NICoE Satellite Facility is divided into two separate design-build contracts. Unless noted otherwise, the term “Contractor” refers to the Contractor. The term “Building Contractor” is used to distinguish those portions of the work that are described here for coordination purposes, but are not included in this work. The Building Contractor, Smith Group JJR, will be the Designer of Record (DOR) and Construction Manager for the building portion of the work. These documents describe the scope of work for the design and construction of the site portion of the work for the Contractor to be determined. Also see Appendix F - DEMARCATION MATRIX for additional information regarding the coordination of work between contractors.

2.1 GENERAL

The Contractor shall provide the design and construction of the functional and technical requirements necessary for the site to include, but not limited to, fill material, storm water infiltration, grading, soil compaction, pavement, erosion control measures, parking areas, electrical equipment, underground conduit, piping, and utility service lines and connections (electrical, communications, cable, water, SECTION 01 10 00 Page 2 R0006 sewer, storm, gas, mechanical) for the new National Intrepid Center of Excellence (NICoE) facility. The site planning and site civil, utilities, paving, storm water prevention plan (within the limits of construction), and landscaping design shall conform to the RFP project requirements including the publications referenced and the UFGS Guide Specifications referenced herein. The Contractor shall prepare site layout, grading and drainage, utility plans, and specifications, as well as construct the site and site utility features for the NICoE Facility.

The NICoE facility location is within the construction limits for this project. The Contractor shall coordinate the site design and development through the Contracting Officer’s Representative (COR).

The limits of construction are shown on the drawings provided in Appendix B.

Site development shall comply with applicable local, state, and national codes as well as Uniform Facilities Criteria (UFC) and Joint Base Lewis-McChord (JBLM) requirements. A geotechnical report is provided in Appendix A. Any additional geotechnical investigation shall be the responsibility of the Contractor.

Coordination with the building design shall be required to achieve Leadership in Energy and Environmental Design (LEED) certification. Coordinate with contractors of overlapping and adjoining construction to avoid conflicts and to construct a complete, integrated, and useable project.

2.3 SITE

The project site is located adjacent to the Madigan Army Medical Center on JBLM and bounded by Dearborn Avenue on the northwest, 5th Street on the southwest, and Gardner Loop Road on the southeast. The current temporary facility on the site, Building #09031, will be demolished under the installation funded Facility Reduction Program (FRP). The existing facility demolition will include removing the utility service connections from the building and capping at the nearest connection. All other utility demolition will be included in this Contract, as shown on the plans.

The primary environmental concern with the site is that it lies within the area of the Tacoma Smelter Plume. For almost 100 years, the Asarco Company operated a copper smelter in nearby Tacoma, WA.

Air pollution from the smelter settled on the surface soil over more than 1,000 square miles of the Puget Sound basin. Arsenic, lead, and other heavy metals are still in the soil as a result of this pollution. For additional requirements related to soil, refer to Appendix E.

Approximate areas available:

NICoE Facility: 0.575 acres

NICoE Site: 5.2 acres

2.4 DEMARCATION MATRIX

SECTION 01 10 00 Page 3 R0006

Refer to Demarcation Matrix in Appendix F.

2.5 GOVERNMENT-FURNISHED GOVERNMENT-INSTALLED EQUIPMENT

No government-furnished, government-installed (GFGI) equipment is included in this RFP.

2.6 FURNITURE REQUIREMENTS

No furniture requirements are included in this RFP.

3.0 FUNCTIONAL AND AREA REQUIREMENTS - SITE ONLY

3.1 GENERAL

The Contractor is responsible for the site design and shall design the entire site for the new NICoE facility including, but not limited to, site layout, grading & drainage, utility plans, and specifications. The Contractor shall also construct the site and utility features for the NICoE Facility Building to be constructed under a separate contract. A concept site layout is provided in Appendix B Drawings. The building footprint is shown on the proposed location based on information received from the Building Contractor, Smith Group JJR.

Field verify the topographic survey data and the utilities. Notify the COR of any discrepancies that require resolution. Obtain additional survey information that may be required to complete the design and construction of the site. Any additional survey information shall be at the Contractor's expense and will not be compensated by the Government. See the proposed Demarcation Matrix in Appendix F for further information of site completion conditions for each phase of construction.

The Contractor shall provide electronic design files (CADD/GIS) for the site as part of their design and construction responsibilities. See Section 01 33 22 CONSTRUCTION PHASE CAD REQUIREMENTS for additional information. The electronic files shall follow the coordinate system utilized in the government furnished survey, and must be included as an as-built condition. The Government furnished survey horizontal and vertical control for the project complies with USACE standards as outlined in EM 1110-1-8005, Table 201, Military Construction, Building or Structure Design. Horizontal control is based on Washington State Plane Coordinate System, South Zone, NAD-83/91. Vertical control is based on NAVD 88. The survey was performed using English units in survey feet.

3.2 TECHNICAL REQUIREMENTS

The concept site plan is provided for the bidder’s use in preparing their proposal and the design drawings for the project. The Contractor shall submit a final site design for approval. No site construction will be allowed until the site plan is approved by the COR, with the exception of clearing and grubbing and the implementation of Storm Water Pollution Prevention Plan (SWPPP) measures.

SECTION 01 10 00 Page 4 R0006

Requirements within this paragraph are further defined by requirements in Paragraph 5 GENERAL TECHNICAL REQUIREMENTS. Refer to Paragraph 6 PROJECT SPECIFIC REQUIREMENTS for additional JBLM specific requirements related to all functions within this paragraph.

3.2.1 EQUIPMENT PADS & ENCLOSURES

The dumpster and transformer pads and enclosures are part of the Building Contractor’s work.

Coordinate locations with the Building Contractor.

3.2.2 VEHICLE CIRCULATION

Design shall comply with UFC 3-201-01 Civil Engineering.

3.2.2.1 Access Drives and Parking

Geometric design of access drives and parking lots shall conform to the Unified Facilities Criteria (UFC) and JBLM Installation Development Plan. The access drives shall provide service to the trash dumpsters, privately owned vehicle (POV) area, drop off and parking area in front of the facility, and other building access points as required. Access/exit to these areas shall be provided from adjacent streets.

POV parking area access lanes and POV circulation lanes shall have a minimum width of 25 feet, back of curb to back of curb, unless otherwise indicated. Provide minimum aisle width of 25 feet for entrance drive aisles and aisles with end medians to allow for turn radius. Other access drives shall have a minimum width of 24 feet, edge of pavement to edge of pavement.

POV parking spaces shall be a minimum of nine feet wide by 18 feet long. Handicap Accessible parking spaces shall comply with the Architectural Barriers Act (ABA) and Unified Facilities Criteria (UFC).

3.2.2.2 Curbing

Provide 6-inch high and 18-inch wide concrete curb and gutter.

3.2.2.3 Vehicle Crash Barriers

Provide vehicle crash barriers at emergency vehicle and service drives. The vehicular crash barriers shall be removable bollards. Bollards shall meet JBLM Installation Development Plan (IDP) requirements as well as ATFP requirements. Refer to UFC 4-010-01. Provide a JBLM approved removable bollard storage box at vehicle barrier locations. Coordinate key location for bollard storage boxes with the COR. Provide a ground cover plate for each removable bollard, rated for H20 vehicle load. The bollard shall be designed for ease of lifting by a single person.

Provide ATFP measures in accordance with the applicable criteria.

SECTION 01 10 00 Page 5 R0006

3.2.3 STORM WATER MANAGEMENT AND EROSION CONTROL

Refer to Paragraph 6 PROJECT SPECIFIC REQUIREMENTS, Paragraph STORM WATER MANAGEMENT (SWM) SYSTEMS for applicable stormwater requirements.

3.2.4 PAVEMENTS

Minimum pavement sections and design requirements are provided in the Government Geotechnical Report in Appendix A. The Contractor is responsible for developing the final pavement designs.

However, it is required that the Contractor’s final pavement sections meet or exceed the minimum pavement design sections specified by the Government Geotechnical Report, to include pavement layer minimum thicknesses and materials. To that end, the Contractor shall use the subsurface conditions, and laboratory and in-situ testing data provided in the Government Geotechnical Report, as well as any supplemental subsurface investigations and testing performed by the Contractor or their associates, and any supplemental information regarding traffic loading conditions and requirements (beyond that provided in the RFP) to develop the final pavement designs. The Contractor shall use the United Facilities Criteria (UFCs) cited in the Government Geotechnical Report as well as Pavement- Transportation Computer Assisted Structural Engineering (PCASE) software to develop the final pavement designs, available at: https://transportation.wes.army.mil/pcase/. The Contractor shall employ a registered Professional Engineer (PE) licensed in the State of Washington, to develop the final designs for the rigid and flexible pavements.

The access drive aisles, roads, and parking spaces shall be flexible pavement. The trash/recycle dumpster pad and the electrical/mechanical pad shall be rigid pavement. Pavements for roads, streets, parking, and access drives shall be designed in accordance with UFC 3-250-01FA and JBLM installation requirements. The pavement designs shall be based on a 25-year design life with normal maintenance.

The final pavement design thickness shall be the larger of the calculated design thickness or the minimum design thickness as specified by the Government Geotechnical Report. Pedestrian non-reinforced concrete sidewalk pavement thickness shall have a minimum thickness of 4 inches over 8 inches compacted subgrade.

Service Drive and other truck traffic pavement areas shall be based on not less than the following traffic conditions: Two tractor-trailer (two 36-kip tandem axle and one 8-kip single axle) passes per week, one fire apparatus (one 23-kip tandem axle and one 54-kip single axle) per week, and two side loading refuse trucks (one 46-kip tandem axle and one 20-kip single axle) per week.

3.2.5 TRAFFIC CONTROL AND DESIGN

Maintain traffic during construction and provide and maintain traffic control devices in accordance with project guidelines, Washington State Department of Transportation (WSDOT) standards, and Manual on

SECTION 01 10 00 Page 6 R0006

Uniform Traffic Control Devices (MUTCD). A traffic control plan shall be submitted to JBLM Department of Public Works (JBLM-PW) for approval if roadways are to be closed or shutdown to one lane at any time during construction. Coordinate lane and road closures in advance, 14 days for single lane closures and 30 days for full road closures, with the COR and JBLM-PW Engineering. Coordinate with JBLM-PW 10 days prior to beginning work for approvals to proceed and Installation-specific policy and procedures.

3.2.6 SIDEWALKS

Design and construct all sidewalks in accordance with UFC 3-201-01. Provide fill, compaction, and preliminary grades for these sidewalks. The Building Contractor will provide sidewalks as required for pedestrians from the parking areas to the building. Repair sidewalks damaged by construction activities.

Walks subject to use by the physically handicapped shall meet the requirements of the Uniform Federal Accessibility Standards. Sidewalks parallel to buildings shall be located beyond the eave drip line and at least 5 feet from the foundation.

3.2.7 ANTI-TERRORISM FORCE PROTECTION (ATFP)

Standoff distances shall be in accordance with UFC 4-010-01. Building ATFP standoff distances shall be coordinated with the Building Contractor. The facility shall be located and designed in accordance with UFC 4-010-01 for a project within a controlled perimeter. The NICoE facility shall require a 58 foot standoff distance from the front curtain wall, south, and east sides of the building. A 30 foot standoff distance is permitted from the north side of the building that borders the parking lot, due to the mechanical room being uninhabited.

3.2.8 GRADING

Grading Requirements: The grading requirements for the JBLM NICoE Satellite shall be ABA compliant.

Finished Floor Elevations: The building's finished floor elevation shall be a minimum of 6 inches above the highest point of the adjacent outside finished grade, unless there is an overriding technical reason to deviate. The finished grade shall be sloped a minimum of 5 percent for the first 10 feet away from the building. The building's final finished floor elevation shall be established by the Contractor.

Turfed Areas Adjacent to Building: Outside finished grade shall slope away from the building at a 5 percent grade for the first 10 feet. The 5 percent grade should be extended to 20 to 30 feet in areas with expansive soils. When site conditions require the use of steep slopes near buildings, a berm that is a minimum of 6 feet wide at a 5 percent grade shall be provided adjacent to the building. These requirements shall be indicated on the grading plan with critical spot elevations. All grading adjacent to the building shall be no steeper than 1 vertical in 5 horizontal. The Contractor is not responsible for the grading and turfed areas adjacent to the building. The Building Contractor will construct the building

SECTION 01 10 00 Page 7 R0006 pad and grading to the 20-foot line and coordinate with the Contractor. Refer to drawings in Appendix B for the Building Contractor’s construction boundary.

Lawn Areas: Lawn areas beyond the 5 percent finished grade stated above shall have one percent minimum slope and a maximum slope of 25 percent. If it becomes necessary to use slopes steeper than 25 percent, slope protection shall be provided. The type and amount of slope protection provided shall be based on the soil type, slope length, and aesthetic, environmental, and economic considerations.

Ditches and Swales: A minimum longitudinal ditch or swale gradient of 0.5% with an absolute minimum of 0.3 percent shall be used. Side slopes on ditches or swales shall be no steeper than 1 vertical on 2- 1/2 horizontal. Steeper slopes shall be paved. Turf reinforcement matting (TRM) in conjunction with velocity dissipation devices should be used in ditches that are subject to high shear stress from storm runoff. Erosion control matting or HDPE scour protection mats shall also be utilized as necessary to control erosion on slopes steeper than 4:1 horizontal to vertical.

Channels: The minimum gradient shall be 0.5 percent with an absolute minimum of 0.3 percent.

Access Roads & Driveway: The minimum gradient shall be 0.35 percent with a 1 percent minimum cross slope. Grade changes in excess of 1 percent shall be accomplished by means of vertical curves. The length of vertical curves shall be determined in accordance with the aforementioned AASHTO criteria.

Profiles are mandatory for vertical control of centerline gradients. Roads, streets and highways should be shown using of half plan/half profile type drawings.

Driveway crossings shall maintain the elevation of the sidewalk. Driveway aprons should not extend into the clear pedestrian travel zone where cross slopes are limited to a maximum of 2 percent; steeper driveway slopes are permitted in the furnishing and edge zones of the street side.

3.2.9 EARTHWORK

The Contractor shall employ a geotechnical engineer who shall be a registered Professional Engineer licensed in the state of Washington to perform the subsurface investigation, to develop earthwork and foundation recommendations, and design parameters on which to base the design. Final geotechnical engineering designs shall be in full compliance with the requirements specified by the Government Geotechnical Report in Appendix A.

Soil compaction shall be achieved by equipment approved by the Geotechnical Engineer. Soil materials shall be moistened or aerated as necessary to provide the moisture content that shall readily facilitate obtaining the compaction specified with the compaction equipment used. Each layer of structural fill and sub grades shall be compacted to the specified minimum percent of the Modified Proctor maximum density, determined in accordance with ASTM D1557. The Geotechnical Engineer shall inspect, evaluate, and approve all sub-grades for pavements, floor slab, and foundations prior to placement of

SECTION 01 10 00 Page 8 R0006 overlying construction materials. It is recommended that the structural fill and sub-grades be compacted to the following minimum percents of the Modified Proctor maximum dry density in accordance with ASTM D1557:

• Beneath sidewalks and grassed areas 85 percent

• Beneath shoulders 95 percent

• Beneath structures and building slabs, to 5 feet beyond building and structure line, around footings and in trenches 95 percent

• Beneath paved areas, except top 12 inches 92 percent

• Beneath paved areas, top 12 inches 95 percent

• Base course beneath paved areas 95 percent

The Geotechnical Engineer shall oversee and direct proof rolling operations (for subgrade suitability); fill placement and compaction operations, including associated soil properties, compaction, and field density testing; and footing inspections on a full-time basis. A USACE validated Geotechnical Testing Firm shall inspect, test, and document earthwork construction. The actual compaction requirements shall be specified by the Geotechnical Engineer.

Earthwork materials for the site design and construction shall meet the material requirements specified in the Government Geotechnical Report in Appendix A. It is recommended to use the UFGS Specification Section 31 00 00 EARTHWORK for this project.

3.2.10 CONSTRUCTION QUALITY CONTROL TESTING

Prior to initiating fill placement or compaction operations, representative samples of the soils which are to be used as structural fill or sub grade -- both suitable on-site soils and borrow material (borrow on the installation) -- shall be obtained and tested to determine their classification and compaction characteristics. The samples shall be carefully selected to represent the full range of soil types to be used. The moisture content, maximum dry density, optimum moisture content, grain size, and plasticity characteristics shall be determined. These tests are required to determine if the fill and sub-grade soils are acceptable and for compaction quality control of the sub-grades and structural fill. A minimum of nine compaction tests shall be performed on materials classified as satisfactory for use.

Tests for the above soil properties shall be in accordance with the following:

• Moisture Content ASTM D2216

• Maximum Dry Density and Optimum Moisture ASTM D1557

• Grain Size (Wash No. 200, w/o Hydrometer) ASTM D422 and ASTM D1140

• Plasticity ASTM D4318

SECTION 01 10 00 Page 9 R0006

A representative number of in-place field density tests shall be performed in the sub-grade of compacted on-site soils and in the structural fill and backfill to confirm that the required degree of compaction has been obtained. In-place density tests shall be performed in accordance with the sand cone method prescribed in ASTM D1556. In-place density tests shall be performed in the material and at the minimum frequency specified below:

MATERIAL TYPE LOCATION OF MATERIAL MINIMUM TEST FREQUENCY

Fill, embankments, and backfill

Beneath structures to 5 foot building line

One test per each increment or fraction of 2,500 square feet (sf)

Fill, embankments, and backfill

Beneath paved areas One test per lift per each increment or fraction of 2,500 sf

Fill, embankments, and backfill

All other areas One test per lift per each increment or fraction of 2,500 sf

Subgrade Under building slabs One test per each increment or fraction of 2,500 sf

Subgrade Beneath paved areas, excluding roads

One test per each increment or fraction of 2,500 sf

Subgrade Beneath roads One test per each increment or fraction of 100 linear feet (lf)

Subgrade Beneath footings One test per every fifth column footing and for each increment or fraction of 100 lf of wall footing

Backfill Utility trenches beneath roads and paved areas

One test per each increment or fraction of 100 lf per foot of depth of backfill

Backfill Utility trenches beneath grassed areas

One test per each increment or fraction of 100 lf per 2 feet of depth of backfill

Fill, embankment, and Areas compacted by hand- One test per foot of depth per each

SECTION 01 10 00 Page 10 R0006 backfill operated compaction equipment other than utility increment or fraction of 250 sf, or for each 100 lf of long narrow (less than 3 feet wide) fills

Areas that do not meet the required compaction criteria shall be reworked and retested. If the moisture content of the soil is within the recommended range, additional compaction may be all that is necessary to increase the density. If the moisture content is not within the recommended range, then the moisture content shall be adjusted to within the range and the area re-compacted.

All laboratory and field density testing shall be performed by a Commercial Testing Laboratory which has been validated by the Engineer Research and Development Center Materials Testing Center (MTC) under the USACE laboratory inspection and validation program. The laboratory shall be listed on the list of USACE validated laboratories at:

http://acwc.sdp.sirsi.net/client/en_US/search/asset/1045310.

3.2.11 UTILITIES

Provide and coordinate utilities with the necessary utility companies and JBLM Department of Public Works (JBLM-PW). All utilities shall be designed and installed in accordance with the requirements of Paragraph 6. Meter the utilities (gas, water, and electric, as applicable) in accordance with JBLM-PW requirements.

Outages to tie into existing utilities and all construction work shall be accomplished in such a manner to minimize the impact to existing facilities. Any utilities or equipment that needs to be relocated to construct the facility shall be accomplished in such a manner as to minimize the impact on the existing facilities. All outages shall be coordinated with JBLM-PW, the COR, and the appropriate utility company.

Once approved, relocation may take place.

3.2.12 WATER

The Contractor is responsible for permitting, design, and installing water service lines up to the location shown on the proposed site plan. The Contractor shall coordinate points of connection through the COR and JBLM-PW.

3.2.13 SANITARY SEWER

The Contractor is responsible for permitting, design, and installing sanitary sewer lines up to the location shown on the proposed site plan. The Contractor shall coordinate points of connection through the COR and JBLM-PW.

SECTION 01 10 00 Page 11 R0006

3.2.14 STORM WATER

The drainage system layout shall be designed to best meet the operational requirements of the facility.

The system shall be as economical as practicable taking into consideration topography, ultimate development of drainage area, possible future extension, outfall locations, and coordination with existing drainage systems and other existing or future underground utilities. The storm water management facilities shall be sited around the facility, inside the parking areas, and in the front of the facility. The facility lies within the cantonment, therefore parking islands shall be landscaped allowing for additional infiltration. The Contractor shall site the facilities such that they have minimal impact on the existing utilities.

The Contractor shall design pavements to avoid ponding. Runoff shall sheet flow into drainage structures such that it does not affect circulation throughout the area. Do not concentrate the flow of storm runoff on asphalt pavement. If it is necessary to concentrate flow within an asphalt paved area, provide concrete paving at the swale flow line.

3.2.15 ROOF DRAINAGE

The Contractor shall coordinate storm water discharged from the building roof system. Roof drains shall extend underground from the building and/or connect to a low impact development structure or to the underground storm water system as long as the storm water runoff complies with UFC 3-210-10 Low Impact Development and Paragraph STORM WATER MANAGEMENT (SWM) SYSTEMS.

3.2.16 NATURAL GAS

Natural gas service on JBLM is owned, operated, and maintained by Puget Sound Energy (PSE). The estimated natural gas requirement for the NICoE building is 2,500 cu.ft./hr. The Contractor is responsible for all coordination with PSE through the COR and the Building Contractor for gas lines required for the facility.

3.2.17 SITE ELECTRICAL DESIGN REQUIREMENTS

3.2.17.1 Primary Distribution System

Primary electrical service within the site area shall be modified to convert the existing overhead system to underground to provide underground service to the new facility and to maintain services to other facilities in the area that are to remain. Plans indicate minimum requirements. The Contractor shall provide the complete, final design and installation. Design shall be coordinated with the JBLM Exterior Electric Systems Manager through the COR. Design shall be in accordance with UFC 3-550-01. The Contractor shall install the primary conductors to the building's main transformer. The exact location of the transformer shall be determined during design, but it shall comply with UFC 4-010-01 and be located approximately as shown on the provided site layout plan.

SECTION 01 10 00 Page 12 R0006

3.2.17.2 Exterior Lighting

The Contractor shall design and provide the parking lot lighting and the sidewalk lighting required for the facility. The Site contractor is responsible for any new street lighting that may be required due to changes in the streets to accommodate the new facility. All fixtures shall be LED type. Poles and fixtures shall match type and style used on JBLM within the area. Site maximum to minimum illumination uniformity shall be no greater than 15:1. Horizontal target illumination level shall be 0.5 foot candles at finished grade. Street lighting shall be designed to match existing street illumination.

3.2.18 SITE TELECOMMUNICATIONS DESIGN REQUIREMENTS

3.2.18.1 OSP Distribution System

The Contractor shall employ a Registered Communications Distribution Designer (RCDD) with a minimum of five years experience to perform the Outside Plant Distribution (OSP) design. The RCDD shall provide the complete, final design and stamped plans. The OSP system installation shall be installed in accordance with I3A, JBLM’s Network Enterprise Center (NEC) standards, ANSI/TIA standards, BISCI TDMM, and other referenced codes, criteria, and standards. Label all OSP cables in accordance with JBLM labeling standard included in Appendix H. OSP copper and fiber connectivity are available within the area of this project; however, cables must be pulled through the existing duct bank system from two different locations to a common maintenance hole located at the project site. Plans indicate minimum requirements. The installation shall be by a Building Industry Consulting Service International (BICSI) registered cabling installer. Also see Paragraph TELECOMMUNICATION SYSTEM.

3.2.18.2 Construction Over Buried Utilities

New construction shall not be placed over existing buried water, sewer, heating, electric, compressed air, or telephone utilities except in extraordinary situations, and only if special provision is made for maintenance access. In no case shall construction be placed over existing natural gas lines.

3.2.18.3 Safety Of Personnel

Contractor personnel shall not enter manholes, tunnels, tanks, or confined spaces until such entry complies with the requirements of OSHA 1926.21(6)(i).

3.2.18.4 Test Plan

Submit a detailed test plan for field tests of the outside plant for both the copper and fiber optic cables in accordance with I3A criteria, TIA 568-C.1, and RUS Bulletin 1753F-201. Plan shall include a cut-over plan with procedures and schedules for relocation of facility station numbers without interrupting service to any active location. Test Plan shall be submitted 30 days prior to testing to the JBLM NEC and the COR for approval.

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3.2.18.5 Test Reports

Submit test reports in hardcopy booklet and electronic forms with witness signatures verifying execution of tests in accordance with I3A. Reports shall show the field tests performed to verify compliance with the specified performance criteria. Test reports shall include record of the physical parameters verified during testing. Test report shall be submitted within seven days after completion of testing to the JBLM NEC, the COR, and JBLM Department of Public Works (JBLM-PW).

3.2.19 HAUL ROUTES AND STAGING AREA

See the Drawings for the haul routes. Utilize only those haul routes identified in the Drawings.

Construction traffic, temporary offices, parking, fencing, and laydown areas shall not impact access or operations of the buildings and shall be located within the area depicted as “contractor laydown area” shown on the drawings, when possible. The laydown area shall not impact access or operations of buildings, roadways, etc. that may be located near the provided laydown area.

Maintain the construction site and haul route. Repair/replace damage to existing sidewalks, pavements, curb and gutter, utilities, and/or landscaping within the construction limit, adjacent to the construction site, and along the haul route resulting from the construction activities at no additional cost to the Government. Prior to construction activities, the Contractor and COR shall perform an existing condition survey. At the completion of the project, the Contractor and COR shall perform a final condition survey to determine repair/replacement requirements.

4.0 APPLICABLE CRITERIA

4.1 INDUSTRY CRITERIA

Applicable design and construction criteria references are listed in Table 1 below. Unless otherwise specified, criteria shall be taken from the most current references as of the date of issue of the contract.

This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed. See also Paragraph 3 and Paragraph 6 for additional applicable criteria.

Table 1: INDUSTRY CRITERIA

American Architectural Manufacturers Association (AAMA)

AAMA 605

Voluntary Specification Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

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AAMA 607.1

Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 1503

Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

American Association of State Highway and Transportation Officials (AASHTO)

Roadside Design Guide (guardrails, roadside safety devices)

Standard Specifications for Transportation Materials and Methods of Sampling and Testing (road construction materials)

Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals

Guide for Design of Pavement Structures, Volumes 1 and 2 (pavement design guide)

A Policy of Geometric Design of Highways and Streets

American Bearing Manufacturers Association (AFBMA)

AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings

AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Concrete Institute (ACI)

ACI 315 Details and Detailing of Concrete Reinforcement

ACI 318 Building Code Requirements for Structural Concrete

ACI 530 Building Code Requirements for Masonry Structures

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ADA Standards for Accessible Design

28 CFR Part 36

American Institute of Steel Construction (AISC)

Manual of Steel Construction – 13th Edition (or latest version)

American Iron and Steel Institute

AISI/COS NASPEC 2001

North American Specification for the Design of Cold-Formed Steel Structural Members

American National Standards Institute (ANSI)

ANSI Z21.45

Flexible Connectors of Other Than All Metal Construction for Gas Appliances

ANSI/IEEE C2 National Electrical Safety Code

American Society of Civil Engineers (ASCE)

ASCE 7 Minimum Design Loads for Buildings and Other Structures

ASCE 37

Design and Construction of Sanitary and Storm Sewers, Manuals and Reports on Engineering Practice (sanitary sewer and storm drainage design criteria)

American Water Works Association (AWWA)

Standards (standards for water line materials and construction)

American Welding Society

Welding Handbook

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Architectural Woodwork Institute (AWI)

Version 1.2 AWI Quality Standards 7th Edition

Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156.4 American National Standards for Door Controls – Closers

Building Industry Consulting Service International

Telecommunications Distribution Methods Manual (TDMM)

Customer-Owned Outside Plant Design Manual (CO-OSP)

Code of Federal Regulations (CFR)

49 CFR 192

Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards

10 CFR 430 Energy Conservation Program for Consumer Products

10 CFR 433

Energy Efficiency Standards for the Design and Construction of New Federal Commercial and Multi-Family High-Rise Residential Buildings

Consumer Electronics Association

CEA 709.1B Control Network Protocol Specification

CEA 709.3 Free-Topology Twisted-Pair Channel Specification

CEA 852

Tunneling Component Network Protocols Over Internet Protocol Channels

Electronic Industries Association (EIA)

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EIA/TIA 568-B Commercial Building Telecommunications Cabling Standards

EIA/TIA 569-A

Commercial Building Standard for Telecommunications Pathways and Spaces

J-STD EIA/TIA 607

Commercial Building Grounding and Bonding Requirements for Telecommunications

Federal Highway Administration (FHWA)

Manual on Uniform Traffic Control Devices for Streets and Highways [signage and pavement markings for streets and highways]

FHWA-NHI-01-021

Hydraulic Engineering Circular No. 22, Second Edition, Urban Drainage Design Manual

Illuminating Engineering Society of North America (IESNA)

IESNA RP-1 Office Lighting

IESNA RP-8 Roadway Lighting

IESNA Lighting Handbook

Reference and Application

Institute of Electrical and Electronics Engineers Inc. (IEEE)

Standard for Use of the International System of Units (SI): The Modern Metric System

Standard 1000 Recommended Practice for Powering and Grounding Sensitive Electronic Equipment

International Code Council (ICC)

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IBC International Building Code

IMC International Mechanical Code

IRC International Residential Code

IPC International Plumbing Code

IFGC International Fuel Gas Code

IEC Energy Conservation Code (IEC)

Metal Building Manufacturers Association (MBMA)

Metal Building Systems Manual (2002

Midwest Insulation Contractors Association (MICA)

National Commercial and Industrial Insulation Standards Manual

National Association of Corrosion Engineers International (NACE)

NACE RPO169

Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE RPO185

Extruded, Polyolefin Resin Coating Systems with Adhesives for Underground or Submerged Pipe

NACE RPO286 Electrical Isolation of Cathodically Protected Pipelines

National Environmental Balancing Bureau (NEBB)

Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems

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National Fire Protection Association (NFPA)

NFPA 10 Standard for Portable Fire Extinguishers

NFPA 13 Installation of Sprinkler Systems

NFPA 13R

Residential Occupancies up to and including Four Stories in Height Sprinkler Systems

NFPA 20 Installation of Centrifugal Fire Pumps

NFPA 24

Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 30 Flammable and Combustible Liquids Code

NFPA 31 Installation of Oil Burning Equipment

NFPA 54 National Fuel Gas Code

NFPA 58 Liquefied Petroleum Gas Code

NFPA 70 National Electrical Code

NFPA 70E Standard for Electrical Safety in the Workplace

NFPA 72 National Fire Alarm Code

NFPA 80 Standard for Fire Doors and Fire Windows

NFPA 101 Life-Safety Code

NFPA 780 Standard for the Installation of Lightning Protection Systems

National Roofing Contractor’s Association (NRCA)

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Roofing and Waterproofing Manual

Occupational Safety and Health Administration (OSHA)

Title 29, Part 1926 OSHA Construction Industry Standards, Title 29, Code of Federal Regulations, Part 1926, Safety and Health Regulations for Construction

Pre-cast Concrete Institute

PCI Design Handbook Precast and Pre-stressed Concrete

Sheet Metal and Air-Conditioning Contractor’s National Association (SMACNA)

SMACNA HVAC Duct Construction Standards

HVAC Duct Construction Standards – Metal and Flexible

SMACNA Architectural Manual

Architectural Sheet Metal Manual

State/Local Regulations

State Department of Transportation Standard Specifications for Highway and Bridge Construction

Sedimentation and Erosion Control Design Requirements

Environmental Control Requirements

Storm Water Management Requirements

Steel Door Institute (SDI)

ANSI A250.8/SDI 100 Standard Steel Doors and Frames

Steel Deck Institute

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SDI Diaphragm Design Manual

Steel Joist Institute

41st Edition Catalog of Standard Specifications and Load Tables for Steel Joists and Joist Girders

United States Access Board

Uniform Federal Accessibility Standards

Underwriters Laboratories (UL)

UL 96A Installation Requirements for Lightning Protection Systems

U.S. Green Building Council (USGBC)

LEED-NC

Green Building Rating System for New Construction and Major Renovations, Version 2.2

Application Guide for Multiple Buildings and On-Campus Building Projects

Washington State Department of Transportation (WSDOT)

WSDOT M41-10 2014 Standard Specifications for Road, Bridge, and Municipal Construction

4.2 Military Criteria

The project shall conform to the following criteria. Certain design impacts and features due to these criteria are noted for the benefit of the Offeror. However, all requirements of the referenced criteria shall be applicable, whether noted or not, unless otherwise specified herein.

EPACT 2005 Energy Policy Act of 2005 (Public Law 109-58)

Executive Order 12770 Metric Usage in Federal Government

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Metric design and construction is required except when it increases construction cost. Offeror is to determine most cost-efficient system of measurement to be used for the project.

UFC 3-201-01 Civil Engineering

UFC 3-210-10 Low Impact Development

UFC 3-580-01 Telecommunications Building Cabling Systems Planning/Design

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

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with Change 1

I3A Technical Guide for Installation Infrastructure Architecture

E-mail: DetrickISECI3Aguide@conus.army.mil

JBLM Installation Design Guide

4.3 PRECEDENCE

In the event of conflict between References and/or Applicable Military Criteria, the most stringent requirement shall apply, unless otherwise specifically noted in the contract.

5.0 GENERAL TECHNICAL REQUIREMENTS

This paragraph contains technical requirements with general applicability to Army facilities. References to ASHRAE Standard 189.1 are to ASHRAE Standard 189.1-2009 unless otherwise specified in this Paragraph.

5.1 SITE PLANNING AND DESIGN

5.1.1 STANDARDS AND CODES

The site planning and design shall conform to Paragraph 4 APPLICABLE CRITERIA, to Paragraph 3 FUNCTIONAL AND AREA REQUIREMENTS, and to paragraph 6 PROJECT SPECIFIC REQUIREMENTS.

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5.1.2 SITE SELECTION

Meet the allowable site requirements of ASHRAE Standard 189.1, Section 5.3 Mandatory Provisions, and either Section 5.4 Prescriptive Option, or Section 5.5 Performance Option; and ASHRAE Standard 189.1, Section 10.3.2.1.1 unless otherwise specified by the current UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards for Buildings.

5.1.3 SITE PLANNING OBJECTIVES

See Paragraph 3 FUNCTIONAL AND AREA REQUIREMENTS and Paragraph 6 PROJECT SPECIFIC REQUIREMENTS for additional site planning requirements related to building functions.

5.1.3.1 Enclosures and Visual Screens

Enclosures for dumpsters, transformers, heating, ventilating, and air conditioning units are not in this contract. Enclosures will be provided by the Building Contractor.

5.1.3.2 Vehicular Circulation

Apply design vehicle templates provided by the American Association of State Highway and Transportation Officials (AASHTO) to the site design. The passenger car class includes passenger cars and light trucks, such as vans and pick-ups. The passenger car template is equivalent to the non-organizational - privately owned vehicle (POV). The truck class template includes single-unit trucks, recreation vehicles, and buses. Provide vehicle clearances required to meet traffic safety for emergency vehicles, service vehicles, and moving vans. Provide required traffic control signage, including restricted access signage. Site entrances and site drive aisles shall maximize spacing between drives, incorporate right- angle turns, and limit points of conflict between traffic. Design service drives to restrict access to unauthorized vehicles by removable bollards to meet Anti-Terrorism/Force Protection (ATFP) requirements.

5.1.3.3 Emergency Vehicle Access

Provide Emergency Vehicle Access in accordance with NFPA, UFC 3-600-01, UFC 4-010-01, and as required by the JBLM Fire Department.

5.1.3.4 Storm Water Management and Low Impact Design

Employ design and construction strategies (Best Management Practices, or BMPs) that reduce stormwater runoff, reduce discharges of polluted water off site and maintain or restore predevelopment hydrology with respect to temperature, rate, volume, quality and duration of flow.