B.08.02.05_Statement_of_Work_(SOW)_Section_011010.pdf

US Army Corps of Engineers Europe District

APO AE 09049

mc11

Statement of Work Project Number:

FY 2019 – PN 469358

KRIVOLAK TRAINING CENTER (KTC) MOUT BUILDOUT

Krivolak, North Macedonia

Prepared by:

Design Section

Engineering Branch

14 AUG 2019

01 10 10 Statement of Work “KTC” MOUT BUILDOUT, Krivolak, North Macedonia

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SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL

3 ARCHITECTURAL

4 STRUCTURAL

5 ELECTRICAL

6 MECHANICAL (Not applicable) 7 FIRE PROTECTION (Not applicable) 8 SUSTAINABILITY (Not applicable)

ATTACHMENTS

Att. # 1 Location Map Att. # 2 Conceptual Site Plan Att. # 3 Architectural Concept Sketches and Sample Pictures Att. # 4 Structural Calculations Guideline Att. # 5 Range Design Criteria

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for construction, renovation and conversion of facilities on the Military Training Area near Krivolak, Macedonia;

The project consists of several facilities that will serve as a training site and buildings for Military Operations in Urban Terrain (MOUT). The training will simulate urban combat inside and around buildings of different types and function as typically encountered in urban warfare.

The project includes the following general items of work, detailed requirements are contained further down in this Statement of Work:

a. Partially clear, grub, and grade the site (for e. and g. below);

b. Convert an above ground, open concrete silo into a shooting range;

c. Convert a Barn Building, to resemble a “Hotel, Restaurant and Movie Theater”;

d. Convert a “U-shaped” complex of Stable Buildings including a Yard to resemble a Market Place and School with School Yard;

e. Provide a new 4 story “Apartment Type Building”;

f. Convert a Barn Building to serve as a “Tactical Object” (Shoot House);

g. Provide a new exterior “Narrow Street Scenario”;

h. Provide photovoltaic Street Lighting;

i. Provide furniture and furnishings to provide a realistic interior and exterior training scenario.

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities as described in this document. The work includes - but is not limited to - design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment must be permanent construction.

The facility in this project must be complete and usable to meet codes and technical and functional requirements per this Statement of Work (SOW). The proposal price must include all design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, general and administrative

14-Aug-19 Page 3 of 33 expenses (G&A) and general conditions to complete this project as described in the

SOW.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors is the responsibility of the Contractor.

1.2.1 BASE BID ITEMS AND OPTIONAL BID ITEMS

This Statement of Work addresses the technical requirements necessary to complete all work associated with this project. For information and requirements regarding the allocation of pricing between elements of the work, refer to the Bid Schedule included as a separate document. The Bid Schedule identifies the breakdown between the individual base bid and optional items for all work identified in this Statement of Work, associated drawings, and attachments. All work as described in these documents is included in either the Base Bid or Optional Items. Consider all items not specifically identified in the Optional Items as part of the Base Bid Items.

1.3 FUNCTIONAL AREAS

See attached Location Map, Architectural Sketches and Sample pictures.

1.4 SUBMITTALS

Government approval is required for submittals with “G” designation; submittals not having a “G” are for Contractor Quality approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Pre-construction Submittals

Demolition Plan; G

Inspection Plan; G

SD-05 Design Data

35% Design; G, DO

65% Pre-Final Design; G, DO

95% Final Design; G, DO

100% Corrected Final Design; G, DO

1.4.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

***Contractor must provide a DRAFT DD Form 1354 in accordance with UFC 1-300-08 CRITERIA FOR TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY

Submit all documents in electronic format (.pdf for text and calculations, .pdf and .dwg (AutoCAD, latest version, if designed in CAD) for drawings). See Specification 01 33 00 SUBMITTAL PROCEDURES for additional information.

1.5 MATERIALS AND EQUIPMENT

Materials and products used must be durable, heavy duty, industry standard. The equipment must be the manufacturer’s standard quality and must be compatible with all other equipment and materials within the system or assembly. Equipment and materials must include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

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Provide a nameplate secured to each major piece of equipment. Each nameplate must have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number. The definition of a “major piece of equipment” is at the discretion of the COR.

1.5.1 LIFE-SPAN

Construction must have an expected life span of 15 years.

1.5.2 MAINTAINABILITY

Provide low maintenance materials and systems appropriate for the project climate and location.

1.5.3 OPERABILITY

Systems (including but not limited to architectural, electrical, communications, and mechanical systems) must be simple to operate and easy to maintain.

1.5.4 STANDARDIZATION

Provide standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

Develop the design using the metric system.

1.7 DESIGN CRITERIA

Project design, site facilities, utility systems and material standards must be in accordance with the latest editions of the Host Nation building codes. In the absence of Host Nation building codes, use the International Building Code (IBC) and codes, technical standards, and regulations referenced in this RFP. NOTE: None of these buildings and structures will be inhabited or occupied over extended periods of time. No heating and cooling is required and no power or other systems.

While this RFP references various source standards and specifications, all design documents must meet Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the cited standard or specifications being supplanted. Apply the more restrictive standards when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, use the more stringent requirement and quote both codes verbatim in correspondence to the COR. The designer is responsible to determine the required material and execution standards where specific standards are not indicated.

Provide an electronic copy of the local Host Nation standards and building codes in their original language as related to facility design and construction.

1.8 DESIGN CONFERENCES AND MEETINGS

The Contractor and the entire design team are required to participate in a design review conference for each design submittal. The Contractor may request a review conference, but the Government is under no obligation to conduct or participate in a review conference unless specifically identified in the contract documents. The Contractor must bring the personnel that developed the design submittal to any review conference.

All design review conferences must be held via teleconference or be reviewed and comments resolved via email.

The Contractor is responsible for taking meeting minutes during each design review conference and submitting to the COR for information and approval.

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The Contractor is responsible for evaluating all Government comments prior to each design review conference. The Contractor is responsible for resolving all Government comments from each design phase. The Contractor must provide annotated responses to each design review comment with the subsequent design submittal packages.

Construction may not begin until all Government comments from all design phases have been resolved.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

1.9.1 THIRD PARTY INSPECTION SERVICES

Furnish independent 3rd party inspection services to inspect the electrical and structural construction features of the project. The 3rd party must not be the same company responsible for the electrical or structural installation. This is in addition to the Contractor Site Personnel Requirements contained in 01 45 05 CONTRACTOR SITE PERSONNEL REQUIREMENTS. All testing is at the expense of the Contractor. Submit a plan for third party services to the COR. The inspection plan must be approved by the COR prior to construction.

1.9.1.1 GENERAL REQUIREMENTS

3rd Party inspectors must submit professional reports directly to the COR, without coordination with the Contractor, within 48 hours of the actual inspection. The report must contain the following at a minimum: names of all persons present for activity, listing and approval of all related materials, description of observed activity, and 10 photos (minimum resolution: 1504x1000) of the observed activity.

1.9.1.2 THIRD PARTY ELECTRICAL INSPECTOR REQUIREMENTS

The electrical inspector must be a certified Master electrician or licensed degreed Electrical Engineer and have a minimum of 10 years' experience, 5 years in the country where the project work is performed. Submit the inspector’s CV (Resume) to the COR for Government approval.

The following inspections must be conducted at a minimum: all outlets, off-cover inspection of all panels, verify that GFCI is present on all panels, municipal power connections, lightning protection installations, and generator installations.

Submit a plan and schedule to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the inspection plan and timing.

1.9.1.3 THIRD PARTY STRUCTURAL ENGINEER INSPECTOR REQUIREMENTS

The structural inspector must be a licensed graduate engineer with 10 years of experience, 5 years in the country where the project work is performed. Required experience includes, but is not limited to, inspecting concrete moment frame, concrete foundations, roof system and rebar and form work. Submit the inspector’s CV (Resume) to the COR for Government approval.

Submit an inspection plan and schedule of inspections to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the inspection plan and timing.

The following inspections must be conducted at a minimum: Bearing capacity of foundation soils, formwork and rebar of foundations, concrete placement of foundations. Formwork, rebar and concrete pour of moment frame. No concrete may be placed in forms without a preceding rebar inspection report and verification of functioning vibration equipment.

The inspector must review concrete test results and sign off on strength approvals.

1.9.2 PROTECTION OF WORK AREA

1.9.2.1 PROTECTION OF EGRESS AND LIFE SAFETY

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The Contractor must not take actions that hinder existing egress paths or disrupt operation of life safety systems without prior coordination with the COR and all applicable authorities having jurisdiction (AHJ). The Contractor is responsible for supplying signage or other protective measures as required by the COR or AHJ prior to impeding the egress path or life safety system.

END OF SECTION

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2.0 CIVIL AND GEOTECHNICAL

Provide and perform civil engineering design and construction services as required to provide a complete, accessible, functional and usable project. The Contractor is required to extensively coordinate civil design and construction work with the scope of the other disciplines described in this SOW.

2.1 SCOPE SUMMARY

Civil works for this project include, but are not limited to, site survey, geotechnical investigation, site layout, clearing and grubbing, demolition, earthwork, storm system, pavement, and landscaping. Refer to the bid schedule for which of these are base bid or optional.

2.2 EXISTING CONDITIONS

The proposed project is located in Krivolak, approximately 14.4 km north of Kavadartsi, North Macedonia (Latitude 41.559917°N, Longitude 21.976583°E. See Attachment#1 - Location Map.

2.2.1 TOPOGRAPHY

There is no known topographic survey for the project site. The existing site contains buildings, structures, pavement, utilities, fencing, outdoor furnishings, and vegetation as shown on Attachment#2 - Conceptual Site Plan. The graded site is located on the toe of a foothill. Adjacent terrain slopes from the north to all other directions. The existing information shown on Att#2-Conceptual Site Plan was compiled from google earth, and site photos.

2.2.2 UTILITIES

There is no storm system at the site. Rainfall discharges from the existing building downspouts to the ground and is directed via sheet flow over existing pavements and green space into the adjacent terrain.

There is no sanitary and no water system at the site.

2.2.3 GEOTECHNICAL

There is no geotechnical information provided for the project site.

2.2.4 ENVIRONMENTAL & ARCHEOLOGIGAL

The site is located inside of an archeological preservation area. Earthworks will be attended and supervised by HN authority giving guidance in case archeological remains will be discovered.

There are no known environmental protection areas on the project site. There is no prior knowledge of any hazardous or contaminated materials in the site’s soil or pavement.

2.2.5 UNEXPLODED ORDNANCE (UXO)

There is no prior knowledge of UXO in the site’s soil.

2.2.6 EXISTING CONDITIONS INVESTIGATION

Prior to bid, investigate the general and local conditions which can affect the work and/or its cost, including but not limited to:

a. Weather, or similar physical conditions at the site.

b. Surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site and due diligence research of as-built drawings, geotechnical reports, environmental reports, and publicly available information on the site.

c. Mobilization and staging constraints.

2.3 DESIGN SUBMITTALS

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Provide civil design submittals in accordance with RFP Section 01 33 16, DESIGN AFTER AWARD and in compliance with SOW Section 1.0 – GENERAL.

35% Design Submittal:

a. Preliminary Design Analysis of civil features.

b. Final Site Survey (include in the Design Analysis).

c. Final Geotechnical Report (include in the Design Analysis).

d. Final Existing Conditions Plan.

e. Preliminary Demolition Plan

f. Preliminary Site Layout Plans - Indicate existing and proposed Civil features.

Include other disciplines’ features (faded back) that affect the Civil Design (buildings, mechanical structures, electrical utilities, etc).

g. Preliminary Grading & Exterior Drainage Plans, including contours, finish floor elevations, and drainage features.

h. Preliminary Pavement Plans

i. Preliminary Civil Specifications (Table of Contents only).

65% Design Submittal:

a. Update all items from the 35% Design Submittal to 65% (Pre-Final) Design.

Incorporate all 35% design comments.

b. Pre-Final Profiles, Cross Sections, and Details for Grading and Exterior

Drainage. Include spot grades and slopes in Grading Plan. Include erosion control design.

c. Pre-Final Pavement Profiles, Cross Sections, and Details

d. Preliminary Landscape Plan and Details, including seed mix and seed coverage rate

e. Preliminary Civil Specifications

95% Design Submittal:

a. Update all items from the 65% Design Submittal to 95% (Final) Design.

Incorporate all 65% design comments.

100% Submittal:

The 100% Submittal provides a complete and final set of contract documents ready for construction. Update all Final submittals from 95% to a corrected Final submittal.

Address all previous government review comments before submitting.

2.3.1 DESIGN ANALYSIS

Provide a Design Analysis for all Civil features that documents significant design choices and substantiates design compliance with contract requirements, applicable codes and standards. Documentation includes narrative, calculations, photographs, sketches, and catalog cut sheets. Reference all applicable regulations, standards, and criteria for the design. Reference sources are subject to Government approval.

Provide design assumptions. For design choices, discuss alternative systems considered, and provide rationale for the selected alternative.

The Design Analysis includes but is not limited to:

a. Discussion of Site Layout constraints and design decisions, including but not limited to, land use, vehicle and pedestrian access, orientation of features on-site, setbacks from site features, and minimizing earthwork and tree removal.

b. Discussion of Demolition constraints and design decisions.

c. Discussion of Earthwork and Site Grading constraints and design decisions.

Provide cut and fill calculations. Provide slope stability calculations for slopes steeper than 2H:1V or slopes supporting proposed structures. Include pertinent geotechnical information that affects earthwork.

d. Discussion of exterior drainage constraints and design decisions for the proposed new improvements. Provide a hydrologic and hydraulic analysis of the exterior drainage, including offsite areas that contribute to and influence the exterior drainage of the new improvements. Provide drainage basin map(s), 14-Aug-19 Page 9 of 33 rainfall data, and coefficients used. Provide calculations for sizing of drainage features, including infiltration and other Low Impact Development practices. Provide Pre and Post Development comparisons. Use the Rational Method or TR-55 for analysis and design of any planned storm piping. In the absence of Host Nation requirements, use a minimum 10-year storm frequency for analysis and design. Include pertinent geotechnical information that affects the planned drainage features.

e. Discussion of Pavement constraints and design decisions. Provide the design vehicle(s) specifications. Demonstrate the turning path of the largest anticipated vehicle(s) in the most constrained situations on the site plans.

Provide vehicular circulation patterns using Auto-turn or equivalent method.

Provide calculations for the pavement section. Provide design traffic calculations and assumptions. Include pertinent geotechnical information that affects the pavement design.

f. Discussion of Landscaping constraints and design decisions.

g. Site Survey as an appendix.

h. Geotechnical Investigation and Report as an appendix.

2.3.2 DESIGN DRAWINGS

Provide Civil design drawings of sufficient detail to address the requirements of each design submittal. Civil drawings include plans, profiles, cross sections, and details of Civil features for the project. Design drawings include all necessary information (labeling, dimensioning, legend, details, notes, etc.) to allow for complete understanding and constructability of all proposed features. Provide comprehensible differentiation between features that are proposed, existing, future, or proposed to be demolished by use of appropriate choice of line styles, line weights, and/or colors. Reference USACE A/E/C Graphics Standard for graphic requirements.

2.3.3 SPECIFICATIONS

Provide Civil specifications of sufficient detail to address the requirements of each design submittal. Specifications, when combined with the design drawings, allow for complete understanding and constructability of all proposed Civil features.

Specifications may be notes on the Civil design drawings as an alternative to a separate specifications document.

2.4 DESIGN CRITERIA

Provide civil design in accordance with Host Nation codes. In the absence of Host Nation codes, use the latest release of the International Building Code (IBC) and the following codes and technical standards:

a. Uniform Facility Criteria (UFC) 3-201-01, Civil Engineering

b. UFC 1-202-01, Host Nation Facilities in Support of Military Operations

c. UFC 3-220-01, Geotechnical Engineering

d. UFC 3-250-01, Pavement Design for Roads and Parking Areas

e. USACE A/E/C Graphics Standard (ERDC/ITL TR-12-1)

f. AASHTO-A Policy on Geometric Design of Highway and Streets.

2.5 GEOTECHNICAL INVESTIGATION AND REPORT

Perform a geotechnical investigation and assessment of the project site to determine the subsurface conditions and geotechnical parameters for foundation, grading, and drainage design. Perform the necessary amount of testing, borings and test pits at depths suitable for the project improvements. Include geotechnical investigation in areas where borrow material will be used. The Geotechnical work must be performed under the supervision of a professional geotechnical engineer registered with the jurisdiction having authority, and the report must be signed by the Geotechnical Engineer. In the absence of Host Nation codes, perform the geotechnical investigation and report per UFC 3-220-01, Geotechnical Engineering and IBC.

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Coordinate testing locations with the COR to avoid impact to existing utilities and facility operations. Utility locates, permits, pavement removal and vegetation clearing is the Contractor’s responsibility. Repair disturbed areas with a concrete patch in paved areas, and compacted soil in non-paved areas. The repaired area must be flush with the adjacent surface. Following restoration, stake and flag each of the hole locations with boring identification numbers. In paved areas, use white paint on the paved surface to mark hole locations. Provide a map indicating the borehole and test pit locations.

2.5.1 REPORT

Include, as a minimum, the following information:

a. Description of field work completed and equipment used; names, signatures and stamps of licensed professionals involved; name of drilling company.

b. A description of site subsurface conditions, regional geology, and seismic conditions at the site.

c. Site map of borehole and test pit locations.

d. High resolution color digital photographs of each borehole and test pit location.

e. Test pit logs with classification of all subsurface materials. The logs must distinguish fill materials from native materials, include all in‐situ test results, and include groundwater depth information, if groundwater is encountered. Distinguish between bedrock and rock boulders.

f. Reports of all the field and laboratory testing.

g. Recommendations for allowable bearing capacity, expected settlement, type of foundation, minimum footing and grade beam dimensions, lateral earth pressure parameters, and minimum depth of foundation for footing and grade beams.

h. Recommendations for preparation, placement, and compaction of onsite soils, borrow material, soil replacement, soil amendment/treatment, structural fill, topsoil, and trench backfill. Include dewatering and temporary retaining structure needs.

i. Recommendations for pavement design and construction.

j. Calculations to support conclusions and recommendations

2.5.2 DESIGN DRAWINGS AND SPECIFICATIONS

On the design drawings and/or specifications, include geotechnical information that affect the design of the project, including but is not limited to, boring locations, boring logs, groundwater and frost depths, and any details that convey requirements for site preparation.

2.6 SITE SURVEY

Provide a topographic survey from a licensed surveyor that includes all existing site information needed to design and construct the project. Include x, y, and z coordinates to the nearest 0.005 meters, dimensions, material, and basic characteristics of all features within the project site limits, as well as all features outside of the project site limits that will affect the design and construction of the project. Research record drawings to obtain utility and pavement information that is not visible from the surface. Provide notes indicating the sources and any limitations or assumptions of the data. Provide a copy of the survey in CAD, in addition to the paper/electronic requirements of the Design Analysis.

Locate and show on the topographic survey the following information:

a. Property boundary, public right of way, and easements.

b. Survey monuments. Include description.

c. Spot elevations covering the entire survey limits showing high points, low points, grade changes, and at sufficient intervals to represent the general character of the terrain.

d. Contours in intervals of 0.25 meters.

e. Buildings and other miscellaneous structures. Provide finish floor elevation.

f. Pavements. Include pavement type, thicknesses, joint patterns, and pavement markings. Include top of curb and gutter elevations.

g. Surface Drainage Features.

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h. Utility lines and structures. Include rim elevations and invert elevations for utility structures; identification of lines as underground or aboveground;

pipe sizes and materials.

i. Fences. Include height, material, direction of outrigger, gate locations and types.

j. Signs. Include sign text.

k. Trees: In areas that trees are to be protected, locate outside drip line of trees, and include type of trees. Where selective clearing will be proposed, locate trees over 150 millimeter diameter at chest height, and include tree species, diameter at chest height, and dripline diameter.

l. Geotechnical boring locations.

m. Locate environmentally sensitive areas (determined and marked by others).

n. North arrow and scale of drawing.

o. Legend depicting the symbols and abbreviations used on the drawing.

p. Horizontal and vertical coordinate systems, date of survey, licensed surveyor name and license number.

Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information. Utility field locates and as-built research are the responsibility of the Contractor.

Upon completion of construction, update the original survey with an As-built survey of the site as constructed, including underground utility locations and depths.

Submit the As-built survey to the COR for approval.

Reference UFC 3-201-01, Civil Engineering, Section 2-2.2-SURVEYING for survey requirements. Use the Universal Transverse Mercator (UTM) coordinate system. The vertical coordinate system must be based on sea level.

2.7 SITE LAYOUT

Locate the proposed buildings and other improvements as indicated on Attachment #2

– Conceptual Site Plan. Amend the site layout as determined by the site-specific constraints, the owner’s preferences, accessibility, future expansion, and opportunities that are identified and evaluated as part of the Contractor’s scope of work. Locate the proposed Apartment type building outside the dripline of existing trees. Align the proposed building on the same axis as adjacent buildings and property lines.

The Contractor is responsible for all aspects of the project whether they are shown on the conceptual plan or not.

2.8 CLEARING AND GRUBBING

Remove all farming material, equipment, machines and other loose bulky items currently stored in the yard surrounded by the buildings to be renovated for future shop and school simulation, as well as in all other locations being subject of new construction and renovation. Remove and grub up all vegetation covering the areas of the proposed improvements and of the existing pavements. Dispose material, bulky items, equipment, machines, and vegetation per Host Nation requirements.

2.9 DEMOLITION

Remove existing structures, utilities, pavement, and any other features to construct the proposed improvements. Provide straight, neat sawcuts at limits of pavement removal.

Demoed material shall be tested per host nation standards. If hazardous materials are discovered, cease demolition, secure the area, and notify the COR for further guidance.

2.9.1 CONSTRUCTION LIMITS

https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system

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Do not disturb the project site beyond necessary for installation of proposed construction. Do not disturb any areas past the site’s property line. Show demolition work and limits of disturbance in the drawings. Stake-out the limits of disturbance on-site with temporary fencing before beginning construction.

2.9.2 ITEMS TO REMAIN IN PLACE WITHIN CONSTRUCTION LIMITS

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the COR. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the COR prior to performing said work.

2.9.2 TREES

Remove trees with driplines within the footprint of the proposed improvements.

Protect trees larger than 150mm diameter at chest height within the project site which might be damaged during construction, with a 1.8 m high fence around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots.

Mitigate for tree removal per Host Nation Requirements.

2.9.3 UTILITIES

Any existing utilities encountered that are impacted by this project must be protected, or relocated if protection is not feasible. Remove any existing utilities found under or within 3.0 m of new foundations planned for proposed facilities, structures, or buildings. Reroute existing utilities to be displaced in accordance with SOW Section 2.11-UTILITIES.

Remove or abandon the remains of relocated utilities between the connection points of the rerouted utility run. Manholes or underground structures planned to be abandoned must be removed to a minimum depth of 50 centimeters below finish grade.

Fill abandoned manhole or structure per Section 2.9-EARTHWORK requirements.

2.9.4 DUST, DEBRIS, AND EROSION CONTROL

Prevent the spread of dust, debris, and erosion from the project site. Install erosion control measures before beginning construction. Sweep pavements as often as necessary to control the spread of debris. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, erosion, or pollution. Remove snow, dust, dirt, and debris from work areas daily.

Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

Reference RFP Section 00 74 00-SPECIAL CONDITIONS, and 01 30 00-GENERAL REQUIREMENTS for additional demolition, protection, and permitting requirements.

2.10 EARTHWORK

Perform all earth work necessary for the installation of the proposed improvements.

2.10.1 PLANS AND SPECIFICATIONS

Define earthwork requirements in the plans and specifications. Include requirements for satisfactory material, borrow material, structural fill, topsoil, utility trenches, replacement and improvement of on-site soils, soil compaction (for subgrades of structures, paving, and landscaped areas), compaction for utility trenches, maximum lift depths, density testing frequency, maximum temporary and permanent slopes, and engineered support systems. The earthwork requirements must not conflict with the recommendations in the Contractor-provided Geotechnical Report.

2.10.2 UNEXPLODED ORDNANCE (UXO) CLEARANCE

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Provide UXO survey if required by Host Nation or the Installation. If UXO is discovered, cease excavation, secure the area, and notify the COR for further guidance.

2.10.3 CONTAMINATED SOIL

Inspect and test all soil according to Host Nation requirements. If hazardous materials are discovered, cease excavation, secure the area, and notify the COR for further guidance.

2.10.4 CULTURAL RESOURCES

Cultural resources, such as archaeological remains, may be uncovered during excavation operations. If suspected cultural remains are found, cease excavation, secure the area, and notify the COR for further guidance.

2.10.5 TOPSOIL

Remove and save topsoil (approximately first 20 centimeters of excavation). Separate out subsoil, brush, litter, weeds, roots, stones larger than 25 mm in diameter, and other materials that would interfere with planting and maintenance operations. When restoring the site to finish grade, place topsoil back in excavated areas that do not include proposed paving or structures.

2.10.6 SATISFACTORY MATERIAL

Excavated material (below topsoil), if satisfactory for reuse per the Contractor’s Geotechnical Engineer, may be used on the project site where fill is required.

Unsatisfactory material, and surplus excavated material not required for fill, must be disposed of offsite, and is the responsibility of the Contractor. Borrow material may be required for construction from sources off site. Borrow materials are to be free of hazardous materials and contaminants. Any soil brought in from off-site sources must be certified for the intended use by accredited authority based on HN regulations.

2.10.7 BACKFILL COMPACTION

In the absence of Host Nation requirements and geotechnical recommendations, fill and backfill must be placed in layers of 20 centimeters loose thickness and compacted to a minimum 95% of the maximum dry density as determined by Host Nation test method equivalent to ASTM D-1557 (Modified Proctor test). Provide density tests on all lifts at a frequency of 1 test per 40 square meters for foundations, and 1 test per 30 meters of road and utility trench. Round up to nearest whole number (i.e. a 25 square meter foundation requires one test). The location of all tests must be selected by the Contractor’s geotechnical engineer, and copies of all test results must be furnished to the COR. All structure foundation excavations must be inspected and approved by the Contractor’s Geotechnical Engineer prior to placing concrete.

Repair earthwork areas as recommended by the Contractor’s Geotechnical Engineer, and approved by the COR.

2.10.8 ENGINEERED SOIL SUPPORT SYSTEMS

Provide engineered soil support systems (i.e. shoring) as required for the construction of the proposed improvements. The Contractor is responsible for all dewatering necessary for earthwork.

2.10.9 SITE GRADING

Provide site grading that directs storm water runoff away from buildings and structures either by drainage systems or by grading as follows:

a. Finished grades of earth/grass/gravel surfaces adjacent to buildings and structures must slope away from all exterior edges with a minimum slope of 5% for the first 2 meters.

b. Finished grades of paved surfaces adjacent to buildings and structures must slope away from all exterior edges with a minimum slope of 2% for the first 2 meters.

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c. Finished grades must not create stagnating water or ponding anywhere on the project site, nor create ponding on adjacent properties. Provide storm improvements if ponding is unavoidable.

d. Set finished floor elevations a minimum of 15 centimeters above finished grade at the perimeter of the building, with the exception of finished grade at entry points.

e. Set finish floor elevations of new buildings at a minimum of 30 centimeters above the local 100 year flood level.

The Contractor must limit proposed landscape slopes to a maximum 4H:1V for grass areas requiring mowing and 2H:1V for non-grass areas, which will a require non-erodible surface (i.e. rock, shrubs with mulch).

2.11 UTILITIES

This section applies in case relocation of existing utilities becomes necessary as per contractor’s site layout and design of the planned improvements.

Reroute utilities that are impacted by this project at least 3.0 meters away from facility or building foundations, except for building connections. Provide utility line depths, bedding, and backfill as required by applicable standards and geotechnical recommendations. Minimum cover over pipes is 0.6 meters; greater than frost penetration; or sufficient to support imposed dead and live loads for the pipe materials used; whichever is more stringent. Place plastic warning tape along the route of the buried pipe after installation at a height of 0.3 meters above the pipe.

Coordinate all required relocation and protection of utilities held by third party (e.g. public or private utility). This includes coordination of any work to be performed by the utility owner. Choice of materials and products for utility installation must be coordinated with the utility owner (customer or third party) to ensure proper integration and compliance with existing systems and allow for easy maintenance and repair of the utilities in the future.

Provide corrosion protection for utilities that provides the minimum life expectancy specified in GENERAL Section 1.0. Any piping or equipment exposed to sunlight must be coated with protective coatings suitable for UV exposure with a minimum expected coating life of 10 years before recoating.

2.12. EXTERIOR DRAINAGE

Provide positive exterior drainage to direct runoff away from the proposed new improvements, eliminate ponding, and prevent erosion. Take maximum advantage of existing drainage patterns and features. Include gravity collecting and conveyance systems like open channels, pipe systems, and culverts as needed to preclude adverse impact on planned and existing facilities on site and on adjacent properties. A pump system is not allowed.

Direct run-off into adjacent terrain ensuring that adverse impact on downstream facilities is precluded. Provide for Low Impact Development practices like infiltration features as feasible to facilitate that Post Development run-off is equal or less than Pre Development run-off.

Locate any planned infiltration feature a minimum of 3 meters away and downhill from structures. Provide an overflow to the infiltration/detention system that will not damage improvements or cause erosion.

Connect building downspouts to infiltration features or to splash blocks that drain away from foundations a minimum of 2 meters.

2.13 PAVEMENT

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Provide new gravel access drive to the planned new apartment type building and install gravel pavement for the new “Narrow Street Scenario”. Design Vehicle for the access drive to the planned new apartment type building shall be a 3-axle Singe Unit Truck of the Family of Medium Tactical Vehicles (FMTVs). Design Vehicle for the “Narrow Street Scenario” shall be a HMMWV.

Design gravel surface for the planned pavements based on an average daily traffic (ADT) below 250 vehicles/day with a traffic composition including less than 10% of heavy load vehicles. Minimum thickness for the gravel pavements shall be 200mm.

In the absence of Host Nation standards, design pavements per UFC 3-201-01, Civil Engineering.

Replace existing pavement sections where trenching occurs for utility installation.

Sawcut a minimum 30 centimeters beyond edge of trench.

Perform subgrade tests for all pavements as described in Section 2.9 - EARTHWORK.

The location of all tests must be selected by the Contractor’s Geotechnical Engineer, and copies of all test results must be furnished to the COR.

2.13.1 APARTMENT TYPE BUILDING ACCESS DRIVE

Provide geometric layout of the one-lane access drive to allow for safe and effective access of the Design Vehicle to the building location. Provide a minimum 4.5 meter access drive width even if the analysis demonstrates a thinner width would suffice.

Provide turning area for the Design Vehicle in case the length of the access drive extends 45 m.

Provide minimum 1 meter wide gravel perimeter apron around the entire apartment type building.

2.13.2 NARROW STREET SCENARIO GRAVEL PAVEMENT

The gravel pavement shall provide entry and exit to the “Narrow Street Scenario” as well as circulation area for the HMMWV inside of the facility. Coordinate geometric pavement layout for the “Narrow Street Scenario” with the architectural design to meet the training requirements and ensure that the Design Vehicle cannot easily pass through but is required to back-up minimum once to take the planned turn. Indicate accordant turning paths in the site plans.

2.14 LANDSCAPING

Provide grass seed and 20 centimeters of topsoil on the site in areas that do not have pavement or a building within the limits of disturbance. Seeds must be locally sourced, and native to the area. Provide seed coverage density per manufacturer/ supplier’s recommendations. Provide watering, weeding, and any other necessary care to establish growth. Limit planting to times of the year per local codes and/or manufacturer/supplier’s recommendations. Replace topsoil and seeds, at Contractor’s expense, in areas which do not have new growth coverage of 75% before the warranty period ends.

Before using chemicals during landscaping work, including for use on plants and on site features, the Contractor must submit to the COR, in the form of brochures, certificates and other technical material, information about the chemicals proposed, including about their environmental compatibility. Their use is only permitted with approval of the COR.

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3.0 ARCHITECTURAL

3.1 PROJECT DESCRIPTION

A. SHOOTING RANGE

The three existing long walls of the above ground silo, around the future life fire range measure approximately 40 meters in length and are spaced approximately 10 meters apart (see Location Map). The back wall is approximately 20 meters long.

At the existing above-ground-silo provide a roof to protect the space below to serve as a shooting range for hand fire arms and rifles. Provide a corrugated metal roof on new roof structure on existing reinforced concrete walls. The roof shall cover the shooting positions only and be approximately 10 meters in length and 20 meters in width.

Provide bullet traps across the whole width of the back walls and an anti-ricochet systems to avoid projectiles ricocheting off the walls, roof, roof structure and floor.

Clear height under the roof shall be minimum 3m at any given point.

B. HOTEL, RESTAURANT AND MOVIE THEATER

The two existing barn type buildings are almost identical and measure approximately 42 meters in length and 12 meters in width.

One of the existing barn type buildings shall be subdivided vertically along the middle. The wall will divide the movie theater from the hotel and restaurant side. Remove existing sliding doors, brick up sliding door openings and provide personal doors to meet function and local life safety/fire codes. The Hotel and Restaurant side must be provided with a new wooden or concrete ceiling to separate the restaurant on the first floor, from the hotel on the upper floor.

At least two staircases must be provided up to the hotel room floor. A central hallway will lead along the hotel rooms on both sides of the building. The hotel rooms shall be provided with a room that resembles a typical bathroom (no plumbing or fixtures to be provided) approximate size 2 meter square. The hotel rooms shall be provided with balconies towards the street. Provide one or two linen closets or janitor rooms along the hallway.

The restaurant on the first floor shall also serve as the hotel reception and provide a foyer type space for the hotel. Next to the foyer, provide a restaurant space (open floor plan) with double door wide openings towards the street for outside seating. The restaurant shall also have a kitchen space (approximately 10 square meter) and storage room (approximately 4 square meter), as well as a restroom (approximately 2 square meter with no sanitary fixtures or plumbing).

For the movie theater, the Contractor shall provide an entrance foyer (approximately 20 square meter) with ticket booth and restrooms. The theater room itself shall have raised podium seating as in a typical movie theater.

Movie theater seating shall be simulated by wooden benches with continuous backrests and seating surfaces, instead of individual seats. Alternatively and preferably, the Contractor may install real movie theater seating from an abandoned movie theater that is being renovated or demolished. Provide a projection booth at the top end of the movie theater auditorium room.

Construction shall be either wood or concrete and masonry, both weather resistive as the building will not be provided with new windows.

C. MARKET PLACE AND SCHOOL WITH SCHOOL YARD

The existing “U”-shaped complex is approximately 50 meters along the outside wall, with the building being approximately 11 meters wide. The Yard is approximately 40 meters by 20 meters.

1) Provide a shop type layout along the street side (towards the future hotel building (bldg.)) in the existing “U”-shaped stable building complex. Shop spaces shall have door and window openings towards the street and be

14-Aug-19 Page 17 of 33 separated by CMU wall in between. Provide different size shops. Provide saw cut window and door openings into the existing exterior walls, where required. Brick up window openings where required. The street side wing of the “U”-shaped complex shall have the appearance of a typical row of shops along a city/village street. Existing interior stable floors shall be made level by filling / leveling with concrete. Fix leaking roof where required to prevent rain and snow entering the building. The Yard behind the shop shall be used as a market place.

2) Provide a school type layout along the hill side (North) in the existing “U”-shaped stable building complex. Provide classroom size rooms with exterior doors. Brick up and provide window openings where required. Provide rough door openings into the hallway. Saw cut door openings from the “classrooms” into the exterior wall facing the yard. Existing interior stable floors shall be made level by filling / leveling with concrete. Fix leaking roof where required to prevent rain and snow entering the building.

The Yard shall be used as a school yard.

3) Provide offices at the “head” of the U-shaped school/shop building. Offices shall be facing the yard and the opposite exterior wall. Offices may be different size but all with a window. The corner spaces, at the existing door openings shall remain open to form “foyer” type spaces or resemble a larger meeting room.

D. APARTMENT TYPE BUILDING

Provide a reinforced concrete / masonry construction apartment type building as shown in attached sketches. Sketches show 3 floors! Contractor shall duplicate floor 2 to provide a building with a total of 4 floors.

Provide a flat roof terrace with a continuous parapet wall. Provide interior concrete staircase from ground floor up to the roof terrace. Provide interior Concrete Masonry Units (CMU) walls and door openings as well as balconied and “loggias” as shown in attached sketches. The floor plan dimensions shall be minimum 9,3 meter x 10,3 meter. Interior clear room height shall be minimum 2,5 meter. Facades shall have rough window openings as shown in attached sketches.

E. “TACTICAL OBJECT” (SHOOT HOUSE)

Provide a fully functional shoot house in an existing barn type building as shown in attached sketches and photos. No live ammunition will be used in the shoot house.

Remove existing sliding doors, brick up sliding door openings and provide personnel doors to meet function and local life safety/fire codes. Provide movable partitions that allow for building different floor plan layouts.

Provide catwalk for instructor with two remotely located staircases. Fix leaking roof where required to prevent rain and snow entering the building.

Provide shoot house in the barn building located on the east side of the compound.

F. “NARROW STREET SCENARIO”

Provide CMU walls with reinforced concrete columns and ring beam (to include footings down to typical frost depth) and ring beam as well as a galvanized and factory finished double door. No lock required. Provide in location as shown in attached Location Map. Layout the walls in a manner that a HMMWV needs to back up once to pass through the narrow turn.

Extensive coordination is required between the architectural work and the civil, geotechnical and structural requirements of this project.

3.1.1 DESIGN

Provide a design and construction package that uses the space allocations, functional adjacencies, design details, and features given or referenced in this RFP. The design

14-Aug-19 Page 18 of 33 must incorporate all referenced codes and regulations. The Contractor is responsible for creating additional details as required to complete a full design. All details must conform to the requirements of this RFP and are subject to the approval of the COR. A schematic design has been attached for reference. The schematic plans are provided for diagrammatic purposes only and do not necessarily represent an approved floor plan or design. The Contractor is responsible for providing a design that meets all requirements of the User and the codes and criteria referenced in this Statement or Work.

3.1.2 DESIGN SUBMITTALS

Provide all architectural submittals after contract award in accordance with Section 01 33 16 DESIGN AFTER AWARD and Section 01 33 00 SUBMITTAL PROCEDURES. Prepare and submit the documents listed below at the submittals indicated.

3.1.2.1 35% DESIGN SUBMISSION

Include the following drawings and reports as applicable to the project:

a. Code Summary – Provide a tabular code compliance summary.

b. Demolition Plans – Provide existing floor plans, indicating all demolition required.

c. Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions, scale 1:50.

d. Building Elevations – Provide all building elevations indicating all…