EIE326_RFP_TAB2_2014-03-24.pdf

TAB2

TAB2

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DORMITORY, 168 PN EIELSON AFB, AK W911KB-14-R-0017

SECTION 01 19 10.00 29

PROJECT DESCRIPTION / MINIMUM DESIGN AND CONSTRUCTION CRITERIA

TABLE OF CONTENTS

PART 1 PROJECT DESCRIPTION/STATEMENT OF WORK

1.1 PROJECT LOCATION 1

1.2 PROJECT OVERVIEW / DESIGN CONCEPT 1

1.3 SCOPE – BASELINE CRITERIA 1

1.4 CRITERIA 2

1.5 ADDITIONAL CONSIDERATIONS 2

1.6 UNIFIED FACILITIES CRITERIA (UFGS) 3

1.7 REFERENCES 3

1.8 SUBMITTALS 3

1.9 OPTIONS 4

1.10 BETTERMENTS (CONCTRACTOR PROPOSED) 4

PART 2 MINIMUM DESIGN AND CONSTRUCTION CRITERIA

2.1 DEMOLITION 5

2.2 SITE PLANNING AND LANDSCAPE 9

2.3 CIVIL 17

2.4 ARCHITECTURAL 31

2.5 STRUCUTURAL 50

2.6 MECHANICAL 60

2.7 ELECTRICAL 89

2.8 FIRE PROTECTION 99

2.9 OPTIONS 107

PART 3 BUILDING PROGRAM CRITERIA

3.1 ROOM CRITERIA SHEETS 111

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SECTION 01 19 10.00 29 EIE 326

PART 1 PROJECT DESCRIPTION / STATEMENT OF WORK

1.1 PROJECT LOCATION

1.1.1 Project is located on Eielson AFB, Alaska which is approximately 25 miles Southeast of Fairbanks, Alaska and is accessible from the Richardson Highway.

1.1.2 The proposed site is located at the Southwest end of Wabash Avenue, between Wabash Avenue and Kobuk Loop. The designated site is bounded by Building 2204 to the Northwest and Building 2210 to the Southeast, Wabash Avenue to the Northeast and Parking along Kobuk Loop to the Southwest.

1.2 PROJECT OVERVIEW / DESIGN CONCEPT

1.2.1 The new dormitory shall be sited on the existing dormitory campus. The existing dormitories on site, Buildings 2206 and 2208, are to be fully demolished. The new dormitory shall extend and integrate the established aesthetic of Buildings 2196 and Building 2200. The objective is to create an appealing residential “neighborhood” that is visually and physically interconnected within and to the surrounding development. The new building shall be designed to complement the existing dormitories Building 2196 and Building 2200 using similar forms, massing, colors and materials.

1.2.2 The building and site design shall conform to the objectives of the Eielson Architectural Compatibility Plan, See Appendix 04.

1.2.3 Site and building design shall encourage social interaction among residents.

1.2.4 Building layout should be efficient with clear circulation facilitating wayfinding and providing opportunities for interaction among residents. Spaces should be laid out to provide distinction between public and private spaces and separation of noisy and quiet functions. Overall building design should have a sense of place, foster camaraderie, and create an environment the residents can call “home”.

1.3 SCOPE – BASELINE REQUIREMENTS

1.3.1 Scope:

A. Demolish existing Building 2206 and Building 2208.

B. Complete design and construction of a new dormitory building, associated site development, and landscaping. Base building package shall accommodate (36) Dorm-4-Airmen (4-Person) Modules for a total of 144-persons; with options to increase building size up to a maximum of

(42) Dorm-4-Airmen Modules for a total of 168-persons. Work is restricted to the areas noted on the drawings.

1.3.2 Gross Building Area (GBA) for the dormitory shall range from a base building size of approximately 58,896 square feet for (36) Dorm-4-Airmen Modules to a total “Not To Exceed” (NTE) size of 68,712 square feet for all (42) base and optional modules. Methods for calculating GBA are established in USAF Unaccompanied Housing Design Guide (UHDG) dated January 2006, see Appendix 03. Each of the square footages indicated in the base building size and the optional module increases listed in 01 19 20.00 29 Part 2.9 are based on a working “Net to Gross Ratio” of 21% to accommodate Arctic/Sub-Arctic construction. Proposers are encouraged to find efficiencies in circulation, wall assemblies, common areas and other such features so that either module living space can be increased or construction costs at each module count can be reduced. Please indicate in your proposal which direction you have chosen to go, how you are implementing your strategy and the benefit it provides.

1.3.3 The dormitory shall accommodate residential, community, and service functions and shall be three stories in height without a basement. The objective is to combine these functions to provide residents with a variety of spaces to accommodate the desire for privacy while simultaneously encouraging social interaction. Specific program requirements are in the Room Criteria Sheets.

A. Residential functions will be served by four person living modules. Each module will contain four sleeping rooms with their own closet and bathroom and a shared common area with kitchen, dining and social space. Appendix 01 provides the required Dorm-4-Airmen module and a functional adjacency diagram and an example of an acceptable floorplate configuration.

B. Community functions shall be located throughout the building providing social interactive space and focal points for the residents.

C. Service functions shall be located as needed per good design practices to provide efficient, yet unobtrusive support to the primary building functions.

1.3.4 A Structural Interior Design (SID) package shall be included and prepared in accordance with UFC 3-120-10. A Furniture & Equipment layout plan shall be submitted showing a workable layout for furniture and equipment as designated for each room. Refer to Appendix 15 for USAF FF&E information.

1.3.5 Site Development: Contractor shall carefully analyze the project site and select the location for the new dormitory. Site selection shall be carefully considered to maximize site benefits and minimize site disturbance.

A. Site amenities include, drop-off lane, sidewalks, trash dumpster enclosures, and signage.

B. Site work shall include demolition of any existing asphalt, foundations, site improvements and utilities as required for new construction, force protection, landscaping, fire protection, and utility connections.

C. Two existing parking lots are within the project limits, one located on the northeast side of Wabash Ave. and one is bisected by Kobuk Loop. All required parking spaces are provided within these parking areas. Current parking lots provide adequate area to meet defined parking requirements.

1.3.6 Demolition

A. This project requires demolition of existing facilities (Buildings 2206 and 2208) and site improvements. The extent of site demolition will be determined by the contractor as needed to support the proposed design.

B. Demolition of existing structures shall be complete to include foundations, utilities back to the main distribution point, and hazardous material abatement as needed, refer to Division 2 and Hazardous Material reports in Appendix 14.

C. Any parking removed must be replaced in this project on a one for one basis.

1.4 CRITERIA

1.4.1 The design criteria specified herein represents the minimum quality and quantity acceptable.

Proposers are encouraged to exceed the minimums. In order to suit specific user requirements and site conditions, this RFP shall be the controlling authority where discrepancies exist with referenced documents.

1.4.2 Design innovation is encouraged. Alternative solutions must meet the requirements of the RFP.

1.4.3 Materials and finishes shall be heavy duty, commercial grade and specifically selected for durability, thermal performance in a sub-arctic environment, ease of maintenance, and compliance with the Eielson AFB Architectural Compatibility Plan. (See Appendix 04).

1.5 ADDITIONAL CONSIDERATIONS

1.5.1 Accessibility: In compliance with the Architectural Barriers Act (ABA) shall be applied to the dormitory public areas, main entrance, office, public restroom, and circulation spaces.

1.5.2 Anti-terrorism/force protection (AT/FP): This project shall comply with UFC 4-010-01 for Low Level Protection. Each section contains a summary of AT/FP requirements. Contractor is responsible for full compliance beyond the summary. Proposal submittal shall include a completed initial AT/FP evaluation on AF form 2519. (See Appendix 13).

1.5.3 Sustainability: This project shall achieve a minimum of LEED Silver Certification by Green Building Certification Institute (GBCI) using LEED 2009. The building shall comply with the paragraphs Energy Conservation. In accordance with the National Defense Appropriations Act of 2012, Section 2830, the contractor will not be compensated for any expenses associated with the express intent to obtain LEED certification above the Silver level. The contractor may obtain LEED Gold or Platinum certification provided that achieving such certification imposes no additional cost to the government. All LEED Prerequisite and Credit documentation shall be provided to GBCI and the Owner in addition to any other documentation requirements. Online documentation shall be uploaded to GBCI and updated at each phase of the project.

1.5.4 Unit of Measurement: Project documents will be completed in Imperial (U.S. Customary) units.

1.5.5 Eielson AFB, Architectural Compatibility Plan (ACP). It is the responsibility of every member of the design build team to be aware of the guidance provided by the ACP. To the greatest extent possible the primary applicable elements have been incorporated. Appendix 19 provides photographic images of recently constructed facilities for Architectural Aesthetic Reference.

Where there is apparent conflict between Section 01 19 10.00 29 and the ACP, Section 01 19

10.00 29 shall take precedence.

1.6 UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

1.6.1 UFGS shall be used. SPECSINTACT Master Format 04 software shall be used for the preparation of specifications in accordance with ER 1110-1-8155. Specifications shall conform to industry standards for format and content as established by the Construction Specifications Institute (CSI) Manual of Practice.

1.6.2 SPECSINTACT software is available on the internet. Contact USACE, Alaska District Specifications Section, to obtain the latest version of Alaska District-specific sections.

1.6.3 The lists of UFGS sections in each discipline are not comprehensive. The contractor shall add sections as required to completely describe the project per UFC 1-300-02.

1.7 REFERENCES

1.7.1 Construction shall be in accordance with the codes, standards, and regulations identified in this document. If dates are not given, the latest edition at the time of solicitation is to be used. The most stringent code shall govern where discrepancies occur between codes. The requirements in this RFP document shall not be assumed to supersede building or fire codes. In the case of conflicting requirements between military standards, codes, and other non-military references noted, the military standard shall govern.

1.7.2 Design and construction shall comply with UFC 1-200-01 General Building Requirements, USAF Unaccompanied Housing Design Guide (see Appendix 03), Eielson Architectural

Compatibility Plan (see Appendix 04), and Eielson AFB Utility Standards & Requirements (see Appendix 10).

1.7.3 Industry standard references such as the IBC, NFPA, ASHRAE, and federal government documents are readily available to the public and are not attached to this RFP. Each proposer is responsible for obtaining the referenced documents.

1.8 SUBMITTALS

1.8.1 Contractor is responsible to submit shop drawings, samples, manufacturer’s data, certificates, test reports, and other items to the Government in accordance with Section 01 33 00.

1.8.2 Contractor shall submit a complete listing of construction contractor submittal requirements on an Eng Form 4288. Each submittal shall be classified as either Government action (G) or For Information Only (FIO). Submittals that are critical to safety, construction execution and system or facility operation shall be classified (G), such as: extensions of design, critical materials, deviations, operations and maintenance (O&M) manuals, or equipment that must be compatible with a larger system.

1.9 OPTIONS

1.9.1 Options shall meet the minimum criteria given in this RFP. Options are listed in priority order in the Proposal Schedule and are described in greater detail in Part 2 of this Section. Refer to paragraph 2.9. All Options shall comply with applicable criteria of paragraph 2.1 through paragraph 2.8.

1.9.2 Options include:

A. Option 1 - Add two (2) additional Dorm-4-Airmen Modules for a total of 38 modules.

B. Option 2 - Add two (2) additional Dorm-4-Airmen Modules for a total of 40 modules.

C. Option 3 - Add two (2) additional Dorm-4-Airmen Modules for a total of 42 modules.

D. Option 4 – Enhanced Landscaping

E. Option 5 – Provide Head Bolt Outlets for 136 parking spaces.

F. Option 6 – Upgrade Parking Lot Lighting

G. Option 7 – Underground Power Distribution Inside Project Boundary

H. Option 8 – Exterior LED Site Lighting

I. Option 9 – BBQ Shelter

J. Option 10 - Reconfigure Kobuk Loop Traffic flow

K. Option 11 - Smoking Shelter

L. Option 12 – POL Contaminated Soil Removal

1.10 BETTERMENTS (CONTRACTOR PROPOSED)

1.10.1 Contractor proposed betterments shall be clearly identified and meet the minimum criteria given in this RFP.

PART 2 MINIMUM DESIGN AND CONSTRUCTION CRITERIA

2.1 DEMOLITION

2.1.1 Scope and Objectives

A. Demolition work shall consist of Building 2206 and Building 2208, curb, gutter, asphalt paving, sidewalks; and overhead and underground utilities as indicated and as required to accomplish the new construction. There are hazardous materials present within both structures which will require abatement prior to demolition to include asbestos abatement and abatement of lead contaminated soil from the crawl-space of 2008 which had been used as a small arms range.

Hazardous materials surveys have been conducted on each structure and are provided in the bid package. It shall be the Contractor's responsibility to protect existing on-site features indicated to remain, including trees, roads, utilities, paving and similar items not in the contract work limits, which if damaged by the Contractor shall be replaced in kind at no cost to the Government.

B. The Design-Build Contractor’s Architect or Engineer(s) of Record shall be responsible for the design associated with demolition work. Complete design shall define and describe execution of demolition work including contaminated soils abatement, removal, handling, and disposal, shoring and safety measures, and interface with existing utilities and surface features that remain. The demolition design drawings and calculations shall be sealed by the architect or engineer(s) in responsible charge.

C. Salvageable Material: The following is a list of materials/ items that Eielson AFB plans to have removed and salvaged, if still serviceable, under separate contract. However, not all salvage operations may be completed by the start of construction activities. As such, D-B Construction Contractor will be expected to inventory remaining items, present proposal for cost modification to construction contract and complete the removal and salvage operations. Coordinate salvageable material inventory and delivery with the 354th CES Project Management staff and cost modification proposal with USACE Contracting Officer.

Building 2206

1. All electronic locks (approximately 60);

2. Panic devices and interior keyed locksets (5);

3. Metal stair treads (approximately 60);

4. Document display cabinet (1);

5. Pressure assist water closets (approximately 8);

6. All toilet components (lavatories, faucets, other type water closets, urinals, shower heads

- unknown quantity);

7. Utility sink faucets (3);

8. Ice machine in basement kitchen (1);

9. All toilet seats (unknown quantity);

10. All coax electrical box covers (unknown quantity);

11. All HVAC items in Water Heater Room including PRVs, traps, storage tanks, condensate station and associated items (unknown quantity);

12. All telephone and network equipment (unknown quantity);

13. All cable/data/power receptacle covers (unknown quantity);

14. Ceiling fans (approximately 5);

15. All F20T12 lamps (quantity unknown);

16. All office equipment, furniture, cabinets, shelving in the Linen Exchange and

Quartermaster’s Offices (these functions’ move-out is calculated to take until the middle of May).

Building 2208

1. Fire alarm panels (3);

2. All telephone and network equipment (unknown quantity).

References

D. EM 385-1-1, 15 Sep 2008 (Yellow Book), U.S. Army Corps of Engineers Safety and Health Requirements Manual

E. State of Alaska Department of Environmental Conservation (ADEC) regulation 18 AAC 75, Oil and Hazardous Substance Pollution Control October 9, 2008

F. Alaska Storm Water Pollution Prevention Plan Guide, Alaska Department of Transportation and Public Facilities (ADOT&PF) January 14, 2005.

G. Geotechnical Findings Report (see Appendix 06)

2.1.2 Unified Facilities Guide Specifications (UFGS)

A. Section 01 57 20– Environmental Protection

B. Section 01 57 34 – Storm Water Pollution Prevention Measures

C. Section 31 09 20– Field Screen Testing of Soils for POL Contamination (Alaska District COE Guide Spec)

D. Section 31 60 00 – Demolition

2.1.3 Work Description – Baseline Demolition

A. Remove Building 2206 and Building 2208 in their entirety.

B. Remove Utilities and associated utilidor as needed to support the proposers design. All utilities no longer in use shall be removed back to the main utilidor along Wabash Avenue and properly terminated in compliance with current guidelines.

C. Remove portion of asphalt pavement, curbs, gutters and sidewalks, sports equipment, picnic shelters, etc. required to construct the new Dormitory, parking, and associated site elements.

See Conceptual Drawings in Appendix 01.

D. Remove related concrete sidewalks, curbs and gutters to the extent necessary to install new paved access drives as necessary. Where removal of existing sidewalks is indicated on the plans or necessary for construction the limit of removal shall extend to the adjacent pathway such that no “dead ends” remain within the sidewalk system.

E. Miscellaneous utilities including water, sewer, storm drain, gas, telephone and fiber optic will require removal and/or relocation as required for the new construction. Prior to demolition of or connection to existing utilities, the Contractor shall determine if the material is hazardous and if so determined, the Contractor shall employ appropriate safety precautions in handling the materials.

2.1.4 Demolition procedures, methods, sequence of operations, and equipment shall be in accordance with EM 385-1-1.

A. Except as noted below, all rubbish and debris shall be removed from the Base; no on-Base disposal site for rubbish and other debris is available for this project.

B. When utility lines are encountered that are not indicated on the drawings, the Contracting Officer shall be notified prior to further work in that area.

C. Demolition of all features or items found on the site (buildings, structures, paved parking areas, fences, utilities, poles, etc.) shall be considered part of the Contract. Title to material and equipment to be demolished is vested in the Contractor upon receipt of notice to proceed and the Government will not be responsible for the condition, loss, or damage to such property.

There are no known items of historical significance on the site.

1. The Contractor shall be responsible for disposal of all demolition debris, construction debris, and all solid waste, at an approved off-Base location. Solid waste, including asbestos-containing material waste, shall be placed in containers and disposed of on a regular schedule. All handling, transport, and disposal shall be conducted in such a way as to prevent spillage and contamination in compliance with Federal, State, and Local requirements. Clean soil materials shall be disposed of on-Base as shown on reference drawing LV1.00.

2. The Contractor shall be responsible for disposal of all asphalt and concrete and may dispose of all asphalt and unpainted concrete in the existing asphalt and concrete disposal area located as shown on reference drawing LV1.00.

3. Other non-asphalt or concrete debris may be uncovered during excavation. The Contractor shall be responsible for disposal of this debris at an approved off-base location.

4. All asphalt paving and concrete shall be sawcut at the limits of removal. As applicable, replacement or repair of asphalt, concrete, base course, and subbase material shall meet the requirements of Section 01 19 10.00 29 Part 2.3 Civil Design Criteria.

5. Existing utility services shall be protected from damage. Approximate locations of existing underground utilities are shown on the site plan. Coordinate and obtain actual locations for all buried utilities prior to beginning work. The Contractor shall verify location and take necessary precautions while conducting demolition operations in these areas.

6. Existing water and sewer lines may be asbestos or Transite pipe. Appropriate safety precautions shall be taken when working around these utilities.

7. The Contractor shall demolish and cap off all existing utility connections that are identified for demolition, at manholes or where service lines connect to the mainline. Dead end service lines shall not be allowed. Closure of utilities shall be with welded cap, flanged or other industry standard termination. Patch penetrations in manhole walls where old utility lines are removed.

8. Provide site-clearing operations necessary for construction of the facility, parking, utilities and related improvements. Miscellaneous demolition shall include clearing and grubbing of organic overburden as necessary to construct the new improvements at the site location.

9. The Contractor shall conduct demolition and removal operations to ensure minimum interference with streets, walks, or other adjacent facilities.

10. The Contractor shall ensure safe passage of persons around area of demolition and conduct operations to prevent injury to adjacent buildings, structures, and persons. The Contractor shall promptly repair damages caused to adjacent structures by demolition operations at no cost to the Government.

11. Burning or blasting is not permitted on site.

12. Use water mist, temporary enclosures and other suitable methodology to limit the spread of dust and debris. The Contractor shall maintain rigorous dust control on all construction sites, haul roads, and at the landfill site. Construction sites shall be monitored after hours and weekends for dust control. Construction sites and haul routes shall be continually monitored during use to clean up mud, control dust and other debris, and repair damage caused by construction activities.

13. Use Best Management Practices (BMP’s) as necessary to mitigate storm water erosion and sediment pollution runoff from the site. Comply with governing state and federal environmental protection regulations and UFGS sections 01 57 20.00 10 and 01 57 34.00 29.

14. The Contractor shall provide a temporary minimum 6 ft high chain link fence to provide separation of the site and pedestrians and vehicle traffic. Coordinate security and barrier requirements with the Contracting Officer and EIELSON AFB. Fencing will be required around the entire construction site.

2.1.5 Subsurface Conditions – Refer to Appendix 06 for Geotechnical Findings Report.

2.1.6 Backfilling of Demolished Sites - All excavations from demolition activities under new pavement or building foundation areas shall be backfilled with classified material in 8” lifts and compacted to 95% of optimum density. See Section 01 19 10.00 29 paragraph 2.3.9 for classified material requirements. Unclassified backfill may be placed in other areas in 8” lifts and compacted to 90% of optimum density.

2.1.7 Environmental Issues

A. Environmental issues must be considered in both the design and construction of this project. In general, the Contractor is responsible for preparing the necessary documentation, including work plans, sampling and testing reports, Storm Water Pollution Prevention Plan (SWPPP) and other documents required to accomplish the work.

1. Direct communication with regulatory agencies shall be approved in advance by the Contracting Officer. The Contractor shall pay for regulatory review fees necessary for obtaining permits, including but not limited to the Storm Water Pollution Prevention Plan (SWPPP). Contractor shall follow current State of Alaska Department of Environmental Conservation (ADEC) regulation 18 AAC 75, Articles 3 and 9.

B. This project includes handling and disposal of asbestos, hazardous and/or contaminated materials.

1. See Section 01 19 10.00 29 Part 2.3 – Civil Design Criteria, for specific requirements for contaminated soil and storm water runoff.

2. See Hazardous Abatement Design Criteria in Division 02 for specific requirements for asbestos and other hazardous materials.

3. The Contractor shall be responsible for impacts caused by the Contractor, including spills; dust control during construction; excavation and sediment control; prevention of pollution caused by spillage of bitumen, fuels, grease and oils; erosion; concrete spillage;

aggregate washing; and sanitary and other waste disposal.

2.1.8 Options

A. Refer to Paragraph 2.9. All Options shall comply with criteria of paragraph 2.1 through paragraph 2.8.

2.2 SITE PLANNING AND LANDSCAPE

2.2.1 Scope and Objectives

A. Provide a site and landscape design that compliments the new dormitory and blends seamlessly into the existing campus.

B. The Design-Build Contractor’s Landscape Architect of Record shall be responsible for the design associated with the site development plan and landscape plan. The landscape architect shall be experienced in site planning and planting design. The landscape architect shall be registered in the State of Alaska and have a minimum of five years continuous experience with plants and plantings in sub-arctic conditions.

2.2.2 References

A. ANSI Z-60.1 American Standard for Nursery Stock

2.2.3 Unified Facilities Guide Specifications

A. Section 12 93 00 Site Furnishings

B. Section 32 92 19 Seeding

C. Section 32 93 00 Exterior Plants

2.2.4 Site Development Plan

A. Provide a site development plan that shows the spatial and functional arrangement of the dormitory building and site requirements. The plan shall ensure an economical, compatible and functional residential campus land use development that utilizes the advantages of the site, fosters visual order, and provides a sense of community. The site development plan shall illustrate consideration for the site opportunities and constraints, and specific site design criteria and guidance which has been provided. The site development plan shall illustrate the following:

1. Vehicular Circulation

2. Pedestrian Circulation

3. Existing Vegetation to Remain

4. Building Orientation

5. Dumpster Enclosures

6. Site Amenities

7. Landscape design

8. Site Utilities

B. The plans shall protect existing vegetation identified as ‘to remain’ and mitigate noise conflicts between outdoor activities and sleeping rooms.

C. This project shall require the partial or complete demolition of roadways, parking lots, recreational courts and structures. The site development plan shall clearly indicate the elements of the project which will be removed, relocated or remain.

2.2.5 Building Site Layout

A. The dormitory building shall be placed on the site to maximize energy savings and views.

Substantial glazing in stair wells is not considered desirable.

B. The building shall be oriented to continue the master plan concept for the area. The dormitory shall maintain the existing campus orientation and geometry of adjacent dormitory buildings.

Locate the main entrance on Kobuk loop and facilitate pedestrian circulation to adjacent buildings.

C. The dormitory shall be located within the existing vehicular circulation network and shall adhere to all AT/FP requirements.

2.2.6 Vehicular Circulation

A. The current vehicular circulation pattern adjacent to the site consists of Wabash Avenue to north, North Street along the east boundary and Kobuk Loop along the south boundary.

Wabash Ave. is a common vehicular circulation route within the residential area of the installation and Kobuk Loop is a parking lot drive lane that has perpendicular parking on both sides of it. Kobuk loops main function is to provide a vehicular drive lane for the parking lot.

B. The vehicular circulation shall separate dormitory traffic from thru traffic created by adjacent buildings, placing emphasis on dormitory traffic. Vehicular circulation layout shall be determined by applying the design vehicle templates to the site design.

C. Site entrances, exits, service drives, and special circulation areas shall be designed to accommodate the largest vehicle that uses the area.

1. Vehicle clearances shall be required to meet traffic safety for emergency vehicles, service vehicles, and moving vans.

2. Streets shall include required traffic control and street identification signage, maximum spacing between drives, right-angle turns, and limit points of conflict between traffic.

2.2.7 Vehicular drop off shall be at the main entrance to the dormitory. The drop off shall accommodate the turning radii of the largest vehicle that will use the area and be visible from the main entrance.

2.2.8 Pedestrian Circulation

A. Pedestrian circulation shall be safe, separated from vehicle circulation, and shall connect the parking, community facilities, and existing dormitory campus to the new dormitory.

B. Topography and vegetation shall be used to reinforce pedestrian connections to major dormitory entrances and to both existing and new pedestrian pathways.

C. Sidewalks shall be provided between the new dormitory, and existing pedestrian circulation along Wabash Avenue and Kobuk loop.

2.2.9 Trash Enclosure

A. Provide a three sided trash enclosure for two dumpsters. Enclosure shall match the new dormitory in form and materials. Visually screen the dumpsters from dormitory building and primary vehicular and pedestrian approaches. Place trash enclosure on a concrete pad.

2.2.10 Bicycle racks

A. Provide bicycles storage/racks to meet the requirements of LEED. The bike rack shall provide two points of contact for each bike that is parked. The rack shall compliment the colors of the building and adjacent materials and provide protection from the rain and snow.

2.2.11 Landscape

A. Provide a landscape design that promotes the residential feel of the campus and the well being of the residents. The design shall visually enhance the facility and screen visually unappealing elements with native plants. The goal is to instill pride in the campus and create a year round outdoor environment for recreation and leisure. Areas disturbed by construction will be landscaped or seeded. Plant groupings shall consider personnel security, micro climates, wildlife habitat and ease of maintenance. The planting design shall consider traffic sight distances, underground and above ground utilities, snow maintenance and security. Planting or seeding shall occur only during periods when beneficial results can be obtained.

B. Preservation of Existing Trees

1. Trees to be saved shall be protected by temporary fencing continuously during demolition and construction operations.

2. Trees and other vegetation to be retained shall be protected from erosion and sedimentation.

3. Existing remaining trees shall be maintained in healthy condition by the Contractor during demolition and construction operations.

4. Work to be performed within the tree protection area shall be done by hand or light equipment. The grade shall not be elevated nor reduced within the critical root zone.

5. Weeds, invasive and obnoxious plants shall be removed and replaced with native species.

C. Landscape Materials

1. Trees, shrubs, and Ground Cover

a. Tree and shrub plant material shall be locally grown, within 125 miles of Fairbanks, or from local seed stock. Plant material from the same latitude is acceptable if local material is not available. Stock from Delta Junction and Nenana are acceptable.

Any deviations must be approved by Natural/Cultural Resources in writing. All nursery stock shall be healthy and free from disease, insect pests, mold, and fungus.

b. Plants shall be grown under climatic conditions similar to the locality of the project.

c. Quality, well shaped, vigorous, healthy plants having healthy and well branched root systems shall be provided.

d. Plants shall be free from disease, harmful insects and insect eggs, sun-scald injury, disfigurement, and abrasion.

e. Plants shall be provided that are typical for the species or variety.

i. Recommended Tree Species

a) White spruce Picea glauca

b) Paper birch Betula papyrifera

c) Lodgepole pine Pinus contorta var. latifolia

d) Scotch pine Pinus sylvestris

ii. Recommended Shrub Species

a) Late lilac Syringa villosa

b) False spirea Sorbaria sorbifolia

c) Silverberry Elaeagnus commutata

d) Potentilla Potentilla fruticosa

e) Common juniper Juniperus communis

f) Creeping juniper Juniperus horizontalis

g) Siberian pea shrub Caragana arborescens (for hedges)

2. Shade and Flowering Trees

a. A height relationship to caliper shall be provided that is in accordance with ANSI.

b. Height of branching should bear a relationship to the size and variety of tree specified, and with the crown in good balance with the trunk.

c. Trees shall not be “poled” or the leader removed.

3. Single Stem – Trunk shall be reasonably straight and symmetrical with crown and have a persistent main leader.

4. Multi-Stem – All countable stems, in aggregate, shall average the size specified. To be considered a stem, there should be no division of the trunk which branches more than 2 inches from the ground level.

5. Specimen – A plant shall be provided that is well branched and pruned naturally according to the species.

6. Deciduous Shrub

a. Plants that have the height and number of primary stems shall be provided and in accordance with ANSI.

b. An acceptable plant shall be well shaped with sufficient well spaced side branches recognized by the trade as typical for the variety grown in the region.

7. Coniferous Evergreen

a. Trees shall be provided that have the height-to-spread ratios which are in accordance with ANSI.

b. Trees shall not be “poled’ or the leader removed.

c. An acceptable plant shall be exceptionally heavy well shaped and trimmed to form a symmetrical and tightly knit plant.

8. Ground Cover

a. Plants shall be provided with the minimum number of runners and length of runner which are in accordance with ANSI.

b. Plants shall be furnished that have heavy, well developed and balanced top with vigorous well developed root system, and shall be furnished in containers.

9. Aggregate Mulch

a. Provide a minimum of 3’ wide aggregate mulch strip directly adjacent to the building.

b. Provide a 1’ wide aggregate mulch strip around AT/FP boulders.

c. Separate all aggregate mulch area from lawn areas with edging

10. Topsoil

a. Topsoil for trees, shrubs, ground covers and turf shall be either conserved topsoil screened to remove rocks, sticks, roots or debris larger than 0.75 inch and amended per the soil test, or manufactured topsoil consisting of 40%-60% shredded peat from a source above the water table, and 40%-60% sandy silt, or a mixture of conserved and manufactured topsoil amended per the soil test. Thoroughly mix lime into the topsoil to raise the soil pH to 7.0.

b. A soil test shall be performed for pH, chemical analysis, and mechanical analysis to establish the quantities and type of soil amendments required to meet local growing conditions for the type and variety of plant material specified.

11. Fertilizer for Trees and Shrubs

a. Apply 8-32-16 or 10-20-20 fertilizer before July 15th, or in the spring no later than May 15th, at a rate of 1 pound per 0.75 inch of trunk diameter applied to the drip zone area, staying away from the trunk.

b. Lightly rake the fertilizer into the soil.

c. For a slow release fertilizer, use MagAmp 7-40-6 plus 12% Magnesium.

D. Measurement: Plant measurement shall be in accordance with ANSI.

E. Installation

1. Verify the location of underground utilities

2. When obstructions below ground or poor drainage affect the planting operation, proposed adjustments to plant location, type of plant, and planting method or drainage correction shall be submitted.

3. Trees, shrub and ground cover planting season: 15 May to 15 Sept/freeze up.

4. Seeding planting Season: 15 May to 1 August and winter dormant seeding, planting just before the ground freezes in the fall.

5. Fertilizer applied to grass planted after 1 August should contain little or no nitrogen and a light application of phosphorus and potassium. Seeding at other than the specified date, will only be allowed upon written permission of the Architect/Engineer with a written guarantee by the contractor. Seeding shall not be done during windy conditions or when climatic or ground conditions would hinder placement or proper growth.

6. Plant pits shall be excavated and backfilled in accordance with ANSI.

7. The planting operation shall be performed only during periods when beneficial results can be obtained.

8. When special conditions warrant a variance to the planting operation, proposed planting times shall be submitted.

F. Pruning

1. The total amount of foliage shall be pruned by one-fourth to one third on installed trees and shrubs to compensate for loss of roots and transplanting shock.

2. The typical growth habit of individual plants shall be retained.

3. Trees shall not be “poled” or the leader removed, nor shall the leader be pruned or “topped off.”

G. Maintenance during planting operation

1. Installed plants shall be maintained in a healthy growing condition.

2. Maintenance operations shall begin immediately after each plant is installed and shall continue until the plant establishment period commences.

H. Plant establishment period

1. On completion of the last day of the planting operation, the plant establishment period for maintaining installed plants in a healthy growing condition shall commence and continue for a minimum of twelve months.

2. When the planting operation extends over more than one season or there is a variance to the planting times, the plant establishment periods shall be established for the work completed.

I. Maintenance during establishment period

1. The maintenance of plants shall include straightening plants, tightening stakes and guying material, supplementing mulch, accomplishing wound dressing, removing dead or broken tip growth by pruning, maintaining edging of beds, checking for girdling of plants and maintaining plant labels, watering, weeding, removing and replacing unhealthy plants.

2. Unhealthy Plant

a. A plant shall be considered unhealthy or dead when the main leader has died back, or 25 percent of the crown is dead.

b. Contractor shall determine the cause for an unhealthy plant.

c. Unhealthy or dead plants shall be removed immediately and shall be replaced as soon as seasonal conditions permit in accordance with the following warranty paragraph.

J. Warranty shall be for one full growing season after contract completion.

K. Turf

1. Turf consists of seed. There shall be two different types of turf mixtures applied; one for lawn areas around the dormitory and one for erosion control and field turf. The boundaries of each area shall be clearly defined on the planting plan. All areas disturbed by construction shall be turfed. Where necessary, erosion control methods shall be used to control wind or water related erosion. Work shall consist of placing 10cm (4 inches) of topsoil on all disturbed areas and seeding with the following seed mix:

a. Turf seed mix for around dormitory and field turf: 3.5 – 4.0lbs per 1,000 s.f.:

i. Festuca rubra ‘Arctared’ Red Fescue 50% by weight

ii. Poa protensis ‘Park’ or ‘Nugget’ Bluegrass 50% by weight

b. Turf seed mix for erosion control: 2.5lbs per 1,000 s.f.

i. Festuca rubra ‘Arctared’ Red Fescue 50% by weight

ii. Deschampsia beringensis: ‘Norcoast’ bering hairgrass 30% by weight

iii. Lolium sp. Perennial Ryegrass 20% by weight

2. Fertilizer

c. 20-20-10 fertilizer shall be applied at a rate to 7.5 lbs per 1,000 s.f., provide 2 pounds of actual nitrogen per 1,000 square feet of area and mixed into the top 4 inches of topsoil.

d. In the absence of a soil test and with directions from the project manager, the Contractor shall apply 17-17-17 at a rate of 12.5 pounds per 95 square meters.

2.2.12 Options

A. Refer to Paragraph 2.9. All Options shall comply with criteria of paragraph 2.1 through paragraph 2.8.

B. Option 4: Enhanced Landscaping - Landscape Planting Plan

1. A complete, integrated landscape planting plan shall be provided for the project. The design shall reflect appropriate groupings, and street tree plantings to define the outdoor spaces. Plant materials shall be chosen on the basis of plant hardiness, micro climate, soil conditions, maintenance requirements, and quality. Selected plant materials shall be low maintenance and tolerant of the specific site conditions. Planting or seeding shall occur only during periods when beneficial results can be obtained. The total quantity of trees and shrubs for the project shall be the sum of all plant material included in the scope of landscape planting plan. The scope of landscape planting plan shall be as follows:

a. Provide street tree plantings adjacent along Wabash Ave and Kobuk Loop planting a minimum of 12 trees. Trees shall be a minimum 2 inch caliper in size and 12 feet high, planted a minimum 25 feet on center and blend seamlessly with existing street tree plantings and AT/FP boulders. Tree planting shall be in a prepared, 18 inch deep, landscape bed with a minimum 4 inch organic mulch.

b. All areas not devoted to street tree plantings and parking lot landscaping shall be landscaped as follows:

iv. Provide a mixture of evergreen and deciduous tree plantings by planting a minimum of 30 trees. Trees shall be spaced in groupings and in a linear configuration, which compliments and blends seamlessly with the existing trees on campus. Trees shall be planted a maximum distance of 25 feet on center.

Deciduous trees shall be minimum 2 inch caliper in size. The number of evergreen trees shall be at least a third of the total number of trees on the project using at least two different species. The size of the evergreen trees shall be a minimum of 6 feet at the time of installation.

v. Provide a mixture of evergreen and deciduous shrub plantings by providing a minimum of 90 shrubs. The mixture and spacing of shrub planting material shall consider seasonal color and texture in addition to the mature height and spread.

Shrubs shall be spaced appropriately to avoid overcrowding at mature growth.

Shrubs shall be placed in groupings to compliment trees in the same planting area. The number of evergreen shrubs shall be at least one fifth of the total number of shrubs on the project. There shall be at least six different shrub species represented on the project with no species having less than one tenth of the overall number.

2.2.13 Prohibited Items

A. Sphagnum Moss.

2.3 CIVIL

2.3.1 Scope and Objectives

A. Site work shall consist of the complete design and construction of site earthwork and grading, parking lot modifications as required to meet AT/FP setbacks, asphalt and concrete pavement sections, curbs and gutters, pedestrian walks, site utilities, fire protection requirements, security/lighting provisions, site drainage, antiterrorism/force protection, landscaping, and coordination of any architectural, mechanical, and electrical site features although they may be shown on other disciplines’ drawings. The facility shall be completely usable with utility connections and other amenities as described in this document.

B. Design shall take into consideration topography and natural characteristics of the area, including climatic conditions, prevailing winds, areas of snow accumulation, etc. It shall be the Contractor's responsibility to protect existing features, which include roads, utilities, sidewalks, paving, curbs, and similar items not in the contract work limits, which if damaged by the Contractor shall be replaced, in kind at no cost to the Government. Site work and utility designs shall provide a functional development requiring only routine maintenance through its design life. Emphasis shall be placed on positive drainage, separation of dissimilar soil materials, and minimizing heave and subsidence. Site planning, development and the Contractor's operations shall at all times take into consideration that other facilities bordering the site must remain fully operational during the performance of the work.

C. The Design-Build Contractor’s Civil Engineer(s) of Record shall be responsible for the civil design as described in these documents. The civil design drawings and calculations shall be sealed by the engineer of record. The engineer shall be licensed as a civil engineer and shall have at least 5 years continuous experience in sub-arctic regions design.

2.3.2 References

A. ADOT&PF Standard Specifications for Highway Construction State of Alaska, March 2004, Department of Transportation and Public Facilities (for D-1 base course only)

B. Alaska Storm Water Pollution Prevention Plan Guide, ADOT&PF

C. AWWA Manual M14, Recommended Practice for Backflow Prevention and Cross Connection Control

D. AWWA Manual C651, Disinfecting Water Mains

E. Cold Climate Utilities Manual, Canadian Society for Civil Engineering, 2050 Mansfield Street, Montreal, Quebec H3A 1Z2, 1986.

F. EM 385-1-1, (Yellow book), U.S. Army Corps of Engineers Safety and Health Requirements Manual.

G. NFPA 1, Uniform Fire Code

H. UFC 3-120-01, Air Force Sign Standard

I. UFC 3-210-10 Low Impact Development

J. UFC 3-220-01 Geotechnical Engineering

K. UFC 3-230-01 Water Storage, Distribution, and Transmission

L. UFC 3-230-17FA, Drainage for Areas other than Airfields, M. UFC 3-240-01 Wastewater Collection

N. UFC 3-240-02 Domestic Wastewater Treatment

O. UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas, P. UFC 3-250-03, Standard Practice Manual for Flexible Pavements

Q. UFC 3-310-01, Structural Engineering, with Change 2, January 27, 2010 (for foundation depth only)

R. UFC 3-600-01, Fire Protection Engineering for Facilities

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

T. Eielson AFB Environmental SOP document, Eielson AFB (Located in Contract under Specification 01 57 20.00 10, Attachment 1)

U. NFPA 24, Installation of Private Fire Service Mains, 2010

V. ABA Accessibility Standards for Federal Facilities

W. 49 CFR 192, Transportation of Natural and other Gas by Pipeline: Minimum Federal Safety Standards

X. 18 AAC 72, State of Alaska, Department of Environmental Conservation (ADEC), Wastewater Disposal

Y. 18 AAC 80, State of Alaska, Department of Environmental Conservation (ADEC), Drinking Water Regulations

2.3.3 Unified Facilities Guide Specifications (UFGS)

A. 02 61 13 – Excavation and Handling of Contaminated Material (only if contaminated material is encountered)

B. 31 09 20 - Field Screen Testing of Soils for POL Contamination (Alaska District COE Guide Spec)

C. 31 11 00 - Clearing and Grubbing

D. 31 00 00 - Earthwork

E. 31 02 00 – Earthwork for Utilities (Alaska District COE Guide Spec, for reference only)

F. 31 03 00 - Earthwork for vehicle Traffic Areas, Sidewalks, Curbs and Gutters, and Area Grading (Alaska District COE Guide Spec, for reference only)

G. 33 11 00 – Water Distribution System

H. 33 30 00 – Sanitary Sewers

I. 33 51 03 – Gas Distribution System

J. 33 40 01 – Storm Drainage

K. 32 13 30 – Base Course and Bituminous Paving for Vehicle Traffic Areas

L. 32 17 24 – Pavement Markings

M. 32 16 13 – Concrete Sidewalks, Curbs and Gutters, and Site Elements

2.3.4 Sub-arctic climate conditions exist at the Project Site. The design analysis shall include written descriptions, accompanied by calculations as necessary, to show that all elements of the civil design are designed according to the principles and procedures of the Cold Climate Utilities Manual.

2.3.5 Topographic Survey

A. The Project Site survey data (see Appendix 07) of the proposed site location shows the topography, streets, utilities, and other surface features. The Contractor shall review and field verify the site plan information and shall be responsible for all additional survey(s) required to complete requirements of these documents.

B. Protection of Monuments: Existing survey monuments shall be protected from movement and damage. Damaged or disturbed monuments shall be documented and replaced, to the original order of survey accuracy, at no cost to the Government.

C. Not all underground utilities may be shown on the site plan provided. The Contractor shall obtain utility locates prior to starting any earthwork.

2.3.6 Fire Protection

A. Site water distribution and building service line for fire protection shall be designed in accordance with UFC 3-600-01.

B. New fire hydrants will be required at the project site. For the exterior fire protection system, Contractor shall install water service for the new building. Maximum length of a dead leg (no flow) water line shall not exceed 50 feet. Minimum water line ID size for the fire protection system piping supplying fire hydrants shall be 8 inch. Contractor shall determine number of hydrants required for this facility in accordance with UFC 3-600-01 and so that every portion of the building may be reached with a maximum hose lay of 350 feet. New hydrants shall be Waterous-Pacer®, Kennedy Valve, Inc. or equal with two (2) 2.5 inch hose outlets and one (1)

4.5 inch suction connection. Hydrant shall be painted with ICI Paint Color Number 4W423-6, Sorrel Brown.

C. The water main shall not be located under the new building.

D. Minimum water line ID size for the combined fire protection and domestic water building service line shall be 6”.

E. A fire hydrant shall be located within 150 feet of the fire department building connection.

F. Paved fire department access shall be provided in accordance with UFC 3-600-01 and NFPA 1 and shall be provided to within 32 feet of the building. Fire department access shall also be provided to within 150 feet of the fire department connection.