Atch 23 Amend 0003 Statement of Work_011010_Divichki Simulation Center_14Jul20.pdf

US Army Corps of Engineers

Europe District

APO AE 09049

ur05a

Statement of Work

Project Number:

PN 785764

Construction of Simulation Center

Divichki, Ukraine

Prepared by:

Design Section

Engineering Branch

14 JULY 2020

W912GB30R0030 Amendment 0003 Attachment 23

01 10 10 Statement of Work Simulation Center – Divichki, Ukraine

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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 & COMMUNICATIONS

6 MECHANICAL

7 FIRE PROTECTION (N/A - covered in other sections)

8 SUSTAINABILITY

ATTACHMENTS

Att. # 1 Location Map

Att. # 2 Conceptual Site Plan – Alternative 1

Att. # 3 Conceptual Site Plan – Alternative 2

Att. # 4 Conceptual Floor Plan Layout

Att. # 5 Structural Calculations Guideline

Att. # 6 Dedication Plaque

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for construction of a facility in Divichki, Ukraine; Latitude 50°2’23.89“N, Longitude

31°13’50.68“E (See Attachment#1-Location Map.)

Provide a new single-story masonry / concrete or pre-engineered metal building

(size approximately 2,490 m2 that will serve as Simulation Training Center.

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

a. Clear, grub, and grade the site

b. Construct new Facility

c. Provide site improvements including roads

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without furniture) 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 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 ITEMS AND OPTIONAL ITEMS

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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 Specification

Section 01 22 00 PRICE AND PAYMENT PROCEDURES. The Schedule of Items identifies the breakdown between the individual base items 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 or Optional

Items. Consider all items not specifically identified in the Optional Items as part of the Base Items.

1.3 FUNCTIONAL AREAS

Refer to the attached conceptual drawings for a depiction of the required functional areas and spatial adjacencies for the site and new facilities/structures.

General requirements for the design are as listed below:

A. Training Operation Center (TOC)

Consists of large center area for planning and discussion. Space should be flexible for conference table set up or rows of seating for presentations. Approximate size of these are 75-80 sm.

Provide six office spaces for the various groups (similar to J2, J3, J4, etc.) to break out in discussion groups. Offices need to be near the large central planning area. Offices sizes vary from 6-12 sm each.

Need two of these as minimum—One for a brigade and one for a training battalion

Ideally there are four of these—One for the brigade and three for the battalions. Provide site expansion capability for two more TOCs for a total of six so that they could comply with the NATO requirements of 5 battalions per brigade.

B. VBS Training classrooms

Provide 3 classrooms that accommodate up to 50 people at tables

Typical class size is 27-34, but should have surge capacity for up to 50 people

Software is sold in bundles of 50 seats, so 150 seats will be purchased

C. JCATS training classrooms

Provide 3 classrooms that each accommodate 12 tables with two people at each table for a total of 24 students and 1-2 instructors

Software for 80 seats will be provided to the training center

D. Excon/Hicon

Performs management of the battle/training mission

Need two rooms capable of holding 20 people possibly with a dividing partition so that one large room can be created.

E. Necessary support functions

Lobby/entry area with weather vestibule

Restrooms (approx. 10% students/staff are women)

Break area with refrigerator and space for coffee maker(s)

Plotter room—for printing battle maps.

Server rooms—Number and location will depend on size of building

(distance of cable runs) and number of stories.

Utility rooms—electrical, water supply, mechanical equipment, etc.

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Security room—desk for security officer and the CCTV monitors.

Optional components are as follows:

A. After Action Review (AAR)/Briefing Area

Large room for initial orientation, after action reviews, meetings, and briefings

Room to accommodate 100 people sitting in rows with a speaker/presenter at the front of the room

Function might be accommodated in other rooms when they are not being used.

B. ECG

Provide one office for the director and open office for 10-12 people

C. Staff

Instructors offices/planning—22 instructors in open office

CPX group – separate area with six people and storage of maps

D. Computer parts storage and maintenance room

Space to accommodate one person doing computer maintenance and storage of spare computers and computer parts

Soldering of computer components performed

1.4 SUBMITTALS

Designer of Record approval is required for submittals with a “DA” designation.

Government approval is required for submittals with a “G” or “GA” designation.

Submittals having an “FIO” designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G

SD-05 Design Data

35% Design; DA/GA

65% Pre-Final Design; DA/GA

95% Final Design; DA/GA

100% Corrected Final Design; DA/GA

SD-06 Test Reports

Test Results and Reports; FIO

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.

1.4.2 TEST REPORTS

Provide all test results and reports identified in this SOW to the Government as a submittal in accordance with Specification Section 01 33 00 SUBMITTAL PROCEDURES.

Submittals will be considered for information only (FIO) submittals unless specifically identified as a submittal requiring government approval. Coordinate

14-Jul-20 Page 5 of 64 with the COR after award for the specific items to be included in the submittal register.

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.

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 25 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 Host Nation building codes (current versions as of the date of

RFP, unless otherwise indicated). In the absence of Host Nation building codes, use the International Building Code (IBC) and codes, technical standards, and regulations referenced in this RFP.

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.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

1.9.1 DEMOLITION

The Contractor is responsible for all required demolition as indicated in this scope. Demolition for this SOW is limited to civil work. Refer to Section 2.0

CIVIL for additional information.

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Submit a Demolition Plan to be tracked via the submittal register indicating all demolition, abatement, and disposal methods.

1.9.1.1 ABATEMENT AND DISPOSAL

All demolished materials must be abated and disposed of in accordance with local laws, codes and regulations. The Contractor is responsible for all required testing before, during and after demolitions as well as for all required compliance with safety standards.

1.9.1.2 DEMOLITION AND DISPOSAL OF HAZARDOUS MATERIAL

The Contractor is responsible to survey the site and determine if hazardous materials exist. If hazardous materials are found to exist, immediately notify the

COR, and provide the COR with the results of the relevant sampling and testing.

Provide the hazardous material report to the COR no later than 30 days after

Notice to Proceed (NTP) for information and approval.

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, earthwork, tree cutting, storm system, sanitary system, water 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 approximately southeast of Boryspil, Ukraine. (50°

2'23.89"N, 31°13'50.68"E). Site is located approximately 800 meters outside of the main cantonment area along a gravel road leading away from the cantonment area.

Several areas adjacent to the site had trenches from field training events. The site is approximately 0.5 to 1.0 meters below the finished road surface elevation and gradually slopes away from the road and toward the Dnieper River at the south, located less than 2,5 km away. Karan River is located in the north approx. 230m away from the site. The site exhibited signs of flooding and high water tables. See

Attachment#1-Location Map.

2.2.1 TOPOGRAPHY

There is no known topographic survey for the project site. The existing site contains buildings, vegetation as shown on Attachment#2-Conceptual Site Plan. 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.

There is no water system at the site.

There is no sanitary system at the site.

2.2.3 GEOTECHNICAL

There is no geotechnical information provided for the project site.

2.2.4 ENVIRONMENTAL

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

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, river stages, tides, 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 Plans, including contours, finish floor elevations.

h. Preliminary Pavement Plans

i. Preliminary Utility Plans (Storm, Sanitary, and Water).

j. 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 Grading Profiles, Cross Sections, and Details. Include spot grades and slopes in Grading Plan. Include retaining wall profiles, cross sections, and details. Include erosion control design.

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

d. Pre-Final Utility (Storm, Sanitary, and Water) Profiles, Cross Sections, and

Details.

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

f. Preliminary Civil Specifications

95% Design Submittal:

a. Update all items from the 65% 35% Design Submittal to 95% (Final) Design.

Incorporate all 65% 35% 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.

As Built Drawing Submittal:

In addition to the as-built requirements discussed in RFP Section 01 78 00-CLOSEOUT

SUBMITTALS, provide a topographical survey of the site per requirements of SOW

Section 2.6-SITE SURVEY. Include existing utility lines or structures (both modified and unmodified) encountered in the construction footprint that were not located on the original Site Survey.

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

14-Jul-20 Page 9 of 64 on-site, setbacks from site features, minimizing utility lengths, minimizing earthwork and tree removal, and future expansion.

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

Include pertinent geotechnical information that affects earthwork.

c. Discussion of Storm system constraints and design decisions. Provide a hydrologic and hydraulic analysis of the storm system, including offsite areas that contribute to and influence the project’s storm system. For each section of pipe, include analyses indicating pipe size, friction factor, length, elevations at each end of pipe, slope, design flow (Q), maximum flow capacity, design depth of flow, design percentage full, and design flow velocity. Provide calculations for sizing of structures, including detention, infiltration, and

LID features. Provide drainage basin map(s), rainfall data, and coefficients used. Provide calculations on the pipe’s structural capacity if the pipe is shallower than required in section 2.10-Utilities. Provide documentation for the 100 year flood elevation determination. Provide Pre and Post Development comparisons for detention/retention facilities. Use the Rational Method or TR-

55 for analysis and design. In the absence of Host Nation or Installation requirements, use a minimum 10-year storm frequency for analysis and design.

Include pertinent geotechnical information that affects the storm system.

d. Discussion of Sanitary system constraints and design decisions. For each section of pipe, include analyses indicating pipe size, friction factor, length, elevations at each end of pipe, slope, design flow (Q), maximum flow capacity, design depth of flow, design percentage full, and design flow velocity. Provide calculations for sizing of structures, including septic tanks, infiltration structures, and pumps. Provide calculations on the pipe’s structural capacity if the pipe is shallower than required in section 2.10-Utilities. Include pertinent geotechnical information that affects the sanitary system. Confirm that the existing receiving system has adequate capacity to receive the additional sanitary flow generated by the project.

e. Discussion of Water system constraints, design decisions and source. Provide calculations to demonstrate water system meets project requirements, including demand, water pipe sizing, design water pressure and flow rates at buildings and fire hydrants. Provide calculations on the pipe’s structural capacity if the pipe is shallower than required in section 2.10-Utilities. Provide well and water tank calculations.

f. Discussion of Pavement constraints and design decisions. Include pertinent geotechnical information that affects the pavement design. 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 Autoturn or equivalent method.

Provide calculations for the pavement sections. Provide design traffic calculations and assumptions.

g. Discussion of Landscaping constraints and design decisions.

h. Site Survey as an appendix.

i. 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. Civil drawings also include temporary construction plans/methods that affect the design and construction of the project.

These temporary plans include mobilization, dewatering, shoring, construction sequence, etc. 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.

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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. UFC 3-220-01, Geotechnical Engineering

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

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

TB MED 577/NAVMED P-5010-10/AFMAN 48-138_IP, Sanitary Control and Surveillance of

Field Water Supplies

NTRP 4-04.2.13/FM 3-34.469/AFMAN 32-1072, Water-Well Drilling Operations

USACE AED Design Requirements: Sanitary Sewer & Septic System

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 utility 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.

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. Soil Resistivity.

j. Frost Depth.

k. Deep foundation information

l. Recommendations for pavement design and construction.

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Recommendations for the storm and septic systems involving infiltration. See Section

2.10.2 - SANITARY SYSTEM.

m. Recommendations for the water well.

n. 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. Survey must be conducted prior to the first design submittal. 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. Include the address numbers, street names, and easement records.

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. Indicate normal water level for water bodies.

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. Signs. Include sign text.

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

k. Trees/Woods: identify trees per Host Nation permitting requirements. 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.

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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

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 building a minimum of 3 meters away from existing buildings. Locate the well no less than 30 meters from the edge of any septic drain field or latrine facility. Locate the sewer tank and drain field a minimum of 30m from the proposed building.

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

2.8 DEMOLITION

Remove existing vegetation, and any other features to construct the proposed improvements. Remove trees with driplines within the footprint of the proposed improvements. All contaminated soils discovered require special testing and disposal per Host Nation requirements.

2.8.1 CONSTRUCTION LIMITS

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.

2.8.1 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.

2.8.2 TREES

Unless otherwise noted on Att#2-Conceptual Site plan, protect trees which might be damaged during construction, with a 1.8 meter high fence around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots. Trees are defined as larger than 150mm diameter at 1.3 meters above existing grade. Mitigate for tree removal per Host Nation requirements.

2.8.3 UTILITIES

Any existing utilities encountered that are impacted by this project must be protected, or relocated if protection is not feasible. Remove existing and abandoned utilities under or within 3.0 m of the foundation of any proposed facility or building foundation. Reroute existing utilities to remain in accordance with SOW

Section 2.10-UTILITIES. Abandoned utilities must be removed up to the utility main

(or next utility main junction) and capped. Manholes or underground structures 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.

2.8.4 DUST, DEBRIS, AND EROSION CONTROL

Prevent the spread of dust, debris, and erosion from the project site. Install erosion control measures before beginning construction. 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.

2.9 EARTHWORK

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

W912GB30R0030 Amendment 0003 Attachment 23 https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system

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Contractor needs to fill the site as needed to prevent the proposed facilities to be impacted from flooding and settlement due to seasonal groundwater conditions and a high water table at the site.

2.9.1 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.

2.9.2 UNEXPLODED ORDNANCE (UXO) CLEARANCE

Coordinate and conduct UXO survey with Host Nation or Installation prior to conducting site work.

2.9.3 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.

2.9.4 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.

2.9.5 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.

2.9.6 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 clean.

2.9.7 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.

2.9.8 ENGINEERED SOIL SUPPORT SYSTEMS

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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.

2.9.9 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 2,5% for the first

2 meters.

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 building finish floor elevations at a minimum of 30 centimeters above the local 100 year flood level.

Site grading around the building must meet Host Nation accessibility guidelines.

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 require non-erodible surface (i.e. rock, shrubs with mulch).

2.10 UTILITIES

This section applies to all project underground utilities located outside the building, including but not limited to sanitary sewer, water supply, storm drainage, communications, and electrical. See Sections 5.0-ELECTRICAL and Section 6.0 –

MECHANICAL for additional utility requirements.

Proposed utility main alignments must be at least 3.0 meters from facility or building foundations, except for building connections. Provide horizontal and vertical separation between new and existing utilities for rehabilitation, maintenance, repair or replacement. Provide utility line depths, bedding, and backfill as required by applicable requirements and geotechnical recommendations.

Minimum cover over pipes is 0.8 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 installation, relocation, improvement 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 utility materials per IBC requirements. 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.

2.10.1 STORM SYSTEM

Land is wet and propensity to flood occasionally. Finished grades of surfaces adjacent to buildings and structures must slope away from all exterior edges.

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Geotechnical engineer must provide recommendation for the filling which is permeable for the rain drainage.

Provide a gravity storm drainage system to direct runoff away from improvements, eliminate ponding, and prevent erosion. A pump system is not allowed. If using an infiltration or detention system, locate infiltration/detention facilities 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.

Allowable storm pipe materials include polyvinyl chloride (PVC), high density polyethylene (HDPE), ductile iron, or reinforced concrete pipe. Storm structures must be concrete, with traffic rated cast iron or ductile iron frames and covers.

In the absence of Host Nation standards, design the storm drainage system per UFC

3-201-01, Civil Engineering Chapter 3-Storm Drainage Systems.

Connect building downspouts to the new drainage ditch/French drain and slope away the surface from the Bldg. toward the drainage ditch/French drain as shown on Att#2-

Concepetual Site Plan. Geotechnical Investigation must determine the best location for the drainage ditch/French drain with a soil percolation rate with more than 15 millimeter/hr and sufficient distance to the groundwater. Perform soil replacement or improvement in the proposed location of the drainage ditch/French drain in case geotechnical testing shows that minimum infiltration rate is nowhere available on site.

2.10.2 SANITARY SYSTEM

The contractor must identify the most feasible, optimally, and efficient Alternative for the project which are described below. Alternative 1 (drain field) is the preferred alternative and shall only be refused and the Alternative 2 (holding tank) planned instead, if certain constraints are not met.

Alternative 1:

Provide a septic system with tank, drain field, piping, and all appurtenances.

It is anticipated that structural fill and potentially coarse graded aggregate base will be needed to construct in this project area which would extend the distance from drain field to the ground water level.

The geotechnical engineer must provide recommendation for the structural fill especially for the location of the drain field. Geotechnical Investigation must determine sufficient distance to the groundwater and a soil percolation rate with more than 15 millimeter/hr to eliminate elevated ground system (and pump).

Perform an elevated ground system in case geotechnical testing shows that minimum infiltration rate is nowhere available on site after the project area has been filled with appropriate material. Therefore the new drain field pipes must be placed in an additional elevated ground filling.

Thicknesses of the elevated ground filling layers and certain grain size, compaction etc. must be recommended and tested by geotechnical engineer. Provide geotechnical fabric between soil and drain field. The additional elevated ground filling material and geotechnical fabric must avoid clogging of the drain field and extend more the distance to the ground water table.

Locate the system to allow for maintenance and cleaning. The system must have the ability to be monitored, pumped out, and have an alarm system when the capacity is being reached that reports to the building.

Locate the septic tank a minimum of 30 meters from buildings. Locate the drain field a minimum of 3 meters from the septic tank, structures, and outside the dripline of trees. Size the system based on the occupancy of the building and a 5 year maintenance schedule of pumping of the septic tank. See Att#2-Conceptual Site Plan.

Alternative 2:

Provide an underground holding tank with minimum 10 day capacity. Size the system based on the occupancy and maintenance schedule of pumping of the holding tank.

Locate the underground holding tank to allow for maintenance and cleaning. The

14-Jul-20 Page 16 of 64 system must have the ability to be monitored, pumped out, and have an alarm system when the capacity is being reached that reports to the building. Locate the holding tank a minimum of 30 meters from buildings. See Att#3-Conceptual Site Plan.

In the absence of Host Nation standards, design the sanitary system per UFC 3-240-

01, Wastewater Collection and WHO Fact Sheet 3.9 and USACE AED Design Requirements:

Sanitary Sewer & Septic System.

Allowable sanitary pipe materials include polyvinyl chloride (PVC), high density polyethylene (HDPE), or ductile iron. Sanitary structures must be concrete, with traffic rated cast iron or ductile iron frames and covers. In the absence of Host

Nation standards, design the sanitary system per UFC 3-240-01, Wastewater Collection.

After installation, test sanitary lines and structures for leakage and deflection per local codes. Provide test results to the COR. Locate and repair any sections failing to pass the required tests. Repeat the specified tests and inspections on the repaired sections.

See SOW Section 6.0 – MECHANICAL for indoor sanitary scope.

2.10.3 WATER SYSTEM

Provide a water system to connect the proposed building to a proposed approx. 15 meter-deep non-potable well and water storage tank. Design the system to meet all flow requirements of the facility as shown in Att#2 and Att#3 -Conceptual Site Plan.

The well pump must be powered by a generator, and must have sufficient performance to fill the elevated water storage tank in the amount of time required for proper operation of the water supply system. Provide a locked access to the pump with 2 sets of keys. Provide a manual pump option to the well if the electric pump fails.

To provide a reliable pressure and flow rate to the building, provide an elevated water tank between the well and the building. Provide a water storage tank size and elevation for the operational requirements of the facility. Tanks must be designed, fabricated and constructed for drinking water use. The water tank and piping must be UV resistant and include appropriate features (i.e. shading, insulation) to ensure water temperatures stay at an acceptable level for facility use. The water tank must have the ability to be filled by truck delivery, and include an access ladder and man-way for interior access for cleaning. The location of the fill connection must be convenient and labeled. The fill point and cleaning access must be secured and locked.

All water facilities (well, tank, taps) shall be well signposted and labeled as “do not drink, non-potable water”.

In the absence of Host Nation standards, design the well system per ANSI/AWWA A100-

06, Water Wells, NTRP 4-04.2.13/FM 3-34.469/AFMAN 32-1072, Water-Well Drilling

Operations, and the IBC.

In the absence of Host Nation standards, design the water system per UFC 3-230-01, Water Storage, Distribution, and Transmission and UFC 3-600-01, Fire Protection

Engineering for Facilities.

After installation, test water supply lines according to local codes for leakage.

Before the water supply line is put into final operation, disinfect the line, and then flush the line to remove traces of the sterilization agent. Test treated line for coliform bacteria. Provide test results to the COR. Locate and repair any sections failing to pass the required tests. Repeat the specified tests and inspections on the repaired sections.

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See SOW Section 6.0 – MECHANICAL for indoor water scope, water tank, and well scope of work.

2.11 PAVEMENT

Provide site access to allow operational and maintenance access to the facility.

Provide geometric layout of the paved areas to allow fire truck to access the site features and exit the site safely. Average daily traffic (ADT) is below 250 vehicles/day. Proposed pavements for the project include:

a. Aggregate access roads from the existing adjacent road to the proposed building and to the holding/septic tank. Provide a minimum 5 meter road width even if the analysis demonstrates a thinner width would suffice. Minimum thickness for aggregate surfaced roads is 200mm.

b. Portland Cement Concrete (PCC) or paving block pedestrian access to the building exterior doors. The path for the main entrance must be a minimum 5m wide and support delivery vehicles. The other pedestrian paths must be a minimum 2m wide.

c. Portland Cement Concrete (PCC) Ramp next to the main Bldg. access stairs.

d. Replace existing pavement sections where the trenching occurs for utility installation. Sawcut a minimum 30 centimeters beyond edge of trench.

e. PCC slabs for dumpsters, generators, transformers, and other proposed outdoor features that serve the proposed facility. Provide medium broom finish on PCC concrete.

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

Engineering.

For asphalt concrete, provide compaction and pavement density tests, as well as thickness and evenness tests, at the frequency listed in Section 2.9 - EARTHWORK.

For PCC, reference SOW Section 4.0 - STRUCTURAL for concrete requirements. 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.

2.12 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 from a certified plant nursery, 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

Provide and perform architectural design and construction services to provide a complete, accessible, functional, and usable facility in Divichki that will serve as a Simulation Center to train Ukraine troops and bring them up to NATO standards.

Provide a new single-story solid masonry / concrete or pre-engineered metal building (size approximately 2,490 m2 gross that will serve as Simulation Training

Center.

Extensive coordination is required between the architectural work and the civil, geotechnical, structural, fire protection, mechanical, and electrical 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 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 indicating Host Nation and/or IBC life safety requirements for all new facilities.

b. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress…