Attachment_0001_--_Statement_of_Work_--_24APR2019.pdf

2018-4515 Repair Roads and Parking Lot West of Building 350

Rock Island Arsenal Scope of Work

PR #2018-4515

Repair Roads and Parking Lot West of Building 350 24 April 2019

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

IMRI‐PWF

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

PROJECT SUMMARY: The scope of this design-build project consists of furnishing design, labor, equipment and material to fully repave and bring to current standards Landis Street and the adjacent parking lots. The project is located along Buffington Street and Landis Street west of Building 350 on the Rock Island Arsenal, Rock Island, IL.

PART 1: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION: US Army Garrison – Rock Island Arsenal (RIA) is seeking a design-build project consists of furnishing design, labor, equipment and material to fully repave and bring to current standards Landis Street and the adjacent parking lots. Work for this project includes demolition, earthwork, stormwater, electrical (lighting), new pavement, curb and gutter, and sidewalks. Also included is the demolition and replacement of two (2) sets of accessible ramps and stairs.

1.2 SPECIAL SERVICES/REQUIREMENTS: This project will require professional services for survey and design. Architectural and Engineering firms shall be employed to provide design drawings, technical specifications, and calculations of the proposed project and all necessary design support during the construction and closeout phases of the project. 100% final design submittal documents shall be stamped by a licensed professional engineer or architect (known hereafter of the Design of Record (DOR)) with a current license or registration to practice in any of the 50 United States.

1.2.1 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or the rest of the Rock Island Arsenal’s (RIA) services, personnel or entities shall be coordinated with the COR so as to minimize disruption. See Section 2.3.4 for phasing requirements.

1.2.2 Contractor shall be responsible for accurate measurements of all existing site conditions.

1.2.3 Contractor shall provide all services, labor, materials, supervision, equipment, tools, etc. necessary to accomplish the work described in this Scope of Work.

1.3 EXISTING CONDITIONS

1.3.1 All site condition information provided by the Government shall be field verified by the Contractor. The Government shall furnish, at no additional charge, the use of water.

1.3.2 Water lines shown in the base bid area are, at the time of solicitation, under contract to be designed and installed. The best available information has been provided to show how the lines are anticipated to be configured, however, Contractor shall contact the Government prior to design for updated utility information.

1.4 DEMOLITION

1.4.1 Demolish and remove existing roadway and parking lot pavement in project area.

Refer to Appendix A, Conceptual Drawings, Sheet CD-101. Approximately 25,700 square yards (SY) of pavement. Remove subbase and material sufficient to meet the cross sections provided in Appendix A, Conceptual Drawings, Sheet CD-101 and the grading criteria provided in Section 1.5.2 of this scope of work.

1.4.2 Demolish and remove existing stairs and accessible ramps to Building 350 as shown in Appendix A, Conceptual Drawings, Sheet CD-101.

1.5 NEW CONSTRUCTION

1.5.1 EARTHWORK AND PAVEMENTS

1.5.1.1 Unless otherwise specified, all earthwork shall be in accordance with Illinois

Department of Transportation (IDOT) Standard Specifications for Road and Bridge Construction (2016).

1.5.1.2 Unless otherwise specified, concrete used for pavements, curb, and gutters shall meet the requirements of Illinois Department of Transportation (IDOT) Standard Specifications for Road and Bridge Construction (2016) for Class PV concrete.

1.5.1.3 Perform necessary earthwork and install a new roadway connecting Buffington Street with the curve on the north end of the project. See Appendix A, Conceptual Drawings, Sheet CS-101. See section 1.5.2 for horizontal and vertical constraints.

1.5.1.3.1 Unless otherwise specified, roadway pavement shall be minimum 7” thick portland cement concrete (PCC) pavement with a 6” CA6 subbase.

1.5.1.4 Perform necessary earthwork and install new parking lot pavements for Lot 3H and Lot 3N. See Appendix A, Conceptual Drawings, Sheet CS-101. See section

1.5.2 for horizontal and vertical constraints. See Appendix A, Conceptual Drawings, Sheet CS-503 for typical parking lot section. This typical section establishes the minimum section requirements for a parking lot. Contractor may use existing subbase where it can be demonstrated via testing and submitted in writing by the Designer of Record that the existing subbase has an equitable load bearing capacity to the minimum section shown.

1.5.1.5 Install both an emergency vehicle access and sidewalk connecting Buffington Street/Parking Lot 3G to Building 350. See Appendix A, Conceptual Drawings, Sheet CS-101.

1.5.1.5.1 The emergency vehicle access shall be, at a minimum 12’ wide. It shall allow the design vehicle provided in Appendix E: Fire Department Design Vehicle to transition from Buffington Street to Parking Lot 3H.

1.5.1.5.2 The sidewalk portion shall meet all requirements for accessible route in accordance with the guidelines for the Architectural Barriers Act (ABA).

1.5.1.5.3 If the designed sidewalk requires a handrail to meet code then provide a minimum of 2’ separation between the emergency vehicle access and sidewalk.

1.5.1.6 Install sidewalk connecting shared use path to the north to Building 350. Path shall also connect pedestrians from Parking Lot 3O to Building 350. Sidewalk, including crossings and landings, shall meet ABA requirements. See Appendix A, Conceptual Drawings, Sheet CS-101.

1.5.1.7 Install sidewalk connecting the north end of Parking Lot 3N to Building 350.

Sidewalk, including crossings and landings, shall meet ABA requirements. See Appendix A, Conceptual Drawings, Sheet CS-101.

1.5.1.8 Install three (3) concrete pads and three (3) bicycle racks per pad as shown in Appendix A. Racks shall be inverted U style racks surface mounted and spaced to accommodate bicycles on either side of each rack without impeding pedestrian traffic on adjacent paths or sidewalks.

1.5.1.9 Install curbed islands with a 12’ minimum width clearance pedestrian walkway on the northeast section of Parking Lot 3H. See Appendix A, Conceptual Drawings, Sheet CS-101. Curb islands shall be designed to ensure the design vehicle provided in Appendix E: Fire Department Design Vehicle may use the pedestrian walkway as an emergency access route without impediment.

1.5.1.10 End of aisle radii in lot 3H shall be curbed rather than painted. Curbs for islands shall be Type “G” or “H”. Minimum depth of the islands shall be 12.5’ measured from back of curb to back of curb. Center islands shall have minimum depth of 21.5’. See Appendix A, Conceptual Drawings, Sheet CS-101.

1.5.1.11 Contractor shall install concrete driveways connecting the loading dock portions of buildings on the west side of Landis Street to Landis Street. See Appendix A, Conceptual Drawings, Sheet CS-101.

1.5.1.12 Unless otherwise specified, the minimum thickness for concrete pavements other than roadways, including but not limited to sidewalks, shall be a minimum 6” thick with 6” CA6 subbase.

1.5.1.13 Standard pavement sections shall have curb and gutter. Unless otherwise specified or necessitated by the design, Type B curb and gutter shall be used as shown in Appendix A, Conceptual Drawings, Sheet CS-504, Curb and Gutter Details. All curb and gutter shall be PCC.

1.5.1.14 Install new pavement markings and signage in accordance with the Manual on Uniform Traffic Control Devices (MUTCD).

1.5.1.14.1 Parking lot spaces shall be measured from the face of curb or the centerline of the striping delineating the space. Standard spaces shall be 18.5’ deep by 9’ wide.

1.5.1.14.2 Van accessible spaces shall have standard width access aisles (typically 5’) with wider spaces to accommodate the requirements of the ABA.

1.5.1.15 The area between building 331 and building 335 dock walls shall be backfilled such that there is 12”-14” from grade to the top of the retaining walls.

The top 8” of backfill shall be compacted CA6. Compacted asphalt millings shall be considered a comparable replacement for the CA6. Backfill shall meet all requirements of Illinois Standard Specifications for Road and Bridge Construction (2016), Section 205 Embankment. Final surface shall have a minimum California Bearing Ratio (CBR) of 80.

1.5.1.16 Install a 7” thick PCC pavement for motorcycle parking in Lot 3N along the east side of the lot. Pad shall be sufficiently wide for 4 motorcycles and at least 12’ deep.

1.5.2 HORIZONTAL AND VERTICAL GEOMETRIES

1.5.2.1 Vertical and horizontal curves, curve lengths, superelevation, and cross-slopes shall be in accordance with American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets (2018) and IDOT Bureau of Local Roads and Streets Manual, Part IV (2018). The design speed for Buffington Street and Landis Street is 25 miles per hour (MPH).

1.5.2.2 Contractor shall maintain the minimum and maximum grades as established by UFC 3-201-01 Civil Engineering, Table 2-1 Grading.

1.5.2.2.1 Exception: The maximum slope for parking lots shall be 3.5%. Slope shall run east-west.

1.5.2.3 Vehicle lane width for the roadway shall be a minimum of 10.5’ wide. Lane width shall be measured from the centerline of the roadway or paint marking to the next paint marking or edge of gutter. Back of curb to back of curb shall be a minimum of 25’ wide where there are only two (2) lanes.

1.5.2.4 The minimum design vehicle for radii along Landis/Buffington Street, unless otherwise noted, shall be a BUS-12 [BUS-40].

1.5.2.5 Contractor shall slope grade away from buildings along the west (331, 335, and

339) side of Landis or provide an approved equable solution that mitigates water ponding/flowing against the building or onto the loading docks.

1.5.2.6 The back of the eastern curb in Parking Lot 3H shall be no closer than 12’ to the face of the dock.

1.5.2.7 The median between Parking Lot 3H and Landis/Buffington Street shall be no less than 10’ from back of curb to back of curb.

1.5.2.8 Parking aisles shall be a minimum 26’ wide. Cross aisles shall be a minimum 24’ wide.

1.5.2.9 Contractor shall be responsible to ensure that that the design vehicle provided in Appendix E: Fire Department Design Vehicle can navigate from Rodman Avenue, along Landis/Buffington Street and park facing either north or south along the curb referred to in section 1.5.2.6.

1.5.3 LANDSCAPING AND INCIDENTAL WORK

1.5.3.1 Unless otherwise specified, all landscaping shall be in accordance with Illinois

Department of Transportation (IDOT) Standard Specifications for Road and Bridge Construction (2016).

1.5.3.2 Landscaped areas shall have a maximum slope of 1:3 (vertical:horizontal).

1.5.3.3 Grassed areas shall have a minimum of 8” of topsoil.

1.5.3.4 Seeding mixture within 50’ of the roadway shall be ILDOT Seeding mixture type

1A – salt tolerant lawn mixture. Contractor shall water grass until first mowing.

1.5.3.5 Landscaping within the curbed islands (1.5.1.9 and 1.5.1.10) shall be graded such that the trees are installed at the crest and drain towards the back(s) of curb.

Mulch the remaining area and landscape with salt tolerant perennial plantings native to the region. Mulch shall be 3”- 4” deep and no closer than 6” radius from the trunk of the tree.

1.5.3.5.1 Each large center island shall have a Shademaster Thornless Honeylocust (Gleditsia triacanthos var. inermis ‘Shademaster’) or approved equivalent.

1.5.3.5.2 Other islands within the parking lot shall have an Eastern Redbud (Cercis Canadensis) or approved equivalent.

1.5.3.6 Landscaping within the medians (1.5.2.6 and 1.5.2.7) shall contain a combination of Thornless Honeylocust, Prairifire Crabapple (malus x ‘prairifire’), and Eastern Redbud (Cercis Canadensis) or approved equivalents. Install a minimum of fifteen (15) Honeylocust, ten (10) Crabapple, and ten (10) Redbud. Mulch the remaining area and landscape with salt tolerant perennial plantings native to the region. Mulch shall be 3” to 4” above the ground and no closer than 6” radius from the trunk of the tree. Bid shall contain a line item price for installation of each type of tree.

1.5.3.7 Existing smoking hut in the parking lot will be retained. It shall be relocated as many times as necessary to provide continued access throughout all phases of construction. The Government reserves the right to dictate the final location of the smoking hut prior to final (100%) design approval. The final location of the smoking hut shall be made accessible (ABA) and no closer to any entrance than 50’.

1.5.3.8 Landscape the northern and eastern ends of Lot 3N and southern end of Lot 3H with a river rock hardscape bed 5’ wide and the length of the curb. Place intermittent large landscaping stones (2’ minimum diameter along smallest axis) and other landscaping features that will not be damaged by piling snow.

1.5.3.9 Landscape the remaining sections between the medians and sidewalk (1.5.1.6) west of Landis Street with a river rock hardscape bed 5’ wide and the length of the curb. Place intermittent large landscaping stones (2’ minimum diameter along smallest axis) and other landscaping features that will not be damaged by piling snow.

1.5.3.10 Landscaping south of Landis Street shall contain a combination of Thornless Honeylocust or approved equivalents. Install a minimum of five (5) trees installed no closer than 30’ on center. Mulch the remaining area and landscape with salt tolerant perennial plantings native to the region. Mulch shall be 3” - 4” deep and no closer than 6” radius from the trunk of the tree.

1.5.3.11 Where a tree is to be installed, excavate 2’ deep and backfill with topsoil.

1.5.3.12 All installed trees shall have a minimum caliper of 2”.

1.5.3.13 In addition to the requirements of accessible spaces, contractor shall install up to twenty (20) parking sign assemblies in lot 3H. Signs shall be provided by the Government, posts and hardware shall be provided by the contractor.

1.5.3.14 Emergency access drive (1.5.1.5) shall be signed as “Authorized Vehicles Only” in accordance with the MUCTD.

1.5.4 STRUCTURAL

1.5.4.1 Install new code compliant accessible ramps and stairs. Stairs and ramps shall comply with the ABA, National Fire Protection Association (NFPA), and the International Building Code (IBC).

1.5.4.2 Stairs shall have no less than 7’ wide clearance. This does not absolve the contractor of meeting wider widths if required by codes stated in section 1.5.4.1.

1.5.4.3 Concrete used for stairs, ramps, and retaining walls shall meet the requirements of Illinois Department of Transportation (IDOT) Standard Specifications for Road and Bridge Construction (2016) for Class SI concrete.

1.5.4.4 New exterior concrete structures shall be sealed with a silane/siloxane water repellent appropriate for use on horizontal and vertical surfaces. Sealant shall be applied in accordance with manufacturer’s specifications. Sealant shall meet or exceed the following performance test results:

1.5.4.4.1 NCHRP 244 Series II Reduction in Chloride Ion Absorption: 90 percent

1.5.4.4.2 NCHRP 244 Series IV Reduction in Chloride Ion Absorption after weathering: 88 percent

1.5.4.4.3 ASTM E 96 Water Vapor Transmission: 92% retained for concrete

1.5.4.4.4 ASTM C 140 Water Absorption Immersion: 92% broom-finished concrete

1.5.4.4.5 ASTM E 514 Wind-Driven Rain Penetration (percent reduction of control):

91%

1.5.4.4.6 ASTM C 672 Scaling Resistance Exposure to De-Icing Chemicals and

Freeze/Thaw Cycles: no mass loss; no scaling.

1.5.4.4.7 ASTM G 154 Accelerated Weathering Resistance: no peeling, yellowing or blistering on precast concrete after 2500 hours.

1.5.4.4.8 Resistance to Sunlight is Excellent

1.5.4.4.9 Resistance to Alkalinity is Excellent

1.5.4.5 The grade separation on the west side of the loading dock for Building 335 shall be maintained with a PCC retaining wall.

1.5.5 GENERAL UTILITIES

1.5.5.1 Manhole covers shall have the name of their respective utility (Electrical, Communication, Storm Sewer, etc.) intrinsic to its manufacturing.

1.5.5.2 All utilities shall be shown on the site plan where they meet or protrude from grade (e.g. catch basins, manholes, light poles, switchgears, transformers).

1.5.5.3 All utility site features (e.g. catch basins, manholes, valve boxes) shall be adjusted to the new grade.

1.5.6 LIGHTING AND ELECTRICAL

1.5.6.1 Existing lighting in the project area shall be removed and replaced. New lighting poles shall have a minimum 2’ clearance between the edge of the new pole and the edge of sidewalk and/or the back of curb. Poles shall be placed such that they do not block any intersection lines of sight between vehicles on the roadways or bicyclists/pedestrians on the shared-use path. Power for the poles shall be fed via underground conduit. Polls shall be tapered steel poles and hot dipped galvanized.

Poles shall have an access opening at pole base. Ground rod at each pole shall be inside of bolt circle.

1.5.6.2 Contractor shall install lighting assemblies in accordance with UFC 3-530-01 Interior and Exterior Lighting Systems and Controls (01 April 2015). Walkways shall be lit to LZ1 levels. For the purposes of lighting, Buffington Street and Landis Street shall be considered an intermediate local road.

1.5.6.2.1 Contractor shall provide additional 50% above minimum lighting levels at all intersections and pedestrian crossings.

1.5.6.3 Lighting for the parking lot shall be controlled separately from lighting for the roadway and pedestrian paths.

1.5.6.4 New lighting fixtures shall be an exterior light-emitting diode (LED) fixture UL-listed for wet locations and wiring cavity must be field accessible for service and repair.

1.5.6.5 Luminaires shall be listed by Lighting Facts.

1.5.6.6 Luminaries shall be qualified by the Design-Lights Consortium.

1.5.6.7 Correlated Color Temperature (CCT) shall be 4000 K.

1.5.6.8 Manufacturer shall provide a minimum five (5) year limited warranty. Per UFC 3- 530-01, LED luminaires shall have a 10-year warranty.

1.5.6.9 The lighting system shall have a disconnect switch capable of being padlocked in both the on and off position.

1.5.6.10 The provided lighting shall be timer controlled with photo-sensor override.

Parking areas shall have a 24 clock in series with a twist lock P/E at the contactor.

Contactor shall ON-OFF-AUTO switch.

1.5.6.11 Exterior timer controls, if used, shall installed at 4’ above grade, with the capability to be padlocked.

1.5.6.12 Underground conduits shall be polyvinyl chloride (PVC) or high-density polyethylene (HDPE) installed such that the top of conduit is a minimum 2’ below grade. All risers must be galvanized rigid steel (GRS).

1.5.6.13 Exterior electrical features other than light poles including, but not limited to, pad mounted transformers, switchgears, and lighting controls, shall be located and visually screened or blended by fencing or landscaping to minimize the visual impact. Contractor shall submit in writing requests any requests to provide alternative screening methods. Government reserves the right to reject alternative screening methods.

1.5.6.14 Contractor shall perform work and submit documents such that the Government will be able to obtain rebates from the local energy provider. See Appendix C: Lighting Rebate Submittal of this specification.

1.5.7 STORMWATER

1.5.7.1 Stormwater system shall be designed to handle a 25-year storm frequency event with a 1 hour duration. Calculations shall be submitted as part of the 50% design.

1.5.7.2 All connections between new storm pipes and existing storm pipes shall have a manhole at the point of connection. Manholes shall be either an SW-401, SW- 402, or SW-403 in accordance with Iowa Department of Transportation Statewide Urban Design and Specifications (SUDAS).

1.5.7.3 Curb intakes shall be SW-507, SW-508, SW-509, or SW-510 in accordance with Iowa Department of Transportation Statewide Urban Design and Specifications (SUDAS) unless otherwise specified.

1.5.7.4 During the design event, water channeling during the design storm shall not be greater than 4’ from the face of curb.

1.5.7.5 The 12” diameter concrete storm sewer line between building 331 and 335 shall be replaced with a 15” diameter or greater storm sewer line. The existing 12” shall be removed or backfilled with flowable fill.

1.5.7.6 The downspouts from buildings 331 and 335 shall be directly tied into the storm sewer. Connections shall have cleanouts.

1.5.7.7 All aspects of the project shall have provisions for stormwater. Any standing water, erosion, or other drainage issues either as a result of this project or pre-existing in the project area which the designer failed to correct shall be considered a deficiency.

1.6 BASE BID: The Base Bid consists of all design and construction necessary to complete the project described in this scope of work and as shown in the accompanying appendices.

1.7 BID OPTIONS

1.7.1 Not Used.

1.8 DRAWINGS: The concept drawings for this project are attached to this Statement of

Work in Appendix A.

1.8.1 The contractor shall be responsible to provide design drawings that match as closely as technically possible to the concept drawings. Notify the COR in writing immediately if there is an aspect of the concept drawings that conflicts with the requirements of the scope of work or required specifications. If the Contractor fails to notify the COR regarding conflicts within these documents, the more stringent requirements shall apply as determined by the COR. There shall be a submittal for 50% design, 95% design, and Final Design.

1.8.2 The 50% and 95% review periods are shall be ten (10) business days from the day after delivery of the design or report documents to the Government. The final design review period shall be fifteen (15) business days from the day after delivery of the submittal.

1.8.3 Where the Government has provided comments during the design phase, the Contractor shall indicate concurrence or non-concurrence in writing. Concurrence with a Government comment requires the Contractor to indicate the corrective action taken. Non-concurrence with a Government comment requires the Contractor to indicate the reason(s) for the non-concurrence. The Government reserves the right to accept or reject the contractor’s reason(s) for non-concurrence. All written comments pertaining to the design provided by the Government and the Contractor shall be included in a “Close-out Memo”.

1.8.4 The Contractor shall submit a bound report “Close-out Memo” which includes all final meeting minutes, and Government comments made on 50%, 95%, and Final Submittals, including Contractor Responses. This document shall be submitted with the project as-built drawings.

1.8.5 The Final Design Submittal is the design generated by the Contractor in addressing the comments of the Government Review of the 95% Submittal. The Final Design Submittal is considered automatically “Accepted” when the Contractor has addressed all of the Government’s comments, all other issues which impact the project, and when the design is Signed and Stamped by the Designer of Record. No construction, demolition or site work shall proceed until a Final Design Submittal for that aspect of the project has been “Accepted” by the Government.

1.8.6 At a minimum, there shall be separate sheets for each of the following items:

demolition, grading, site work, pavement markings and signage, stormwater, structural, electrical, horizontal photometric plots, vertical photometric plots, traffic control plan, and the storm water pollution prevention plan (SWPPP).

Comprehensive profile drawings of the roadway and stormwater will also be required.

1.8.7 Government Drawings will be provided as separate Attachments to the Project Bid Package:

1.8.7.1 Appendix A, Conceptual Drawings, Sheet CS-101.

1.9 SPECIFICATIONS:

1.9.1 The technical specifications shall be developed from the requirements in this

Scope of Work in conjunction with the Unified Facilities Guide Specifications (UFGS) by the Designer of Record. Specifications shall be the UFGS Army edition guide specifications unless otherwise indicated. The master UFGS can be accessed at the internet site, http://www.wbdg.org/ccb/ccb.php This Specification system uses the SpecsIntact program which can also be downloaded from this internet site. A tutorial is provided with the system.

1.9.2 The Designer of Record shall edit and expand the appropriate UFGS sections to insure that all project design requirements, current code requirements, and regulatory requirements are met. The final Specifications submittal shall be 100% complete for all disciplines and without marked up notes.

1.10 SURVEY DATA

1.10.1 Contractor shall provide a full post project topographic survey of the whole project area using the NAD83/NAVD88 Datums, not just the areas impacted.

Refer to Appendix A, Conceptual Drawings, Sheet C-101.

1.10.2 Additionally contractor shall survey, at a minimum, the following points:

1.10.2.1 The tops of all manholes, catch basins, pull boxes, and inverts.

1.10.2.2 Any location where a utility installed under this project changes direction

(vertically or horizontally) by more than 5 degrees.

1.10.3 Survey data shall be x/y/z coordinates in NAD83/NAVD88 Datums. Data shall be provided in a digital format that will import into Bentley Microstation V8i and ERSI ArcGIS.

PART 2: GENERAL REQUIREMENTS

2.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The contractor shall be required to commence work under this contract within 30 calendar days after the date the Contractor receives the notice to proceed, prosecute the work diligently, and complete the entire work ready for use not later than 365 calendar days after the date the contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

2.2 SEQUENCE OF WORK:

A. General Construction Submittals (Permits, Safety Plan, etc.)

B. Design and Shop Drawing Submittals C. Design Review with RIA Public Works D. Construction E. Punch List F. Final project cleaning G. Provide as-builds, specifications, close-out memo, operations and maintenance manuals, and topographical survey after the construction is completed

2.3 SPECIAL CONDITIONS:

2.3.1 Staging Area: Contractor shall be allowed to use a portion of the parking lot to the northwest of the project area as a staging area. See Attachment A: Conceptual Drawings, Sheet C-101.

2.3.2 Construction Schedule and Closure Periods:

2.3.3 Contractor shall submit a schedule for approval prior to mobilization. Schedule shall include all definable features of work, including submittals, design drawings, and construction activities. Construction activities include, but are not limited to, mobilization, establish perimeter and traffic control, sawcut and demolish pavement, excavation, etc.

2.3.4 Phasing - The Contractor shall phase work such that:

2.3.4.1 There is vehicle access to the parking lot west (3H) of Building 350 at all times.

2.3.4.2 Contractor may only impact access to one door of Building 350 at any time.

Where there are stairs and an accessible ramp within 50 feet a door, impedance of the stairs and ramp shall count as impedance to that door.

2.3.4.3 Contractor shall notify the COR 30 calendar days in advance of any closure request for parking spaces, roadways, or pedestrian routes.

2.3.4.4 Contractor shall keep open at least 150 parking spaces in Lot 3H during all phases of construction. Contractor shall keep open 48 accessible spaces at all times during construction adjacent to building 350. This will require temporarily relocating accessible spaces.

2.3.5 Contractor shall be responsible for detour signage and vehicle barriers. Signage and barriers shall be in accordance with the Manual for Uniform Traffic Control Devices (2009) with Change 1 and 2 (MUTCD).

2.3.6 Contractor shall notify the COR 30 days in advance for any planned utility outages. Any valves on the active water distribution system shall be opened and closed only by the Government or their designated representatives. Contractor shall coordinate required valve turns through the COR.

2.3.7 Fire service outages shall be performed on the weekend. Should the outage require a fire watch, Contractor shall provide the necessary manpower during the outage.

2.3.8 Access and Working Hours:

2.3.8.1 Work hours at Rock Island Arsenal are Monday through Friday between 0600 and

1700 hours, excluding Federal holidays. The contractor’s schedule may deviate from these hours when approved by the COR.

2.3.8.2 The Federal Holidays are: New Year's Day, January 1; Martin Luther King Day, 3rd Monday in January; President's Day, 3rd Monday in February; Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd Monday in October; Veteran's Day, November 11; Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

2.3.5 Miscellaneous: All site condition information provided by the government shall be field verified by the contractor.

2.4 LICENSE REQUIREMENTS

2.4.1 Contractors and sub-contractors shall be licensed according to the work or trade they are performing.

2.4.2 When professional designers, such as Architects or Engineers, are required to perform and stamp work under this contract, then they shall hold a valid license for the duration of the project.

PART 3: SECURITY

3. OPERATIONS SECURITY (OPSEC) REVIEW:

AT Level I training.

This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include sub-contractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and sub-contractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and sub-contractor personnel.

Access and general protection/security policy and procedures.

This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated sub-contractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

For contractors that do not require CAC, but require access to a DoD facility or installation.

Contractor and all associated sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

iWATCH Training.

This standard language is for contractor employees with an area of performance within and Army controlled installation, facility or area.

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

For contracts that require OPSEC Training.

Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

RIA specific provision/clause language:

a. A non-disclosure agreement will be signed by the project prime before report/start date of contract.

b. All Training will be face to face, provided by a level II certified ATO and OPSEC officer, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

c. Contractors, sub-contractors will be escorted by the COR in areas where they may be exposed to classified and/or sensitive materials. All contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials. The Vendor will coordinate with the COR and/or the facility security office for access when required.

d. Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 33feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 33 feet of installation buildings.

e. All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All contractor and contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

PART 4: ROCK ISLAND ARSENAL SUPLIMENTAL GUIDANCE

4.1 SAFETY REQUIREMENTS

4.1.1 Contractor shall comply with Engineering Manual EM-385-1-1 “Safety and

Health Requirements Manual”.

4.1.2 Contractor shall designate a Site Safety and Health Officer (SSHO) in accordance with EM 385-1-1, Section 01.A.17. SSHO shall also be responsible to coordinate contract employees in the event of an emergency.

4.1.3 The following safety submittals are required prior to performing work:

4.1.3.1 Accident Prevention Plan (APP) (EM 385-1-1, Section 01.A.12)

4.1.3.2 Activity Hazard Analysis (AHA) (EM 385-1-1, Section 01.A.15)

4.1.3.3 Emergency Plan (EM 385-1-1, Section 01.E)

4.1.3.4 Supplemental plans in accordance with EM 385-1-1 shall be required as dictated by the types of work being performed (e.g. Hazardous Energy Control Program, Hot Work, Hazardous Material Abatement)

4.1.4 The Contractor shall adhere to the most current requirements of NFPA 241, EM 385-1-1 and local Fire Department requirements as supplemented below. If a conflict between requirements occurs the most stringent shall apply.

4.1.4.1 Fires, regardless of size, will be reported to the fire department.

4.1.4.2 Contractor storage areas in RIA buildings shall be inspected and approved by the

RIA Fire Department prior to use.

4.1.4.3 Extinguishers for hot work shall be a minimum of 10 lb. ABC Type (UL Rating

4A:80B:C). Building extinguishers shall not be used to meet this requirement.

4.1.4.4 Contractors shall provide flameproof tarps or shields to protect combustible material during hot work.

4.1.4.5 Tar kettles shall not be located any closer than 20 feet to any building or 100 feet to an ammunition/explosive storage area.

4.1.4.6 The Contractor shall make requests in writing to the COR no less than two weeks in advance for approval to connect to a fire hydrant. The contractor is responsible for installing the water meter/back flow preventer and providing their own hose, hose connections, and hydrant wrenches for opening/closing fire hydrants. The Contractor shall not use pipe wrenches, channel locks, etc. for opening/closing of fire hydrants.

4.1.5 Contractor shall comply with all emergency communication instructions provided through official channels to include the outdoor speaker system, building notification systems, direction by emergency service personnel, or the COR.

4.1.6 Upon award, the Government will provide further information regarding building points of contact, areas of refuge, and access restrictions.

4.1.7 Contractor vehicles and/or equipment shall not block fire department access, hose connections, alarm panels, access roads, fire hydrants, building safety features, etc. without prior approval. The Contractor shall make requests in writing to the COR no less than 30 days in advance of blocking items listed above. Request shall include proposed length of closure.

4.2 ENVIRONMENTAL

4.2.1 The Contractor shall follow all environmental requirements in accordance with this SOW, the attached specifications (Appendix B), and the attached plans (Appendix A).

4.2.2 Compliance with Environmental Laws and Regulations. Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of- Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the KO/COR. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan. All environmental protection matters shall be coordinated with the KO/COR.

4.2.3 Compliance with Green Procurement Requirements. Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for- Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials;

recyclable materials; materials that are resource-efficient; materials with the maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

4.2.4 Compliance with License and Certification Requirements. Contractor shall obtain all licenses and certifications required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable upon award.

4.2.5 Notification of Federal and State Regulators. Contractor shall immediately notify the Designated Government Representative (DGR) and KO/COR of the arrival on site of any Federal, State, and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from a Federal or State environmental agency.

4.2.6 Inspections of Work Sites. Any of the facilities operated by the Contractor may be inspected by the KO/COR, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. Contractor shall submit to potential Federal, State, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements.

If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

4.2.7 Reporting Noncompliance and Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office and between the RIA Garrison Commander and the issuing office of Environmental Protection Agency (EPA) or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the KO/COR shall deduct the fine from any monies due the Contractor.

4.2.8 Verification of National Environmental Policy Act Documents. Contractor shall obtain from the COR or DGR a copy of the National Environmental Policy Act (NEPA) environmental analysis and/or status of the NEPA review done if analysis was not required. NEPA review and analysis is done in accordance with 32 CFR Part 651 and addresses actions to be taken by contractor prior to and during commencement of contract actions. The NEPA process consists of evaluating the environmental effects of a federal action including its alternatives.

There are three levels of analysis depending on whether or not the construction activity or project could significantly affect the environment. These three levels are: categorical exclusion determination; preparation of an environmental assessment/finding of no significant impact (EA/FONSI); and preparation of an

EIS

4.2.9 Assignment of Environmental Compliance Designee (ECD). Contractor shall appoint an ECD for all contract work periods exceeding 180 consecutive days.

Contractor shall appoint a primary and alternate ECD for each production, shop or work area that uses and/or stores hazardous materials and/or generates hazardous wastes. Contractor ECDs shall monitor implementation of all environmental regulatory requirements, report all environmental noncompliance to the work site supervisor, correct all environmental noncompliance, and verify implementation of directed actions to correct identified environmental noncompliance. Contractor shall have at least one ECD on duty at all times at each shop or work area.

Contractor shall require all personnel designated as ECDs to complete the initial ECD training through the installation or Major Subordinate Command (MSC) environmental compliance point of contact within 15 days of the start of contract performance. Contractor personnel appointed as ECDs may perform other duties provided they do not prevent the performance of ECD duties. Contractors may request a waiver of this requirement through the KO/COR and DGR, if using and/or storing very small quantities of hazardous materials.

4.2.10 Competency Training for Contractor Personnel. Contractor shall not allow personnel to perform any activities and/or tasks on the installation without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of contract personnel training or qualification (individual name, training/qualification type, training/qualification certificate, and date of training/qualification) to perform those contract activities associated with the identified noncompliance.

4.2.11 Generation of Solid Waste. Contractor shall remove from the installation and dispose of all solid waste generated, which cannot be recycled to an approved and permitted off-post disposal facility

4.2.12 Contractor shall submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any Sub- Contractors responsible for the transportation and disposal of solid waste.

Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan. Submit in writing the quantities of waste removed and recycled to the DGR and/or KO/COR on a monthly basis. The submittal shall include the date of disposal/recycling, the disposal/recycling facility, the types of material disposed/recycled and the quantities of materials disposed/recycled by weight.

4.2.13 Contractor shall submit a recycling and solid waste minimization plan. The plan shall detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 50% of the total waste stream from this project. Prior to any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form. The COR will provide the necessary form. The form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

4.2.14 Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form.

Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.2.15 Generation of Hazardous Waste. The Contractor shall follow all hazardous/special waste disposal requirements in accordance with this SOW, the attached specifications (Appendix B), and the attached plans (Appendix A).Contractor shall assign all hazardous waste management responsibilities to the appointed ECD. Contractor shall contact the DGR and/or COR to obtain technical assistance from the Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous waste storage and disposal requirements.

Contractor shall properly profile all waste generated as part of this contract to determine if any waste is hazardous waste as defined by 40 CFR. Contractor shall accumulate hazardous waste prior to disposal shipment in a satellite accumulation point at or near the point of generation or in a less-than-90-day site, in accordance with Federal, State, Army, and installation regulation, policy, Host Tenant

Agreement, Interagency Service Support Agreement or Status-of-Forces Agreement. The Contractor shall properly package the hazardous waste and complete the hazardous waste manifest, then take the manifest to DGR for approval and signature prior to removing any hazardous waste from the installation. Contractor shall contact DGR to obtain the installation’s hazardous waste EPA ID number for the hazardous waste manifest. The Contractor shall notify the DGR 24 hours prior to removing any hazardous waste from the installation. The contractor shall remove and dispose of manifested hazardous waste generated by contract activities from the installation, to an approved off-post permitted hazardous waste disposal facility. The DGR shall assist contractors with profiling their waste upon request. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.2.16 Use of Hazardous Materials: Contractor shall assign all hazardous materials management responsibilities to the appointed ECD. Contractor shall contact the DGR or KO/COR to obtain technical assistance from Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous material storage, issue, use, and disposal requirements. Contractor shall submit to the KO/COR and/or DGR a hazardous material inventory. The hazardous material inventory will be submitted 30 days prior to commencement of work for contracts that exceed 180 consecutive days. The inventory list will contain the hazardous material type and maximum quantities of materials anticipated to be stored on-site. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. The Contractor shall maintain copies of Safety Data Sheets for all hazardous materials used and stored on-site during performance of the contract.

Contractor shall not supply or deliver any…