Part_3.pdf

Russell Road: MCCDC toward Dunlap Circle Work Order No. N40080-12-862898

MCB Quantico, Virginia P-572

PART THREE - PROJECT PROGRAM - Page 1

PART THREE - PROJECT PROGRAM

Project Program

Russell Road: MCCDC toward Dunlap Circle

P-572

FY13

Category Code 851.10

Marine Corps Base Quantico Quantico, Virginia

November 30, 2012

PART THREE - PROJECT PROGRAM - Page 1

PART THREE - PROJECT PROGRAM

Project Program

Russell Road: MCCDC toward Dunlap Circle

P-572

FY12

Category Code 851.10

Marine Corps Base Quantico Quantico, Virginia

November 30, 2012

PART THREE - PROJECT PROGRAM - Page 2

TABLE OF CONTENTS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

2.1. Mission Statement

2.2. Facility Function............................................. Not used.

2.3. Project Specific Priorities

2.4. Special Design Challenges

2.5. Adaptability and Flexibility............................... Not used.

3. SITE ANALYSIS

3.1 Existing Site Conditions

3.2 Site Development Requirements

4. BUILDING REQUIREMENTS………Not used.

5. ROOM REQUIREMENTS.................Not used.

6. ENGINEERING SYSTEMS REQUIREMENTS

G10 Site Preparations G20 Site Improvements G30 Site Mechanical Utilities G40 Site Electrical Utilities

PART 3 - CHAPTER 1 - Page 1

1.0 PROJECT DESCRIPTION

This is an RFP to widen Russell Road, beginning at the intersection of Building 3300, MCCDC HQ drive entrance and moving eastward toward Dunlap Circle. This project also includes the following:

Installation of all required traffic markings and signaling devices with cameras to control traffic, including pedestrian devices and emergency pre-emption equipment, acceleration and deceleration lanes, relocation of existing utilities, both above and below ground, such as telecommunications, water, sewer, electric power, and natural gas lines, to a designated location outside of the proposed pavement.

An Opticom™ emergency traffic light control system shall be provided.

The roadway widening shall be constructed as a “Rural Road”, open section, undivided, without curb and gutter, to current VDOT standards and specifications (Latest Edition). The road shall generally have 8 foot shoulders, except where indicated on the plans in Part 6.

All roadway widening and associated improvements and repairs shall be designed and constructed in accordance with VDOT standards and specifications (Latest Edition), the AASHTO “Policy on Geometric Design of Highways and Streets” (Latest Edition), the Federal Highway Administration (FHWA) and The Manual on Uniform Traffic Control Devices (MUTCD). The roadway in this phase shall be designed for a 45 mph speed.

Work is proposed in wetland areas, and wetland creation shall not be permitted. The Design-Build Contractor shall be responsible for any permitting and mitigation payments to a wetlands bank required for wetland impacts. Wetland and stream delineation was conducted, and it is included in part 6 of this RFP.

Some demolition of the existing roadway surface and associated appurtenances shall be required, such as milling and cleaning out existing storm drainage pipes in the disturbed areas.

Extension of existing storm pipes shall be required and proper inlet and outlet protection. Existing pavement shall be patched and repaired along the length of any trenching for utility replacement or adjustment.

Additionally, existing underground utilities shall be abandoned in place and new conduits and/or piping shall be installed outside of the new roadway pavement limits. Utilities are to be relocated to the north side of the roadway unless approved by the Contracting Officer.

Low impact development (LID) shall be utilized in the design and construction of this project.

Stormwater management shall be provided in accordance with current MCB Quantico guidelines and requirements, the current Commonwealth of Virginia Stormwater Management Program (VSMP) regulations (4VAC50-60), and the Energy Independence and Security Act (EISA).

Erosion and sediment control shall be provided in strict accordance with current MCB Quantico guidelines and requirements, and with the Commonwealth of Virginia Erosion and Sediment Control Handbook (VESCH). It shall be the responsibility of the Design-Build Contractor to make all necessary drainage improvements to ensure adequate outfall requirements are met.

The design shall provide Anti-Terrorism/Force Protection (AT/FP) features and comply with Department of Defense (DoD) AT/FP regulations.

ADA Requirements shall be incorporated into the design and construction, to be in compliance with Department of Defense (DoD) letter 31 of October 2008, Subject: “Access for People with Disabilities”.

Please note that the information in this RFP has been provided to assist the Design-Build Contractor in preparing a proposal for this work. It is the responsibility of the Design-Build Contractor to confirm all existing information as necessary to design and to construct the

PART 3 - CHAPTER 1 - Page 2 programmed improvements in complete and operable condition.

A geotechnical report including soil borings, a traffic study, utility survey, and wetland delineation study are provided in part 6. The Design-Build Contractor shall confirm the information provided herein and provide additional borings, studies, and surveys (including test pits) as necessary for design verification and prior to any construction.

Additionally, the Design-Build Contractor shall obtain, for informational use; NREA’s approved Small Whorled Pagonis (SWP) survey that is required for this project (P-572 - Russell Road Widening). The SWP survey shall be completed only during each growing season in June or July, and is contracted by NAVFAC under a separate work order.

The Government is currently performing a full archeological survey, and will make the complete survey available to the Contractor once it is complete. A map showing the approximate locations of archeological sites that might be eligible for the National Register of Historic Places (NRHP) is provided on Drawing G1.06 in Part 6 of this RFP. More complete mapping will be provided when available.

Design-Build Contractor Utility Notes:

1. The contractor shall be responsible for coordination of all utility relocations with the utility owners, the base, the Contracting Officer and any other affected parties. This effort includes but is not limited to coordination with Verizon, Dominion Power, Columbia Gas, Comcast Communications, Base G-6, and MCB Quantico. Coordination includes but is not limited to identification of existing utilities, scheduling of relocation activities, coordination with utility owners and payment to utility owners for any relocation or adjustment that may be required.

The contractor shall ensure that relocations do not conflict with any other part of the project and ensure that the required adjustments are made in timely manner.

2. Contractor shall install all new manholes, conduits, cables, and appurtenances.

3. The contractor shall coordinate with the Government (Code G6) for splicing of all cables.

4. Telecom systems operated by base are critical elements and relocation of these items must be coordinated with G6 and the contractor officer.

5. All base communication lines to be relocated to a single new duct bank. This new duct bank shall only include MCB communication lines and no public communication lines.

6. All public communication lines to be relocated to within a single new duct bank. This duct bank shall only include public communication lines and not include any MCB communication lines.

7. All relocated utility lines shall include all manholes, handholes and appurtenances as required by utility companies and MCB Quantico.

8. All new duct banks shall have at least 4 conduits, or double the amount of used conduits whichever is greater. Fiber optic conduits shall be 4" min. or as required by telecom owner.

9. Storm drain and other utility sizes and materials are subject to final design prior to bidding and construction.

PART 3 - CHAPTER 2 - Page 1

2.0 PROJECT OBJECTIVES

2.1 Mission Statement

The project mission is to widen Russell Road from MCCDC HQ toward Dunlap Circle as shown on the conceptual plans. This project includes the required traffic markings and signaling devices with cameras to control traffic and the relocation of existing utilities, both above and below ground, such as telecommunications, water, sewer, electric power and natural gas lines, to a location outside of the roadway travel lanes.

The design shall include acceleration and deceleration lanes in accordance with VDOT and AASHTO guidelines and requirements. At a minimum, turn lanes, acceleration and deceleration lanes shall be provided per the drawings in Part 6 of the RFP.

2.2 Facility Function

The subject section of Russell Road functions as the main vehicular transportation artery into MCB Quantico (Main side) from points south.

The design shall be in accordance with VDOT and AASHTO guidelines and requirements. The road shall generally have 8 foot shoulders, except where indicated on the plans in Part 6.

2.3 Project Specific Priorities

The road widening shall be constructed as a “Rural Road” without curb and gutter, undivided and in accordance with VDOT and AASHTO guidelines and requirements.

Two lanes of traffic are to remain operational at all times during construction with periodic interruptions permitted only during off-hours.

A 3 lane section with a reversible middle lane is to be provided from approximately station 110+00 to station 137+50.

2.3.1 Sustainable Design

Low impact development shall be included in the design and construction of this project.

Environmental mitigation includes payment into the wetlands bank as required. Wetland creation shall not be permitted.

Integrate sustainable strategies and features into the design to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort to reduce the total cost of ownership of the project using a life-cycle approach. The site features shall be designed and constructed using USGBC LEED-NC. The design and construction shall incorporate sustainable design strategies and features to the fullest extent possible, consistent with mission, budget and client requirements.

The following USGBC LEED-NC 2009 credits and additional requirements are mandatory.

a. SS-6.1 Storm Water Design, Quantity Control

b. SS-6.2 Storm Water Design, Quality Control

c. MR-2 (MR 2.1) Construction Waste Management: Divert 50% from Disposal.

d. MR-4 (MR 4.1) Recycled Content: 10%. For EPA Designated products, use products meeting EPA's recycled content recommendations.

e. Bio-Based Products: For USDA designated products use products meeting or exceeding USDA's bio-based content recommendations.

PART 3 - CHAPTER 2 - Page 2

f. Energy Efficient Products: All energy using products shall either be Energy Star or FEMP recommended efficiency. Where Energy Star or FEMP recommendations have not been established, efficiency shall be in the top 25% for the type of product procured. All energy using products shall also meet FEMP requirements for low standby power consumption.

Ensure sustainable strategies and features in the design phase are incorporated in the construction phase.

2.3.2 Storm Water Management (Low Impact Development)

Provide low impact development strategies for compliance with DoD Policy on Implementing Section 438 of the Energy Independence and Security Act (EISA), dated 19 January, 2010 and Penn Memo/NAVY Low Impact Development (LID) Policy, dated 16 November, 2007. Comply with UFC 3-210-10 " TECHNICAL GUIDANCE: LOW IMPACT DEVELOPMENT". These policies are in addition to State or Local storm water management program permit requirements. The DOR shall balance all requirements, Federal, State, Local, LEED, the above stated policies, and acquire required regulatory permits when managing storm water generated.

Comply with applicable Virginia State SWM requirements.

STEPS FOR OBTAINING A CONSTRUCTION VPDES GENERAL PERMIT FOR STORM

WATER DISCHARGES

Remember: Construction activities between one and five acres are now subject to obtaining permits from the Virginia Department of Environmental Quality (DEQ), as well as any construction activity over five acres.

Step One: Either request a registration packet from DEQ (phone: 703-583-3800) or download the material from the website. The following materials need to be obtained:

VPDES general permit notice of termination for storm water discharges from construction activities effective December 4, 2002 http://www.deq.state.va.us/pdf/forms/water/con-not.pdf

Permit application fee form http://www.deq.state.va.us/pdf/forms/water/feeform02.pdf

Step Two: Develop Erosion and Sediment Control (E&SC) Plan and a Storm Water Pollution Prevention (SWPPP) Plan for the site. See the attachment labeled “SWPPP Factsheet” for guidance on preparing the SWPPP. The SWPPP and E&SC plans must be reviewed by Quantico

NREA.

Step Three: Fully fill out the permit registration statement and permit application fee forms.

Step Four: Provide the original permit application fee form, the original check (made out to “Treasurer of Virginia”) and the original registration statement to the Environmental Affairs Section, NREA Branch, who shall review the forms, prepare the transmittal letter and submit the package to:

Department of Environmental Quality Receipts Control P.O. Box 10150 Richmond, VA 23240

(Receives the original permit application fee form, check, and a copy of the registration statement) and:

Amy Taylor, Program Support Technician, Sr.

Northern Virginia Regional Office Department of Environmental Quality 13901 Crown Court Woodbridge, VA 22193 http://www.deq.state.va.us/forms/water.html http://www.deq.state.va.us/pdf/forms/water/feeform02.pdf

PART 3 - CHAPTER 2 - Page 3

(Receives a copy of the permit application fee form, check, and the original registration statement)

If you have any questions about filling out these forms, you can also contact Amy Taylor at (703) 583-3852.

Step Five: Fill out a Notice of Termination and send to the Environmental Affairs Section when stabilization of the site has been obtained and storm water discharge from the construction activity is eliminated, or when the operator of the construction site has changed. This notice shall be sent to DEQ within 30 days by the Environmental Affairs Section.

2.3.3 Energy Conservation

Energy conservation shall be in accordance with UFC 3-400-01, Design Energy Conservation.

2.3.4 Building Commissioning

Not used.

2.3.5 Accessibility Requirements

Provide barrier-free design in accordance with the requirements of the Department of Secretary of Defense (DEPSECDEF) Memorandum "Access for People with Disabilities" dated Oct 31, 2008.

The memorandum updates the DoD standards for making facilities accessible to people with disabilities. The US Access Board issued an update of the accessibility guidelines which the DEPSECDEF Memorandum implements with military unique requirements specified in the memorandum attachment. The new DoD, "ABA (Architectural Barriers Act) Accessibility Standard" (DoD ABAAS) and the DEPSECDEF Memorandum are located at http://www.access-board.gov/ada%2Daba/aba-standards-dod.cfm .

2.3.6 Antiterrorism Criteria

Design the road widening to comply with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

The existing Russell Road is within a controlled perimeter.

The existing building minimum standoff distance is 25 meters 82 feet from parking and roadways.

Develop Russell Road widening to provide the standoff requirements listed in UFC 4-010-01.

2.4 Special Design Challenges

The Russell Road widening project presents challenges for minimizing impact to adjacent wetlands and coordinating existing utility relocations.

Access to the site requires that all personnel attend one (1) Unexploded Ordinance (UXO) class.

2.5 Adaptability and Flexibility

The Phase 2 design team should investigate possible future changes which may be better accommodated in the design changes now. Future lanes, roadways, intersections and extensions shall be accounted for in the Phase 2 design.

2.6 Unexploded Ordinance

http://www.access-board.gov/ada-aba/aba-standards-dod.cfm

PART 3 - CHAPTER 2 - Page 4

Design-Build Contractor personnel working on the site shall attend a one hour UXO Briefing provided by EOD at the Marine Corps Base Quantico.

The UXO Briefing addresses potential unexploded ordnance on the base.

Reservations for the UXO Briefing must be made one month prior to the briefing.

The Design-Build Contractor shall contact Range control through the ROICC Contracting Officer for the EOD brief.

PART 3 –Chapter 3 Page 1

3.0 SITE ANALYSIS

3.1 Existing Site Conditions

3.1.1 Natural Constraints

a. The existing road surface slope along Russell Road is mostly flat with small rises and falls in elevation. The roadway longitudinal pavement slopes alternate from 0.5% to 3%.

b. The roadway is bounded on the north by dense forest of mostly hardwoods (i.e.

oaks, locust, and hickory) and some softwoods of varying species of pine, with steep hills and valleys. The road is bounded on the south by Chopawamsic Creek and includes tidal wetlands made up typical costal wetland plants and animals. Overall the flora and fauna are consistent with that normally found in the eastern portions of Virginia.

c. An endangered species of flora and fauna report is not provided to support this project. However, the Endangered Species Report from adjacent P-571 is available for information upon request.

d. The alignment of Russell Road is northwest to southeast.

e. A geotechnical report to support this project is provided in Part 6.

f. A wetland delineation report is provided to support this project in Part 6.

Impacts to the wetlands shall require credits to be bought in a Wetlands Bank.

Wetland creation shall not be permitted.

g. The in-place moisture content of the soil has been observed to always be higher than the optimum moisture content from proctor test results.

3.1.2 Man Made Constraints

a. The existing traffic along Russell Road has increased substantially and the back gate allows more traffic to enter and exit at a faster rate. A traffic study to support this project is provided in Part 6.

b. There are numerous existing utilities below ground within the roadway. The underground utilities are shown on the drawings in Part 6.

c. The drainage pattern for storm runoff is north to south and crosses under Russell Road via culverts. The Design-Build Contractor shall inspect for pipe integrity the conditions of the culverts under Russell Road prior to starting construction activities.

d. Be advised that there is a potential to encounter unexploded military munitions, discarded military munitions and/or munitions and explosives of concern during excavation activities. Contractor shall ensure all necessary precautions are taken and that a plan of action is in place should these materials be discovered during excavating activities.

e. There may be unexploded ordnance (UXO) in the project area. A map of the area and its current UXO disposition is provided in Part 6. Oversight by a UXO Tech III shall be required when excavating.

PART 3 –Chapter 3 Page 2

f. All contractor personnel must attend a UXO class for information on how to address any unexploded ordinance uncovered before they can enter the site.

3.2 Site Development Requirements

3.2.1 Vehicular Access and Circulation

a. There are no parking spaces along Russell Road. No parking will be impacted by Russell Road construction. The Design-Build Contractor must keep all existing driveway entrances and intersections open at all times.

b. An 8 feet roadway shoulder shall be provided along portions of Russell Road as indicated on the drawings in Part 6.

c. Pavement markings shall be provided in accordance with the MUTCD and VDOT requirements, standards and specifications.

d. A traffic signal shall be installed with traffic cameras to further enhance and control traffic flow.

1. Traffic signals shall have crosswalks with push button crossing light systems.

2. Traffic signals shall have Opticom™ emergency pre-emption capabilities. Emergency vehicle pre-emption from all approaches to the intersections shall be provided.

3. Demolish the existing traffic signals and appurtenances at the existing intersection at the Marsh Building and provide fully actuated signalized intersection with camera controlled signals, crosswalks, pedestrian push buttons and Walk/Don’t Walk signs. A timing study shall be performed and the light shall be timed and coordinated with all of the other traffic lights on Russell Road.

4. Signage and Pavement Marking: The Design-Build Contractor shall design, provide and install all required traffic signage and pavement marking as per VDOT, AASHTO and MUTCD guidelines, standards, and specifications. In particular, any reversible lanes and/or left turn lanes shall be provided with all necessary signage and striping in accordance with all pertinent VDOT, AASHTO and / or MUTCD guideline, standards and regulations, including but not limited to MUTCD Section 2B.26 for Reversible Lane Control Signs. Any reversible lane shall generally operate eastbound for a period of time that fully incorporates the AM peak traffic hours, and westbound for a period that fully incorporates the PM peak traffic hours, as determined by the Design-Build Contractor’s traffic study (per paragraph 3.2.2) and approved in writing by the Contracting Officer.

e. The existing buildings comply with UFC 4-010-01 AT/FP standoff requirements from Russell Road.

PART 3 –Chapter 3 Page 3

3.2.2 Traffic Study.

The Design-Build Contractor shall provide a traffic study to be inclusive of the Russell Road corridor between Route 1 and Catlin Avenue, and consistent with VDOT’s “Traffic Impact Analysis Regulations and Administrative Guidelines” (VDOT, July 2008). The traffic study shall indicate future growth projections for 20 years. The traffic impact study shall include all necessary coordination, data collection and traffic analysis, as follows:

a. Critical Scheduling/Review Elements:

1. Existing counts to be scheduled and performed in 2012 while school is in session and during a non-holiday week. Coordination with MCB Quantico and the Contracting Officer shall be required while counts are in process to verify data resources. If study does not proceed before the school term ends, the traffic volumes would need to be factored based on typical Russell Road gate usage.

b. Coordination: Verify with NAVFAC the regional traffic forecasts to be used. Hold coordination meetings with NAVFAC. The Design-Build Contractor build-out design years shall be coordinated with MCB Quantico and the Contracting Officer to determine regional forecasts for Russell Road. Document agreed upon forecasts in study text.

c. Data Collection: Collect vehicular turning movement and pedestrian counts for the AM and PM roadway peak periods (6:00-9:00 AM, 3:00-7:00 PM) and supplement afternoon traffic for turn lane/operations during afternoon peak at the study intersections including for signal warrant analysis (11:00 AM – 2:00 PM) on a typical weekday to verify existing traffic volumes. Traffic counts shall be collected at the following intersection locations:

1. Russell Road/Purvis Road

2. Purvis Road/McDonalds entrance/PX entrance

3. Russell Road/McDonalds entrance

4. Russell Road/Gas station entrance

5. Russell Road/Route 1 intersections

6. Russell Road/ Gate

7. Russell Road/Marine Federal Credit Union (both entrances)

8. Russell Road/MCCDC HQ (3300) Building Entrance

9. Russell Road/Marsh Building (#3280) entrances

10. Russell Road/Catlin Ave.

d. Traffic Study: The analysis shall include the following tasks:

1. Summarize VDOT design issues for concept plan based on proposed geometry/speeds and VDOT access management standards.

2. Design work meeting with team on parameters and property access.

3. Verify existing conditions and Levels of Services based on current counts.

4. Determine growth trends for the area and impacts of other agreed planned development based on historical trends, and any previous identified studies.

PART 3 –Chapter 3 Page 4

5. Develop traffic forecasts for the build-out and design (20) year. Growth projections should be included for a 20 year period. The build-out and design years shall be fully coordinate and approved by MCB Quantico and NAVFAC staff.

6. Reassign existing trips to revised roadway network with existing Purvis

Road closed at Russell Road.

7. For the traffic counts, document:

a) Intersection Levels of Service (LOS) using the Synchro program for signals and Highway Capacity Manual (HCM) procedures for un-signalized locations,

b) Proposed traffic control,

c) Check peak hour signal warrant satisfaction,

d) Verify turn lane lengths based on design speed and traffic queues based on VDOT/AASHTO guidelines, and

e) Daily traffic volumes.

8. Prepare a draft report for submittal to NAVFAC and MCB Quantico, for review of report presentation and format.

9. Review findings with NAVFAC and MCB Quantico.

10. Submit final traffic report including CD disks with electronic PDF copy.

e. The Design-Build Contractor’s traffic engineer shall attend team meetings and coordination presentations with NAVFAC and MCB Quantico as necessary to secure approval of the traffic study. VDOT, Prince William County, Citizen Groups and Public Hearings are not required.

f. Roadway shoulders shall be provided along portions of Russell Road as indicated in Part 6.

3.2.3 Soil Modification Requirements.

Soil modification requirements shall apply, after clearing of all vegetation has been accomplished, and sub-grade elevation has been established. Contractor may remove existing soil and replace with structural fill instead of modifying the existing soil.

a. Prior to the start of any soil work, all of the subgrade soils on the Project Site shall be modified and stabilized by use of Lime, Fly Ash & Cement or by Cement only, by an experienced specialty contractor who has been doing such work for the last ten years and is familiar with the soils on Navy, Marine and Air Force Bases in the area.

b. The depth of soil modification shall be a minimum of 2.5’ or deeper as recommended by the soil modification specialty company engineer who is familiar and done work with the area soils.

c. To prevent damage to the surrounding, structures and any harm to personnel in the adjacent areas, the soil modification materials shall be applied in slurry form and not in dry form.

PART 3 –Chapter 3 Page 5

d. Potable water shall be used for mixing to achieve the required density. The minimum density shall always be 95% of the ASTM D698 except the last foot below the base of the foundations and of the subgrade of all pavements shall be 98% of the ASTM D698 or as indicated.

e. The Design-Build Contractor shall engage the soil modification specialty sub-contractor prior to bidding the project, so that the price of soil modification is included in the bid price.

f. Also prior to starting the soil modification work on the project site, Design-Build

Contractor and the Specialty Contractor shall meet with the Contracting Officer to describe the soil modification process, the materials to be used and the safety precautions to be taken.

3.2.4 Unexploded Ordinance (UXO) Requirements

a. All Design-Build Contractor personnel must attend a class on how to handle unexploded ordinance prior to being allowed onto the site. The Design-Build Contractor, MUST NOT conduct excavation operations without the presence and permission of a UXO Technician.

PART 3 - CHAPTER 6 / ESR G10 - Page 1

6.0 ENGINEERING SYSTEM REQUIREMENTS

G10 SITE PREPARATION

SYSTEM DESCRIPTION

The site preparation system consists of site clearing, demolition, salvage, relocation, earthwork, and hazardous waste remediation necessary to ready the site for other work associated with the project.

GENERAL SYSTEM REQUIREMENTS

Develop the project site and perform all off-site work necessary to meet the requirements of the project, antiterrorism criteria, local codes, reference standards, technical specifications and performance criteria. Project Site shall be modified and stabilized as indicated previously in Part 3 Chapter 3 item 3.2 SITE DEVELOPMENT REQUIREMENTS and sub-item PART 3 CHAPTER 3.2.3

SOIL MODIFICATION REQUIREMENTS.

A topographic survey of the existing site has been performed in 1 foot intervals and is included in Part

6. The topographic survey has been provided to show the location of existing facilities, areas of new work required by this RFP and the character of the site. The Design-Build Contractor shall physically verify the location of all existing utilities and obtain all additional survey data required to provide a quality final design, prior to starting work. The Electronic files of the topographic surveys shall be provided to the Design-Build Contractor only after award of the contract.

The Design-Build Contractor shall verify the location of all utilities prior to construction. Utility verifications shall include test pits prior to construction as necessary to confirm the identity, size, location, depth, materials and condition of all affected underground utilities. The identity, existence, size and/or location of the utilities are not guaranteed by the surveys provided.

Unless otherwise noted, provide new facilities at the locations indicated on the drawings in part 6 of this RFP.

Minimize the impact of construction activity on operations and neighboring facilities.

Identify and obtain all permits to comply with all federal, state, MCB Quantico and local regulatory requirements associated with this work. The Design-Build Contractor shall submit a complete "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the Download Tab of Part 6 of the NAVFAC Design-Build website at the following link http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo and in Part 6 of this RFP. Design-Build Contractor shall determine correct permit fees and pay said fees.

Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government’s Civil Reviewer, MCB Quantico, and Environmental Reviewer.

Jurisdictional tidal and non-tidal wetlands have been identified on the project site. All tidal and non-tidal wetlands impacts shall be performed in accordance with the permits obtained as required by applicable UFC 3-200 10N.

Coordinate and obtain the Resident Officer In Charge of Construction's (ROICC) approval for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

Any amounts that may be included in the contract for utility relocation are only estimates. Actual costs may be higher or lower. The Contracting Officer may modify the contract to capture the difference (either positive or negative), which shall only include direct costs of the utility relocation. No http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo

PART 3 - CHAPTER 6 / ESR G10 - Page 2 overhead or profit costs shall be paid to the Design-Build Contractor for utility relocation work done by the utility owner."

Refer to Site Analysis and Requirements Sections for additional site preparation functional program information.

GOVERNMENT PROVIDED INFORMATION

Government subsurface investigation and Geotechnical data report for the project in included Part 6 of this RFP.

Any included subsurface information is only for the Design-Build Contractor’s information and is not guaranteed to fully represent all subsurface conditions. The Government shall not be responsible for any interpretation or conclusion by the Design-Build Contractor drawn from the data or information.

Any geotechnical report accompanying the subsurface information is provided only to better convey data (boring logs, testing, etc.) or to document observed site conditions. The assumptions, analysis, and recommendations of any accompanying report were developed for preliminary planning purposes only and may not reflect exact soil conditions.

The Design-Build Contractor is required to retain a Geotechnical Engineer experienced and licensed in Virginia for the project to interpret the Government provided information as related to his design concept and develop geotechnical requirements to support design and construction.

Minor variations in subsurface conditions between borings should be anticipated. The Design-Build Contractor shall bear all costs associated with the site preparation, ground improvement and foundations except as allowed by Contract Clause FAR 52.236-2, "Differing Site Conditions". The Design-Build Contractor's Geotechnical Engineer shall perform additional subsurface investigation/testing as required to adequately determine all applicable geotechnical factors including the type and capacity of the project foundations. The Design-Build Contractor’s Geotechnical Engineer shall consider the provided information and any additional information obtained and shall prepare a report as described in other portions of this RFP. The minimum requirements for the subsurface investigation and report are as required by UFC 1-300-09N with associated references.

As a minimum, the successful bidder's Geotechnical Engineer shall perform soil borings and soil tests as required to remediate highly plastic soils, dewatering needs and soil compaction requirements.

Provide supplementary laboratory classification of soils encountered, within the construction site to support the design.

Observed site conditions which may present a challenge during design/construction include, but are not limited to, the soils that will be exposed after completion of stripping will be soft and at or near the groundwater elevation. The Design-Build Contractor shall anticipate these marginal subgrade support conditions and incorporate measures into his design and construction procedures to obtain required soil support while maintaining progress for completion on schedule.

Personnel under the supervision of a registered Professional Geotechnical Engineer shall provide inspection of excavations and soil/groundwater conditions throughout construction. The Engineer shall be responsible for performing pre-construction and periodic site visits throughout construction to assess site conditions. The Engineer, with the concurrence of the Design-Build Contractor and the Contracting Officer, shall update the excavation, sheeting, shoring and dewatering plans as construction progresses to reflect actual site conditions and shall submit the updated plan and a written report (with professional stamp) monthly informing the Design-Build Contractor and Contracting Officer of the status of the plan and an accounting of Design-Build Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer shall be available to meet with the Contracting Officer at any time throughout the contract duration. The

PART 3 - CHAPTER 6 / ESR G10 - Page 3

Design-Build Contractor shall bear all costs of the Engineer.

There are archaeological resources in the project area. Archaeological sites 44PW1291 and 44PW1292 have substantial quantities of artifacts as well as intact archaeological features and were determined eligible for the NRHP. The Design-Build Contractor shall conduct Phase III archaeological survey prior to start of construction disturbance. If impacts to sites 44PW1291 and 44PW1292 occur with this project, the impacts would be considered

The existing soils are highly erodible and shall be protected and sediment runoff contained at all times. Design-Build Contractor shall anticipate the need for extraordinary erosion & sediment control measures for this project. No sediment shall be allowed to enter the wetlands and/or streams.

G1010 SITE CLEARING

G101001 CLEARING

Preserve trees indicated to remain on the drawings in part 6 of this RFP.

The project site does have saleable timber.

All timber removed from the project site shall become the property of the Design-Build Contractor.

The Design-Build Contractor shall reimburse the Government for the value of the timber by submitting payment to the Contracting Officer by cashier’s or certified check in the amount of the appraised value, made payable to the U.S. Treasury and deposited by the Contracting Officer into the Navy's forestry account. The Design-Build Contractor is required to pay the appraised amount to the Government within 30 days after notice to proceed has been given.

Timber to be cleared as part of this contract is real property and must be paid for at fair market value.

It cannot be traded for goods and services or used to offset contract prices The MCB Quantico Forestry Section must be notified (Bill Cross, (703) 432-6775) as soon as the construction contract is awarded, and a timber appraisal shall be prepared for the value of the timber that is present on the site. The Design-Build Contractor is required to pay for the appraised value of the timber. Payment must be made by check payable to U.S. Treasury and delivered to the Forestry Section to Mr. Ron Moyer or Mr. Bill Cross."

Burning shall not be allowed.

G101002 TREE REMOVAL

Remove and dispose of all trees less than 5 inches in diameter as required for project construction.

G101003 STUMP REMOVAL

Remove and dispose of all stumps as required for project construction.

The depressions after stump removal shall be backfilled in compacted layers with respective soil material and the required compaction to meet and match surrounding grades.

G101004 GRUBBING

G101005 SELECTIVE THINNING

PART 3 - CHAPTER 6 / ESR G10 - Page 4

G101006 DEBRIS DISPOSAL

The Design-Build Contractor shall conduct a Construction Waste Management Report, and include reports of waste generated (including recycling) including material; type (CDD, concrete, scrap metal, used oil, etc.), tons, disposal destination, and disposal cost. All the above shall be reported to MCB Quantico NREA within 30 days of the closing of the project, and no later than October 15 to be included in annual report submissions.

All grubbing and clearing residue, demolished material, rubbish and debris generated by this project shall be hauled off-site and off station by the Design-Build Contractor and disposed of lawfully.

G1020 SITE DEMOLITION & RELOCATIONS

The items to be replaced or relocated include topsoil, trees, plants and overhead electrical and/or data and telecommunications lines and appurtenances.

The items to be salvaged include pumps, meters, valves, fence, conduits and utility poles.

G102001 BUILDING MASS DEMOLITION

Not used.

G102002 ABOVEGROUND SITE DEMOLITION

Preserve the following aboveground site elements: monuments, signs, and other items as designated by the Contracting Officer.

G102002 1.1 ABOVEGROUND STORAGE TANKS

An aboveground storage tank report is not provided to support this project.

G102003 UNDERGROUND SITE DEMOLITION

Preserve the following underground site elements: all existing utilities required for the proposed project or adjacent facilities. The Contractor shall not damage or cut any existing utilities without the prior written consent of the Contracting Officer. The Contractor shall repair any damage to existing facilities or utilities which are to remain.

Removal of utility systems shall be done in a manner that conforms to applicable codes and regulations, removes their presence from the ground surface.

All utilities to be demolished shall be abandoned in place unless specifically noted to be removed or relocated.

All conduits with diameters 8” or less may be abandoned in place if they do not conflict with required roadway widening or appurtenances. Conduits to be abandoned in place shall have wiring removed and be cut and capped.

Remove existing utility structures to 3 feet (900 mm) below existing or new adjacent grade, whichever is greater. Break up bases to permit drainage and fill with clean sand.

G102003 1.1 UNDERGROUND STORAGE TANKS

PART 3 - CHAPTER 6 / ESR G10 - Page 5

An underground storage tank report is not provided to support this project.

G102004 BUILDING RELOCATION

Not used.

G102005 UTILITY RELOCATION

Comply with the requirements of the utility provider concerning all utility relocations.

The Design-Build Contractor is responsible for all costs and coordination with the utility companies for the relocation of all utilities.

G102006 FENCING RELOCATION

Not used.

G102007 SITE CLEANUP

The Design-Build Contractor shall remove all dirt and debris from the roadway, sidewalks and shoulders. The site shall be left in a stabilized and clean manner. The Contracting Officer shall direct additional cleanup of the project area as deemed necessary.

G102090 OTHER SITE DEMOLITION & RELOCATIONS

Remove existing storm sewer pipes, structures, end walls and/or headwalls as indicated in the drawings in Part 6.

G1030 SITE EARTHWORK

As required. Preform all earthworks in compliance with drawings and UFC section 3-210-06A. All subgrade areas shall be proof rolled, in the presence of the ROICC, using a fully loaded 18 CY dump truck or larger. The next course or layer shall not be placed without approval of the ROICC.

Archaeological disturbance will only be allowed 75 feet north and 90 feet south of Russell Road.

G103001 GRADING

Preform all grading in compliance with drawings and UFC section 3-210-06A.

G103002 COMMON EXCAVATION

G103003 ROCK EXCAVATION

Blasting shall not be permitted. Preform all excavations in compliance with drawings and UFC 3-200 10N.

G103004 FILL & BORROW

Borrow and select fill shall come from off-base sources.

PART 3 - CHAPTER 6 / ESR G10 - Page 6

G103005 COMPACTION

Compaction requirements shall be in accordance with the technical specifications.

G103006 SOIL STABILIZATION

The Contractor shall be responsible for protection of all disturbed and exposed soil from the weather. The soils at this site are highly erodible and shall be protected from precipitation and winds. Rapid stabilization methods shall be used to protect soil from erosion and from entering the wetlands.

Project Site shall be modified and stabilized as indicated previously in Part 3 Chapter 3 item 3.2 SITE

DEVELOPMENT REQUIREMENTS.

G103007 SLOPE STABILIZATION

Provide slope stabilization through appropriate grading and site design for a minimum factor of safety of 1.5 or slope that does not exceed the maximum slope per local code requirements. The following techniques for slope stabilization shall be allowed: geogrids, gabions, riprap and concrete retaining walls, unless other method is recommended by the Design-Build Contractor’s Geotechnical Engineer and approved by the Contracting Officer.

Slope stabilization shall be done by methods such as soil nailing, or drill piers or drill piers with steel section and lagging, or tangent piles. The final facing shall be submitted and as determined by the Contracting Officer. The minimum factor of safety shall be 1.5. Soil Slope stabilization shall not be allowed by the use of segmental/block walls technology.

G103008 SOIL TREATMENT

The Design-Build Contractor’s geotechnical engineer shall provide specifications for soil treatment to facilitate ground cover growth and soil stabilization.

G103009 SHORING

The Design-Build Contractor shall provide and maintain temporary support of excavated systems.

G103010 TEMPORARY DEWATERING

The Design-Build Contractor’s engineer of record shall provide specifications for temporary dewatering. The Contractor is responsible for properly handling any ground water encountered.

G103011 TEMPORARY EROSION & SEDIMENT CONTROL

The Design-Build Contractor shall procure approved temporary erosion & sediment control plans and all required permits associated with this project.

G103090 OTHER SITE EARTHWORK

G1040 HAZARDOUS WASTE REMEDIATION

A contaminated soil/groundwater report is not provided to support this project.

PART 3 - CHAPTER 6 / ESR G10 - Page 7

G1040 1.1 EXCAVATION

This project will require extensive excavation into the existing hill side. See cross sections in Part 6 drawings for soil cut/fill requirements. Should contaminated soil be encountered, it shall be disposed of off base and in accordance with Federal, State, Base and local regulations.

G1040 1.2 STOCKPILED SOILS

As required.

G1040 1.3 CLEAN FILL

As required.

G1040 1.4 SPILLS

Cleanup of spills shall be in accordance with Federal, State, Base and local regulations.

G1040 1.5 DISPOSAL

Disposal shall be in accordance with Federal, State, Base and local regulations.

--End of Section--

PART 3 - CHAPTER 6 / ESR G20 - Page 1

G20 SITE IMPROVEMENTS

Existing Russell Road is to be widened as shown in the conceptual plans in Part 6. The widened cross section shall be constructed as a “Rural Road” without curb, gutter or sidewalks and undivided.

The design shall include an 8 foot shoulder, acceleration and deceleration lanes as shown in the conceptual plans in Part 6.

The site improvements system consists of pavements and pavement related features, and other exterior site development work related to this project. Pavement design shall be performed by a licensed Professional Engineer familiar with local conditions of the project site. The pavement can be either, full depth asphalt concrete pavement, or be asphalt concrete pavement with granular materials below on the subgrade.

The natural subgrade soils on the Project Site shall be modified and stabilized as indicated in Part 3, Chapter 3 item 3.2.2 SITE DEVELOPMENT REQUIREMENTS and sub-item PART 3 CHAPTER

3.2.3 SOIL MODIFICATION REQUIREMENTS.

GENERAL SYSTEMS REQUIREMENTS

The Design-Build Contractor shall provide and install site improvements as required to make a useable facility that meets functional and operational requirements, incorporates all applicable anti-terrorism, force protection and physical security requirements and blends into the existing environment.

The Design-Build Contractor shall provide site improvements in conformance with applicable requirements of the Uniform Federal Accessibility Standards.

Identify and obtain all permits to comply with all federal, state, MCB Quantico, and local regulatory requirements associated with this work. The Design-Build Contractor shall complete the "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the Download Tab of Part 6 of the NAVFAC Design-Build website at the following link http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo and in Part 6 of the RFP. The Design-Build Contractor shall determine correct permit fees and pay said fees.

Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government's Civil Reviewer and MCB Quantico.

The Design-Build Contractor shall provide and install improvements as required to conform to all applicable anti-terrorism and physical security requirements.

Minimize the impact of construction activity on operations and neighboring facilities.

Locate new site improvements at locations indicated on the drawings in part 6 of this RFP. If specific locations are not provided, site the improvements to develop appropriate and positive relationships with other facilities and to conform to existing development patterns.

Refer to Site Analysis Section for additional site improvement functional program information.

The facility is located in a VOC emissions control area and is subject to the requirements of 9 VAC 5-40, Article 39, and Emissions Standards for Asphalt Paving Operations. Except under circumstances defined in the regulation, the facility must use emulsified-type asphalt. See attachment 18 in Part 6 of this RFP.

G2010 ROADWAYS

http://www.wbdg.org/ndbm/Download/Down_Additional.html?Section=AdditionalInfo

PART 3 - CHAPTER 6 / ESR G20 - Page 2

The design of pavements shall take into consideration the initial recorded daily traffic volume of 16,872 cars, 716 single unit trucks, and 322 H20 loadings with a projected volume increase over the life of the project (20 years) as well as the existing soil conditions at the site.

The Design-Build Contractor shall provide roadways of bituminous pavement where indicated on the drawings in part 6 of this RFP. Porous pavement and/or gravel pavement may not be used.

The Design-Build Contractor shall provide new roadway and other pavement sections as required by soil conditions and determined by Designer of Record. In addition, the Design-Build Contractor shall provide other roadway improvements including bus stops, traffic signalization, markings, and signage.

A bus stop will be added in front of the Marsh Building. A prefabricated bus stop shelter shall be provided on a concrete slab with seating benches on three sides. Shelter shall have aluminum frames and roof with clear, tempered safety glass walls.

The final design drawings shall include cross-sections of existing conditions, with new road cross-sections overlaid. Cut and fill volumes between each station shall also be included on the final drawings for pricing.

G201001 BASES & SUBBASES

All bases and sub-bases used shall be in accordance with VDOT Roads and Bridge Standards and specifications (Latest edition and revisions).

All subgrade areas shall be proof rolled, in the presence of the ROICC, using a fully loaded 18 CY dump truck or larger. The next course or layer shall not be placed without approval of the ROICC.

Aggregate sub-base must to pass field gradation, density, moisture, and depth testing, prior to final approval by the ROICC, to place the next course/layer.

The Design-Build Contractor shall be mindful and aware that in-place moisture is observed to be always higher than the optimum moisture from the Proctor Test results.

The Contractor shall consider the existing road conditions, based on the geotechnical boring data and asphalt core photos provided, in developing bid pricing for this project. Contractor will be responsible for removing all existing pavement, base and sub base, as necessary or required, at least 2.5 feet below existing finished pavement.

G201002 CURBS & GUTTERS

VDOT standard Class A3 concrete curb and gutter to tie into adjacent facilities shall be provided.

G2010…