Volume I – Technical Proposal Letter of Submittal and ... of Submittal and Attachments ... Design-Build Management – Our DBPM will serve as VDOT’s ... On-Call Design Contract

Volume I – Technical ProposalLetter of Submittaland Attachments A DESIGN-BUILD PROJECT

Walney Road Bridge Replacement and Road Widening

From: Westfield Boulevard (Route 6755)

To: Willard Road (Route 6215)

and

From: Dallas Street (Route 745)

To: 250 Feet North of Dallas Street

Fairfax County, Virginia

State Project No.: 0657-029-099, R201, C501, B641

Federal Project No.: STP-5A01(471)

Contract ID No.: C00104103DB62

Date: December 30, 2013

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3.6 Form C

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4.1 Letter of Subm

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3.6 Form C

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4.1 Letter of Subm

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301 Concourse Boulevard, Suite 300

Glen Allen, VA 23059

Phone: 804-290-8500 Fax: 804-418-7935

www.americaninfrastructure.com

Section 4.1

Letter of Submittal Page 1

“BETTER, FASTER, SAFE”

December 30, 2013

Kevin Reichert, P.E.

Virginia Department of Transportation

1401 East Broad Street

Richmond, VA 23219

Letter of Submittal/Request for Proposals:



Contract ID Number: C00104103DB62

Dear Mr. Reichert,

American Infrastructure (AI) and Whitman, Requardt & Associates, LLP (AI/WR&A Team) are pleased to

present our Technical Proposal to the Virginia Department of Transportation (VDOT) for the Walney Road

Bridge Replacement and Road Widening Design-Build Project (the Project).

SUBMITTAL REQUIREMENTS

The AI/WR&A Team submits the information below as detailed in Section 4.1 of the Request for Proposals:

4.1.1 The full legal name and address of American Infrastructure – VA, Inc. (AI-VA) is as follows:

American Infrastructure – VA, Inc., 301 Concourse Boulevard, Suite 300, Glen Allen, VA 23059

4.1.2 American Infrastructure – VA, Inc. (AI-VA) intends to enter into a contract with VDOT for the

Walney Road Bridge Replacement and Road Widening Project in accordance with the terms of the

RFP.

4.1.3 The offer in the Price Proposal will remain in full force and effect for one hundred and twenty (120)

days after the Letter of Submittal and Attachments is submitted to VDOT on December 30, 2013.

4.1.4 The contact information for Kevin Ott (DBPM), responsible for the oversight of the entire

AI/WR&ATeam and the primary point of contact with VDOT is as follows:

Kevin Ott, Design-Build Project Manager 804.290.8500 (Telephone)

301 Concourse Boulevard – Suite 300 804.418.7935 (Fax)

Glen Allen, VA 23059 [email protected]

4.1.5 The principal officer of AI-VA with whom a design-build contract with VDOT would be written is:

Aaron Myers, VP/GM 804.290.8500 (Telephone)

301 Concourse Boulevard – Suite 300 804.418.7935 (Fax)

Glen Allen, VA 2305 [email protected]

4.1.6 The AI/WR&A Team proposes the following Final Completion Date.

Final Completion: December 30, 2015

4.1.7 AI-VA has included an executed Proposal Payment Agreement (Attachment 9.3.1) which is included

as Appendix 4.1.7.

4.1.8 AI-VA has included executed Certification Regarding Debarment Primary Covered Transactions

(Attachment 11.8.6(a)) and Certification Regarding Debarment Lower Tier Covered Transactions

(Attachment 11.8.6(b)) which are included in Appendix 4.1.8.

4.2.1 Organizational C

hart and Key Personnel

4.2.4.2 Proposal Schedule Narrative

Appendix 4.1.7 Proposal Paym

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Walney Road Bridge Replacement and Road Widening Fairfax County, VA

Section 4.2.1 Organizational

Chart and Key Personnel

Page 3

The organizational chart and Key Personnel contained in the SOQ remains true and accurate except for one

change to the key personnel. A change was requested for the Quality Assurance Manager identified in our

SOQ due to the individual leaving the employment of their respective firm. This change was approved in a

letter from VDOT dated November 4, 2013. The following organizational chart has been updated from the

SOQ to reflect this change. The change is identified with red underlined text.

ORGANIZATIONAL CHART AND NARRATIVE

FUNCTIONAL RELATIONSHIPS AND COMMUNICATION

VDOT – The Department will coordinate directly with our DBPM as the primary contact for all aspects of

design and construction oversight of the Project. Open lines of communication between the QAM and

VDOT will assist with monitoring quality assurance oversight. We anticipate VDOT’s oversight and

support in our coordination efforts with project stakeholders. The AI/WR&A Team public relations

manager will facilitate involvement of stakeholders to minimize additional effort needed by VDOT.

Design-Build Management – Our DBPM will serve as VDOT’s primary point of contact for the Project.

Reporting to the DBPM are four key managers; the QAM, DM, CM and Public Relations Manager. This

structure, combined with our DBPM’s maintenance of an action item log for potential project issues and

three-month look-ahead schedule will ensure the design, construction, and environmental compliance efforts

remain on schedule and in conformance with VDOT commitments.

Quality Assurance – The QAM will report to our DBPM, with independent oversight by VDOT. QA

Inspectors and Labs will report through the QAM. Our QAM will also monitor the construction QC

program to ensure all work and materials, testing, and sampling is performed in accordance with the

contract requirements and the “approved for construction” plans and specifications.

Design – Our DM will report to the DBPM and coordinate with both the DBPM and CM during the design

phase to develop a cost-effective, efficient, and constructible design. He will also coordinate directly with

the CM during the construction phase to confirm field conditions meet design assumptions and reevaluate as

necessary. The Design QA/QC Manager and design discipline leads will report to our DM. In addition, the

LUCM will report to our DM, streamlining this coordination during the design process.

Roadway Design Lead Bruce Barnett, P.E. has over 23 years of

experience and has completed more than 80 assignments under

the NOVA District On-Call Design Contract over the last four years.

Structural Design Lead Jeremy Schlussel, P.E. has 15 years of

experience and is currently providing design services similar to those required for this project for

two design-build projects in Virginia.

Hydraulic Design Lead Ipek Aktuglu, P.E. has over 12 years of experience and is currently

providing services to the VDOT NOVA District under WR&A's

On-Call Design Contract.

Construction – AI’s CM will report to our DBPM and communicate

directly with the PRM on construction coordination with project

stakeholders. He will also communicate with the DM during both

design and construction phases to ensure construction is consistent

with the project design. Our CM will be on the project site for the

duration of construction operations. He will oversee the entire

construction team, including our QC Manager for quality control

activities, General Superintendent for construction progress, and DBE coordinator to manage the project

goal. AI lead’s for field utility coordination, safety, environmental compliance, MOT, and schedule have

been identified and will report to our CM as the comprehensive construction manager. WR&A is currently

providing QC service to VDOT on six Construction Engineering and Inspection contracts including two

contracts in the VDOT NOVA District.

AI’s CM, Paul Flatley, has 4 years of experience with roadway projects in NOVA and has completed construction ahead of schedule on projects such as the Bridge Replacement over Tye River Design-Build.




Page 4

Public Relations – Thomas Heil, P.E. will serve as the PRM and will assist the DBPM in coordination

with third party stakeholders. This team will keep project stakeholders informed about construction

activities and their impacts. Our PRM brings over 12 years of recent experience working closely with

VDOT in the NOVA District addressing stakeholder issues and concerns on transportation projects. One

example of this experience includes the intersection improvements at the Braddock/Union Mill Road and

Lucasville Road Widening and Drainage Improvements Project.

Utility Coordination – Our LUCM will report to the DM and coordinate early and continuously with the

utility companies to establish easements and follow relocations through to completion. He will lead the

Utility Coordination Task Team to verify conflicts and develop a coordination plan. This coordination plan

will be presented to the DM, DBPM, and VDOT for approval prior to finalizing with the utility companies.




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ORGANIZATIONAL CHART

The revised organizational chart reflects a change to one key personnel – Quality Assurance Manager.





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Section 4.2.4.2

Schedule Narrative Page 6

PROPOSAL SCHEDULE DEVELOPMENT

The AI Team has thoroughly evaluated the Project RFP documents, performed site visits of the existing

roadway, attended pre-proposal meetings, and performed internal brainstorming sessions to fully assess the

associated design, right-of-way impacts, utility relocations, construction, and environmental challenges.

While performing these activities, we paid special attention to the VDOT stated schedule milestones

included in Section 2.3, specifically final completion of the Project on December 11th

, 2015. This narrative

explains how the AI Team plans to maximize the benefits of the Design-Build delivery method to mitigate

risks of future uncertainties, manage the environmental requirements, minimize impacts to the travelling

public, and deliver of the Project within VDOT’s anticipated schedule. The proposal schedule in its entirety

can be found in Section 4.2.4.1 of Volume II – Technical Proposal, Design Concept Graphics and Proposal

Schedule.

WORK BREAKDOWN STRUCTURE

The baseline plan integrates all design disciplines into a Work Breakdown Structure (WBS) that addresses

the milestones of the Walney Road Bridge Replacement and Road Widening Project. This WBS, found in

Exhibit 4.2.4.2A, reflects the AI Team’s approach to dividing the Project into manageable groups such as:

Work Packages, Area, Sub-Areas, Phasing, and Responsibility. The following Work Element and Area

breakdowns have been defined:

MOT APPROACH & PHASING Five independent construction areas will allow for better control and management of the Project.

Construction of the Project can advance more efficiently by addressing the phasing within each area

separately. Additionally, within these five areas, multiple crews will be utilized within each discipline to

expedite the work progress. The project has been divided into the five major sections described below. As

is typical with the Design-Build delivery method, some of the preconstruction elements will overlap with

the construction elements to shorten the overall duration of the Project.

Entire Project: This section of the schedule captures Contract Milestones and Intermediate Milestones and

general management activities for the Project. This section is key to the schedule because it provides

snapshot indicators of the current status of the Project.

Preconstruction – Design: This section of the schedule captures activities associated with Design, and

Enabling Work. These tasks must take place for construction to proceed. The Design activities have been

grouped into Work Packages which mirror the expected Design Packages that will be submitted for

VDOT’s approval. Although the goal of the “over-the-shoulder” review process is to minimize review

cycles, for most design packages, AI included two review cycles in the schedule. Thorough coordination

with reviewing parties may allow the second cycle to be eliminated or review time to be reduced, which

would shorten the duration of the design phase. Also included in the Design Phase is the coordination with

Private Utility and Infrastructure companies such as Dominion Power, Washington Gas, Cox Cable,

Verizon, and Level 3.

Preconstruction – Submittals: This section of the schedule captures activities associated with Contract

Submittals and Construction Working Drawings. Special attention was given to which submittals would

need to be approved by VDOT or WR&A as the review times are different for each.

Preconstruction – Procurement: To maximize the efficiency of the Design-Build delivery method, AI

will be performing procurement activities in packages that correlate to the design packages. As each plan

set is released for construction, AI will procure all vendors (materials and subcontractors) needed to

complete that work. This section of the schedule also captures activities associated fabrication and delivery

Walney Road Bridge Replacement and Road WideningFairfax County, VA

Section 4.2.4.2

Schedule Narrative

times for materials that historically have long lead times. AI will work closely with its vendors to manage

and minimize these lead times.

Construction: This section of the schedule

The construction section of the Project was broken down into

into the MOT Phasing. Within the Construction section, there is also an “Entire Project” heading which

captures construction activities that we envision as applying

clearing and installation of erosion controls

AREAS AI has utilized the Schedule Work Breakdown Structure (WBS) to

described below. The entire WBS can be found in Exhibit 4.

Area A: This area includes all work

includes starting work outside of the existing roadway and constructing the proposed roadway to the fullest

extent possible prior to the shutdown

need to take place within the area to construct the proposed roadway during the temporary closure of

Walney Road and reopen it to traffic.

Area B: This area includes all work associated with Bridge B6

superstructure operations. The schedule breaks this work down between substructure and superstructure.

All of the work associated with B641 is planned to be completed during the allowable closure of Walney

Road.

Area C: This area includes all work between B6

broken down into two phases. Phase 1

possible within the area while traffic is maintained on the existing road.

the temporary closure of Walney Road, and includes constructing the remainder of the proposed roadway so

that it can be reopened to traffic.

Area D: This area includes all work

into two phases, however these phases are not dependent upon the temporary Walney Road C closure.

Phase 1 shifts traffic toward the existing north bound side of the roadway while the proposed south bound

lanes are constructed. Phase 2 shifts traffic to the newly constructed south bound lanes while the proposed

north bound lanes are completed.

Area E: This area includes the work

single phase.

Figure 4.2.4.



section of the schedule captures the activities required to physically build the

roject was broken down into five Areas, and the Areas then broken down

Within the Construction section, there is also an “Entire Project” heading which

captures construction activities that we envision as applying project-wide such as the relocation of utilities,

clearing and installation of erosion controls.

utilized the Schedule Work Breakdown Structure (WBS) to divide the Project into five work areas,

The entire WBS can be found in Exhibit 4.2.4.2A.

area includes all work south of B641. This area is broken down into two phases.


shutdown of Walney Road. Phase 2 includes the remainder of the work that will


Walney Road and reopen it to traffic.

This area includes all work associated with Bridge B641 including demolition, substructure and

The schedule breaks this work down between substructure and superstructure.


This area includes all work between B641 and Mariah Court. Similarly to Area A, this area is also

Phase 1 again focuses on constructing as much of the proposed roadway as

within the area while traffic is maintained on the existing road. Phase 2 coincides with the sta


s area includes all work between Mariah Court and Willard Road. Area D is also broken down


shifts traffic toward the existing north bound side of the roadway while the proposed south bound

shifts traffic to the newly constructed south bound lanes while the proposed

work located adjacent to Dallas St. This work is able to be completed in a

Figure 4.2.4.2.1 Work Areas of the Project

Page 7


the activities required to physically build the Project.

Areas, and the Areas then broken down

Within the Construction section, there is also an “Entire Project” heading which

such as the relocation of utilities,

roject into five work areas,

1. This area is broken down into two phases. Phase 1


includes the remainder of the work that will


including demolition, substructure and

The schedule breaks this work down between substructure and superstructure.


to Area A, this area is also

again focuses on constructing as much of the proposed roadway as

coincides with the start of


between Mariah Court and Willard Road. Area D is also broken down


shifts traffic toward the existing north bound side of the roadway while the proposed south bound

shifts traffic to the newly constructed south bound lanes while the proposed

located adjacent to Dallas St. This work is able to be completed in a


Section 4.2.4.2


CALENDARS

Based on past experiences with construction scheduling, the AI Team has utilized two calendars for the

purposes of the Proposal Schedule. All calendars take State Holidays and AI Employee Holidays into

account. Upon award of the contract, these calendars would be further tailored to the specific restrictions of

each traffic area per the contract documents and any operation-specific considerations.

STANDARD 5-DAY CALENDAR WITH HOLIDAYS This calendar is a base calendar showing work taking place five days per week every week except where

restricted by standard State Holidays and AI Employee Holidays. AI’s durations during the construction

phases are based on five days of production per week. If weather impacts the schedule Monday through

Friday, Saturdays would be utilized to recover the lost weather days.

7-DAY REVIEW/CURE This calendar allows work to take place every day of the year. However, it has only been applied to

activities such as submittal reviews and concrete curing periods where the durations are primarily based on

calendar days instead of working days.

PROPOSAL SCHEDULE SOURCE DOCUMENTS

Included in the Letter of Submittal submission is a CD containing a PDF of the Schedule, Schedule

Narrative, including all Exhibits and a backup file (.XER) of the Schedule. The schedule was created using

Primavera v6.2.1. Also provided are the layout files correlating to the Exhibits which can be imported into

Primavera for review purposes. The scheduling settings used in Primavera along with a list of Acronym

Definitions used in the schedule are provided in Exhibit 4.2.4.2B.

PROPOSAL SCHEDULE DEVELOPMENT AND APPROACH

The success of a project is measured by a number of different factors. One very important factor is the

efficiency and speed in which the work can be done – our Project Schedule. We schedule our work by

taking into account certain possibilities in hopes that they do not become eventualities. Our schedule

narrative that follows is a discussion of the design and construction process, the key elements to maintaining

our schedule and a breakdown of the schedule components. In preparing for and developing this detailed

proposal, a significant amount of work has already been performed. The level of detail that we have

analyzed to develop the design is not only necessary to position ourselves to win but also to jump start our

schedule once NTP is provided.

The requirements of the Article 6 of the General Conditions of Contract (Part 4) were taken into account

when developing the WBS list of activities. Upon award, a cost and resource loaded schedule will be

provided by the AI Team within the timeframe required in the RFP and will be maintained by our Schedule

Manager.

The AI Team evaluated various contributing factors for each area of the Project. Focused attention was

applied in the areas of public impact, environmental protection, and schedule acceleration. By breaking the

Project into Areas, as previously described, the schedule of each area could be assessed in terms of traffic

management, environmental concerns, and operation flow. Many Areas of the Project have sub-areas and

sub-phasing that are a direct result of these assessments. The ultimate goal is to have consistent work flow

without delays through the Project.

DESIGN OVERVIEW Although the official kickoff to our schedule is NTP, our team understands the importance of hitting the

ground running. Therefore, we intend to utilize the time between Notice of Intent to Award and NTP to

advance those elements of work that can be advanced and to establish all of our controls in executing the


Section 4.2.4.2


work according to our schedule. To control schedule during design phase, the AI Team plans to expedite

the design of the Project into sub packages: 1) Right-of-Way; 2) Utility Field Inspection Plans; 3) Erosion

and Sediment Control Phase 1 Plans; 4) Grading and Drainage Plans; 5) Transportation Management Plan

and MOT Plans; 6) Bridge TS&L Plan; 7) Complete Bridge Design Plans.

The design will be developed in a systematic and logical manner. Design-Build projects succeed by

designing in a layering approach. Typically, the first layer after supplemental surveys and utility

designations/locations will be an approved E&S plan to allow clearing and grubbing operations to begin.

Perimeter controls will be designed to function throughout all phases of construction where feasible. In

order to realistically accommodate this approach, the SWM design will need to be substantially addressed.

In several areas of the Project, E&S operations cannot proceed without appropriate MOT Controls. MOT

design will require sufficient detail to establish proper controls. The second layer will be Grading and

Drainage (G&D) design. This will be our detailed design up to finished grade including pavement design.

Simultaneously, we will develop our in-plan utility relocations design. These designs will continually

integrate updated information from other disciplines/designs but will be developed as a separate package to

facilitate review and construction once approved. The AI Team plans to proactively coordinate with the

local municipalities during the Design process to prevent delay or impacts.

Also building upon the G&D design will be the Lighting, Signing and Marking (LSM) plan. Although

construction of these elements cannot be completed until the final pavement section design is established,

having them completed and approved removes any concerns or potential schedule conflicts associated with

these elements. In addition, these elements tend to have longer lead times for submittals and fabrication.

Early approval of this package will allow other preconstruction tasks to commence such that construction

can take place as soon as the final pavement section design is approved.

A parallel and integrated, yet independent set of documents is the bridge design (B641). The bridge will be

developed in two packages: TS&L and final design. By developing the plans from the ground up rather

than from the top down, construction can begin prior to the final approval of the superstructure plan.

Conventional design would develop the plans in reverse thereby forcing construction to wait for final

approval of all elements before beginning.

COST & SCHEDULE SAVING DESIGN

The AI Team has completed our analysis and has determined the most economical designs in schedule,

construction cost, and long-term maintenance cost. The bridge over Flatlick Branch has been designed with

shelf abutments that will be supported by H-pile. This is different than the RFP plans which shows a full

depth abutment on sheet pile. This change in design will reduce cost as well as save a significant amount of

time constructing the bridge during the constrained shutdown period of Walney Road.

Right-of-Way: Given the uncertain nature of right-of-way negotiations, especially relocations, we have

allotted time in our schedule to absorb some of this risk. Right-of-Way activities do not currently show on

the critical path, however it is on the near critical path. Receiving ROW clearances is a predecessor to the

start of site wide construction activities (clearing and erosion control activites), which ties into the start of

construction in Area D. Area D construction is independent of the Walney Rd. closure, but the base and

intermediate paving of Area D has the same completion date as the reopening of Walney Rd. Should there

be a delay in the ROW process, ROW will become the critical path.

Environmental Compliance: As design progresses and the final impacts to environmental resources are

realized, coordination with external agencies for review, approval and permitting will be finalized. The

revised bridge abutment design actually reduces the amount of impact construction will have on Flatlick

Branch, but not requiring water tight sheet pile to be driven as coffer dam to construct the abutments.


Section 4.2.4.2


Hazardous Materials Services: The potential exists for encountering hazardous materials during

demolition of the existing structure. The structure will be inspected for asbestos as required by the RFP.

There may also be lead-based paint on the existing steel girders for which abatement is accounted for in the

schedule.

Utilities: Private utilities along the Project are a major risk to the Project Schedule. Although the

relocation of utilities are not currently shown on the critical path, it is only because of the constraint of not

closing Walney Road prior to May 1st. The start of excavation for the road widening in Area D is dependent

upon the relocation of utilities, most notably Verizon. Should there be a delay in the relocation of utilities,

the relocation activities will become part of the project’s critical path. This is especially true since the

private utilities owners are under no obligation to expedite their schedule. Fortunately, we have excellent

relationships with the utility companies affected by this Project and anticipate a cooperative approach.

CONSTRUCTION The Construction Team will work closely with the Design Team to monitor progress of Right-of-Way

Acquisitions and Design Approvals. Regular Coordination meetings will allow the Construction Team to

proactively monitor which areas of the Project will become available first.

In general, our team intends to focus on preconstruction activities necessary to access and begin the

construction of Area D, and the road widening in Areas A and C that are outside of the existing roadway.

The acquisition of ROW and utility relocations are the major factors in determining when these activities

can begin.

Another focus for the Construction Team will be preparing an extensive plan to maximize the construction

that takes place during the 120 day closure of Walney Road. The Construction Team will ensure a solid

plan is in place to not only complete the structure during this time frame, but also plans to complete the

proposed roadway with the exception of surface asphalt during this time frame.

CRITICAL ACTIVITIES AND POTENTIAL CONSTRAINTS

A schedule layout showing only near critical activities is provided in Exhibit 4.2.4.2C. Near critical

activities were defined as having less than twenty days float. As expected and discussed previously, we

expect the greatest schedule risk and constraint to be in the areas of Utility Relocation (Verizon in

particular), and Right-of Way.

The Utility Relocations and ROW activities are heavily contingent on outside parties to which the AI Team

has no contractual ties. This is why these two processes have been identified as having the greatest risk.

SCHEDULE MANAGEMENT

The Project Schedule will be utilized not only for management of the project sequencing and duration, but

also as a key tool in team development and coordination. The visual representation of the Project will

provide a method for key stakeholders to initiate “make certain” checklists to identify key tasks to be done

by accountable parties. Similarly, the schedule will provide a long-term look ahead to plan for design

workshops, over-the-shoulder reviews, and design-build coordination meetings. These meetings will

contribute to timely constructability reviews and intermediate feedback from VDOT through over-the-

shoulder review meetings. The AI Team will also hold formal partnering meetings on a quarterly basis for

issue resolution, follow-up, and look-ahead reviews of upcoming work and potential “rocks-in-the-road”,

allowing the team ample time to develop a mitigation plan, if needed. Further, AI’s Construction Team will

be able to streamline the development of operation based work packages from the Project Schedule. These

work packages will include short-term scheduling, QA/QC coordination and any methods of addressing all

remaining constraints. As our standard schedule management process, the Project Schedule will be the


Section 4.2.4.2


driving force behind all long-term and short-term planning to provide the opportunity to recognize and

mitigate risks as early as possible in the project.

Walney Road Bridge Replacement and Road WideningFairfax County, VA

Section 4.2.4.2

Schedule Narrative


EXHIBIT 4.2.4.2A

WORK BREAKDOWN STRUCTURE

Page 12


Section 4.2.4.2


EXHIBIT 4.2.4.2B

SCHEDULE SETTINGS & ACRONYMS

Scheduling/Leveling Settings:

General

Scheduling .............................................................................. Yes

Leveling ................................................................................. No

Ignore relationships to and from other projects ..................... No

Make open-ended activities critical ....................................... No

Use Expected Finish Dates .................................................... Yes

Schedule automatically when a change affects dates ............ No

Level resources during scheduling ......................................... No

Recalculate assignment costs after scheduling ...................... No

When scheduling progressed activities use ............................ Retained Logic

Calculate start-to-start lag from ............................................. Early Start

Define critical activities as Total Float less than or equal to.. 0

Compute Total Float As ......................................................... Finish Float

Calculate float based on finish date of ................................... Each project

Calendar for scheduling Relationship Lag ............................. Predecessor Activity Calendar

Advanced

Calculate multiple float paths................................................. No

Acronyms:

SFA Submit for Approval

R/A Review and Approve

A/C Additions and Corrections

E&S Erosion and Sediment Control

WR&A Designer

MOT Maintenance of Traffic

F/R/P Form/Reinforce/Pour


Section 4.2.4.2


EXHIBIT 4.2.4.2C

NEAR CRITICAL ACTIVITIES

Activity ID Activity Name OriginalDuration

Total Float Start Finish Calendar

Walney Road Bridge Replacement and Road Widening DBWalney Road Bridge Replacement and Road Widening DB 463 0 18-Feb-14 11-Dec-15

Entire ProjectEntire Project 463 0 18-Feb-14 11-Dec-15

MilestonesMilestones 463 0 18-Feb-14 11-Dec-15

G00001 Notice To Proceed 0 3 18-Feb-14* 7 Day Review/Cure

G00040 Project Substantial Completion 0 0 12-Oct-15 7 Day Review/Cure

G00050 Project Final Completion 0 0 11-Dec-15 7 Day Review/Cure

Project SupportProject Support 463 0 18-Feb-14 11-Dec-15

G02010 General Conditions: Survey through Substantial Completion 602 0 18-Feb-14 12-Oct-15 7 Day Review/Cure

G02020 General Conditions: Project Management through Final Completion 463 0 18-Feb-14 11-Dec-15 *Standard 5 Day Workweek

G02030 General Conditions: QA/QC through Final Completion 463 0 18-Feb-14 11-Dec-15 *Standard 5 Day Workweek

G02050 Mobilization 10 20 02-Jan-15 15-Jan-15 *Standard 5 Day Workweek

Project CloseoutProject Closeout 67 0 10-Sep-15 11-Dec-15

G05010 Punchlist/Cleanup for Substantial Completion 23 0 10-Sep-15 12-Oct-15 Standard 5 Day Workweek

G05020 Final Punchlist/Demobilization 60 0 12-Oct-15 11-Dec-15 7 Day Review/Cure

G05030 Closeout Documentation 60 0 12-Oct-15 11-Dec-15 7 Day Review/Cure

Preconstruction - DesignPreconstruction - Design 180 10 18-Feb-14 30-Oct-14

DesignDesign 180 10 18-Feb-14 30-Oct-14

General ConditionsGeneral Conditions 0 3 18-Feb-14 18-Feb-14

G03010 Design Start 0 3 18-Feb-14 7 Day Review/Cure

SurveySurvey 51 10 18-Feb-14 29-Apr-14

G03020 Send Survey Notification Letters 10 10 18-Feb-14 03-Mar-14 *Standard 5 Day Workweek

G03030 Recover Survey Control 3 10 04-Mar-14 06-Mar-14 *Standard 5 Day Workweek

G03040 Supplemental Field Survey 3 10 07-Mar-14 11-Mar-14 *Standard 5 Day Workweek

G03050 Supplemental Utility Designation/Location 2 10 12-Mar-14 13-Mar-14 *Standard 5 Day Workweek

G03060 Topo Verification (SWM Basin, Roadway Tie-ins) 3 10 14-Mar-14 18-Mar-14 *Standard 5 Day Workweek

G03070 Computer Work and DTM Prparation 10 10 19-Mar-14 01-Apr-14 *Standard 5 Day Workweek

G03080 Verify/Review RFP Design 20 10 02-Apr-14 29-Apr-14 *Standard 5 Day Workweek

Right of Way AcquisitionRight of Way Acquisition 65 3 18-Feb-14 19-May-14

G03090 Property/ROW Research 5 3 18-Feb-14 24-Feb-14 *Standard 5 Day Workweek

G03100 Prepare ROW Acquisition Plan 60 3 25-Feb-14 19-May-14 *Standard 5 Day Workweek

B641 - Bridge over Flatlick BrachB641 - Bridge over Flatlick Brach 129 10 30-Apr-14 30-Oct-14

G03420 Prepare B641 TS&L and Demo/Erection Plans 30 10 30-Apr-14 11-Jun-14 *Standard 5 Day Workweek

G03430 SFA B641 TS&L and Demo/Erection Plans 5 10 12-Jun-14 18-Jun-14 *Standard 5 Day Workweek

G03440 R/A B641 TS&L and Demo/Erection Plans 21 14 18-Jun-14 09-Jul-14 7 Day Review/Cure

G03450 Prepare B641 Bridge Plans 45 10 10-Jul-14 11-Sep-14 *Standard 5 Day Workweek

G03460 SFA B641 Bridge Plans 5 10 12-Sep-14 18-Sep-14 *Standard 5 Day Workweek

G03470 R/A B641 Bridge Plans 21 14 18-Sep-14 09-Oct-14 7 Day Review/Cure

G03480 A/C B641 Bridge Plans 15 10 10-Oct-14 30-Oct-14 *Standard 5 Day Workweek

Project SupportProject Support 90 3 20-May-14 25-Sep-14

Private Utility Relocation & CoordinationPrivate Utility Relocation & Coordination 90 3 20-May-14 25-Sep-14

G03670 Verizon Design Utility Relocation Plan 70 3 20-May-14 27-Aug-14 *Standard 5 Day Workweek

G03680 SFA Verizon Relocation Plan 5 3 28-Aug-14 04-Sep-14 *Standard 5 Day Workweek

G03690 R/A Verizon Relocation Plan 21 5 04-Sep-14 25-Sep-14 7 Day Review/Cure

Preconstruction - SubmittalsPreconstruction - Submittals 50 10 02-Dec-14 17-Feb-15

Preconstruction ActivitiesPreconstruction Activities 50 10 02-Dec-14 17-Feb-15

B641 - Bridge over Flatlick BranchB641 - Bridge over Flatlick Branch 50 10 02-Dec-14 17-Feb-15

G03970 SFA Precast Box Beam Shop Dwg B641 (WR&A) 20 10 02-Dec-14 06-Jan-15 *Standard 5 Day Workweek

G04000 R/A Precast Box Beam Shop Dwg B641 (WR&A) 14 14 06-Jan-15 20-Jan-15 7 Day Review/Cure

G04020 A/C Precast Box Beam Shop Dwg B641 (WR&A) 10 10 21-Jan-15 03-Feb-15 *Standard 5 Day Workweek

G04030 R/A Precast Box Beam Shop Dwg B641 (WR&A) 14 14 03-Feb-15 17-Feb-15 7 Day Review/Cure

Preconstruction - ProcurementPreconstruction - Procurement 156 10 31-Oct-14 17-Jun-15

Preconstruction ActivitiesPreconstruction Activities 156 10 31-Oct-14 17-Jun-15

B641 - Bridge over Flatlick BranchB641 - Bridge over Flatlick Branch 156 10 31-Oct-14 17-Jun-15

G04320 Procure Bridge B641 Material Vendors 20 10 31-Oct-14 01-Dec-14 *Standard 5 Day Workweek

G04350 Fab/Del Precast Box Beams B641 120 14 17-Feb-15 17-Jun-15 7 Day Review/Cure

ConstructionConstruction 244 20 26-Sep-14 14-Sep-15

Entire ProjectEntire Project 244 20 26-Sep-14 14-Sep-15

Relocation of UtilitiesRelocation of Utilities 100 3 26-Sep-14 24-Feb-15

Walney Road Bridge Replacement and Road Near Critical Path Layout 09-Dec-13 17:29

TASK filter: Near Critical Less than 20day Float.

(c) Primavera Systems, Inc.



GC01350Relocate Verizon 100 3 26-Sep-14 24-Feb-15 *Standard 5 Day Workweek

E&S/ClearingE&S/Clearing 11 20 16-Jan-15 30-Jan-15

GC01010Clear Entire Site 5 20 16-Jan-15 22-Jan-15 *Standard 5 Day Workweek

GC01020 Install Ph. 1 E&S Controls 4 20 23-Jan-15 28-Jan-15 *Standard 5 Day Workweek

GC01030Excavate & Grade SWM Basin 2 20 29-Jan-15 30-Jan-15 *Standard 5 Day Workweek

Maintenance of TrafficMaintenance of Traffic 2 4 29-Apr-15 01-May-15

GC01240 Install MOT for Detour 2 4 29-Apr-15* 30-Apr-15 *Standard 5 Day Workweek

GC01250Close Walney Road - Sta 100+50 to Sta 114+50 0 0 01-May-15* *Standard 5 Day Workweek

Gen. Roadway ConstructionGen. Roadway Construction 8 20 03-Sep-15 14-Sep-15

GC01280 Install Surface Asphalt 5 0 03-Sep-15 09-Sep-15 *Standard 5 Day Workweek

GC01290 Install Final Pavement Markings 3 20 10-Sep-15 14-Sep-15 *Standard 5 Day Workweek

Quality Assurance/Quality ControlQuality Assurance/Quality Control 175 20 17-Dec-14 26-Aug-15

GC01050Preparatory Meeting - Erosion & Sedimentation Control 1 20 17-Dec-14 17-Dec-14 *Standard 5 Day Workweek

GC01060Preparatory Meeting - Clear & Grub 1 20 17-Dec-14 17-Dec-14 *Standard 5 Day Workweek

GC01070Preparatory Meeting - Stabilization & Embankment 1 20 14-Jan-15 14-Jan-15 *Standard 5 Day Workweek

GC01080Preparatory Meeting - Storm Drainage 1 3 12-Mar-15 12-Mar-15 *Standard 5 Day Workweek

GC01090Preparatory Meeting - Demolition of Existing Structures 1 0 16-Apr-15 16-Apr-15 *Standard 5 Day Workweek

GC01100Preparatory Meeting - Piles 1 0 24-Apr-15 24-Apr-15 *Standard 5 Day Workweek

GC01110Preparatory Meeting - Bridge Substructure 1 0 29-Apr-15 29-Apr-15 *Standard 5 Day Workweek

GC01120Preparatory Meeting - Structure Backfill 1 4 09-Jun-15 09-Jun-15 *Standard 5 Day Workweek

GC01130Preparatory Meeting - Box Beam Placement 1 0 17-Jun-15 17-Jun-15 *Standard 5 Day Workweek

GC01140Preparatory Meeting - Bridge Deck 1 0 23-Jun-15 23-Jun-15 *Standard 5 Day Workweek

GC01150Preparatory Meeting - Subgrade & Aggregate Base 1 3 31-Mar-15 31-Mar-15 *Standard 5 Day Workweek

GC01170Preparatory Meeting - Concrete Curb and Sidewalk 1 3 20-Apr-15 20-Apr-15 *Standard 5 Day Workweek

GC01180Preparatory Meeting - Asphalt Pavement 1 3 14-May-15 14-May-15 *Standard 5 Day Workweek

GC01190Preparatory Meeting - Guardrail 1 3 13-Aug-15 13-Aug-15 *Standard 5 Day Workweek

GC01200Preparatory Meeting - Topsoil & Seeding 1 3 30-Apr-15 30-Apr-15 *Standard 5 Day Workweek

GC01210Preparatory Meeting - Pavement Markings 1 20 26-Aug-15 26-Aug-15 *Standard 5 Day Workweek

Section A - Station 100+00 to B-641Section A - Station 100+00 to B-641 13 3 12-Aug-15 28-Aug-15

Phase 2Phase 2 13 3 12-Aug-15 28-Aug-15

SA20080 Install Base & Intermediate Asphalt 4 0 12-Aug-15 17-Aug-15 *Standard 5 Day Workweek

SA20100 Install Shared Use Path 3 0 25-Aug-15 27-Aug-15 *Standard 5 Day Workweek

SA20110 Install Guard Rail 1 3 28-Aug-15 28-Aug-15 *Standard 5 Day Workweek

Section B - Bridge B-641 over Flatlick BranchSection B - Bridge B-641 over Flatlick Branch 86 3 01-May-15 28-Aug-15

SubstructureSubstructure 44 0 01-May-15 01-Jul-15

SB1000 Lead Abatement - Existing Structure 2 0 01-May-15 04-May-15 *Standard 5 Day Workweek

SB1010 Demo Existing Superstructure 2 0 05-May-15 06-May-15 *Standard 5 Day Workweek

SB1020 Demo Existing Substructure 2 0 07-May-15 08-May-15 *Standard 5 Day Workweek

SB1030 Drive Piles - Abutment A 3 0 11-May-15 13-May-15 *Standard 5 Day Workweek

SB1040 Drive Piles - Abutment B 3 7 14-May-15 18-May-15 *Standard 5 Day Workweek

SB1050 F/R/P Pile Cap - Abutment A 10 0 14-May-15 27-May-15 *Standard 5 Day Workweek

SB1060 F/R/P Pile Cap - Abutment B 10 0 28-May-15 10-Jun-15 *Standard 5 Day Workweek

SB1065 Cure Pile Cap - Abutment B 7 12 10-Jun-15 17-Jun-15 7 Day Review/Cure

SB1070 F/R/P Wing Walls - Abutment A 4 0 11-Jun-15 16-Jun-15 *Standard 5 Day Workweek

SB1075 Cure Wing Walls - Abutment A 7 6 16-Jun-15 23-Jun-15 7 Day Review/Cure

SB1080 F/R/P Wing Walls - Abutment B 4 0 17-Jun-15 22-Jun-15 *Standard 5 Day Workweek

SB1085 Cure Wing Walls - Abutment B 7 0 22-Jun-15 29-Jun-15 7 Day Review/Cure

SB1090 Rap Rap Slope Protection - Abutment A 2 9 17-Jun-15 18-Jun-15 *Standard 5 Day Workweek

SB1100 Rip Rap Slope Protection - Abutment B 2 5 23-Jun-15 24-Jun-15 *Standard 5 Day Workweek

SB1110 Select Backfill - Abutment A 2 4 24-Jun-15 25-Jun-15 *Standard 5 Day Workweek

SB1120 Select Backfill - Abutment B 2 0 30-Jun-15 01-Jul-15 *Standard 5 Day Workweek

SuperstructureSuperstructure 42 3 02-Jul-15 28-Aug-15

SB1200 Set and Tension Precast Box Beams 4 0 02-Jul-15 07-Jul-15 *Standard 5 Day Workweek

SB1210 Form Deck 5 0 08-Jul-15 14-Jul-15 *Standard 5 Day Workweek

SB1220 Rebar Deck 2 0 15-Jul-15 16-Jul-15 *Standard 5 Day Workweek

SB1230 Setup Bidwell and Rail 2 0 17-Jul-15 20-Jul-15 *Standard 5 Day Workweek

SB1240 Dry Run 1 0 21-Jul-15 21-Jul-15 *Standard 5 Day Workweek

SB1250 Prepare and Pour Deck 2 0 22-Jul-15 23-Jul-15 *Standard 5 Day Workweek

SB1260 Wet Cure Bridge Deck 7 0 23-Jul-15 30-Jul-15 7 Day Review/Cure






SB1265 F/R/P Approach Slabs 6 2 24-Jul-15 31-Jul-15 *Standard 5 Day Workweek

SB1267 Cure Approach Slabs 7 4 31-Jul-15 07-Aug-15 7 Day Review/Cure

SB1270 F/R/P Sidewalk 3 0 31-Jul-15 04-Aug-15 *Standard 5 Day Workweek

SB1275 Cure Sidewalk 7 12 04-Aug-15 11-Aug-15 7 Day Review/Cure

SB1280 F/R/P Shared Use Path 3 0 31-Jul-15 04-Aug-15 *Standard 5 Day Workweek

SB1290 Cure Shared Use Path 3 16 04-Aug-15 07-Aug-15 7 Day Review/Cure

SB1300 F/R/P Bridge Parapets 5 0 05-Aug-15 11-Aug-15 *Standard 5 Day Workweek

SB1310 Cure Bridge Parapets 7 5 11-Aug-15 18-Aug-15 7 Day Review/Cure

SB1320 Install Bridge Railing 1 3 19-Aug-15 19-Aug-15 *Standard 5 Day Workweek

SB1330 Groove Bridge Deck 1 8 12-Aug-15 12-Aug-15 *Standard 5 Day Workweek

SB1340 Safety and Acceptance Inspection 1 3 20-Aug-15 20-Aug-15 *Standard 5 Day Workweek

SB1350 Structure Load Rating Submittal 1 8 20-Aug-15 20-Aug-15 *Standard 5 Day Workweek

SB1355 Complete Bridge Inspection Punchlist 5 3 21-Aug-15 27-Aug-15 *Standard 5 Day Workweek

SB1360 Open Bridge to Traffic 1 5 27-Aug-15 28-Aug-15 7 Day Review/Cure

Section C - B-641 to Mariah CourtSection C - B-641 to Mariah Court 89 0 01-May-15 02-Sep-15

Phase 2Phase 2 89 0 01-May-15 02-Sep-15

SC20010 Demo Existing Roadway 3 16 01-May-15 05-May-15 *Standard 5 Day Workweek

SC20020 Offsite Borrow to Fill 15 16 06-May-15 26-May-15 *Standard 5 Day Workweek

SC20030 Install Storm Drainage 12 16 27-May-15 11-Jun-15 *Standard 5 Day Workweek

SC20080 Install Base & Intermediate Asphalt 5 0 18-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SC20100 Install Shared Use Path 3 0 28-Aug-15 01-Sep-15 *Standard 5 Day Workweek

SC20110 Install Guard Rail 1 0 02-Sep-15 02-Sep-15 *Standard 5 Day Workweek

Section D - Mariah Court to Willard RoadSection D - Mariah Court to Willard Road 133 3 25-Feb-15 28-Aug-15

Phase 1 - Proposed SB LanesPhase 1 - Proposed SB Lanes 72 3 25-Feb-15 04-Jun-15

SD10020 Excavate for Road Widening 18 3 25-Feb-15 20-Mar-15 *Standard 5 Day Workweek

SD10040 Demo Existing Pavement 4 3 23-Mar-15 26-Mar-15 *Standard 5 Day Workweek

SD10050 Install Drainage 13 3 27-Mar-15 14-Apr-15 *Standard 5 Day Workweek

SD10060 Fine Grade Subgrade 6 3 15-Apr-15 22-Apr-15 *Standard 5 Day Workweek

SD10070 Install Stone & Grade for Curb 8 3 23-Apr-15 04-May-15 *Standard 5 Day Workweek

SD10080 Install Sidewalk and Curb 8 3 05-May-15 14-May-15 *Standard 5 Day Workweek

SD10090 Backfill Curb & Grade Green Areas 10 3 15-May-15 28-May-15 *Standard 5 Day Workweek

SD10100 Install Base & Intermediate Asphalt 4 3 29-May-15 03-Jun-15 *Standard 5 Day Workweek

SD10110 Install Temporary Pavement Markings for Phase 2 1 3 04-Jun-15 04-Jun-15 *Standard 5 Day Workweek

Phase 2 - Proposed NB LanesPhase 2 - Proposed NB Lanes 61 3 05-Jun-15 28-Aug-15

SD20010 Switch Traffic to Newly Constructed SB Lanes 1 3 05-Jun-15 05-Jun-15 *Standard 5 Day Workweek

SD20020 Demo Existing Pavement 5 3 08-Jun-15 12-Jun-15 *Standard 5 Day Workweek

SD20030 Excavate for Road Widening 12 3 15-Jun-15 30-Jun-15 *Standard 5 Day Workweek

SD20040 Install Drainage 6 3 01-Jul-15 08-Jul-15 *Standard 5 Day Workweek

SD20050 Fine Grade Subgrade 6 3 09-Jul-15 16-Jul-15 *Standard 5 Day Workweek

SD20060 Install Stone & Grade for Curb 8 3 17-Jul-15 28-Jul-15 *Standard 5 Day Workweek

SD20070 Install Sidewalk and Curb 9 3 29-Jul-15 10-Aug-15 *Standard 5 Day Workweek

SD20080 Backfill Curb & Grade Green Areas 10 3 11-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SD20090 Install Base & Intermediate Asphalt 4 3 25-Aug-15 28-Aug-15 *Standard 5 Day Workweek

Section E - Widening at Dallas StreetSection E - Widening at Dallas Street 12 5 11-Aug-15 26-Aug-15

SE10010 Setup MOT 1 5 11-Aug-15 11-Aug-15 *Standard 5 Day Workweek

SE10020 Demo Existing Pavement & Curb and Gutter 1 5 12-Aug-15 12-Aug-15 *Standard 5 Day Workweek

SE10030 Excavate for Road Widening 2 5 13-Aug-15 14-Aug-15 *Standard 5 Day Workweek

SE10040 Fine Grade Subgrade 1 5 17-Aug-15 17-Aug-15 *Standard 5 Day Workweek

SE10050 Install Stone & Grade for Curb 1 5 18-Aug-15 18-Aug-15 *Standard 5 Day Workweek

SE10060 Install Curb 1 5 19-Aug-15 19-Aug-15 *Standard 5 Day Workweek

SE10070 Backfill Curb 2 5 20-Aug-15 21-Aug-15 *Standard 5 Day Workweek

SE10080 Install Base & Intermediate Asphalt 1 5 24-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SE10090 Install Asphalt Sidewalk 2 5 25-Aug-15 26-Aug-15 *Standard 5 Day Workweek








ent Agreem

ent

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Request for Proposals Walney Road Bridge Replacement and Road Widening Part 1 Fairfax County, Virginia Instructions for Offerors Project No. 0657-029-099, R201, C501, B641 September 13, 2013 Contract ID # C00104103DB62

_________________________________________________________________________________________________ Commonwealth of Virginia

Virginia Department of Transportation Page 1 of 4

ATTACHMENT 9.3.1 PROPOSAL PAYMENT AGREEMENT

THIS PROPOSAL PAYMENT AGREEMENT (this “Agreement”) is made and entered into as of this ____ day of _________, 20__, by and between the Virginia Department of Transportation (“VDOT”), and ___________________________ (“Offeror”).

WITNESSETH: WHEREAS, Offeror is one of the entities who submitted Statements of Qualifications (“SOQs”) pursuant to VDOT’s April 30, 2013 Request for Qualifications (“RFQ”) and was invited to submit proposals in response to a Request for Proposals (“RFP”) for the Walney Road Bridge Replacement and Road Widening, Project No. 0657-029-099, R201, C501, B641 (“Project”), under a design-build contract with VDOT (“Design-Build Contract”); and WHEREAS, as part of the procurement process for the Project, Offeror has already provided and/or furnished to VDOT, and may continue to provide and/or furnish to VDOT, certain intellectual property, materials, information and ideas, including, but not limited to, such matters that are: (a) conveyed verbally and in writing during proprietary meetings or interviews; and (b) contained in, related to or associated with Offeror’s proposal, including, but not limited to, written correspondence, designs, drawings, plans, exhibits, photographs, reports, printed material, tapes, electronic disks, or other graphic and visual aids (collectively “Offeror’s Intellectual Property”); and WHEREAS, VDOT is willing to provide a payment to Offeror, subject to the express conditions stated in this Agreement, to obtain certain rights in Offeror’s Intellectual Property, provided that Offeror submits a proposal that VDOT determines to be responsive to the RFP (“Offeror’s Proposal”), and either (a) Offeror is not awarded the Design-Build Contract; or (b) VDOT cancels the procurement or decides not to award the Design-Build Contract to any Offeror; and WHEREAS, Offeror wishes to receive the payment offered by VDOT, in exchange for granting VDOT the rights set forth in this Agreement. NOW, THEREFORE, in consideration of the mutual covenants and agreements set forth in this Agreement and other good and valuable consideration, the receipt and adequacy of which are acknowledged by the parties, the parties agree as follows:

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American Infrastructure-VA, Inc.

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December


_________________________________________________________________________________________________

Commonwealth of Virginia Virginia Department of Transportation

Page 2 of 4

1. VDOT’s Rights in Offeror’s Intellectual Property. Offeror hereby conveys to VDOT all rights, title and interest, free and clear of all liens, claims and encumbrances, in Offeror’s Intellectual Property, which includes, without restriction or limitation, the right of VDOT, and anyone contracting with VDOT, to incorporate any ideas or information from Offeror’s Intellectual Property into: (a) the Design-Build Contract and the Project; (b) any other contract awarded in reference to the Project; or (c) any subsequent procurement by VDOT. In receiving all rights, title and interest in Offeror’s Intellectual Property, VDOT is deemed to own all intellectual property rights, copyrights, patents, trade secrets, trademarks, and service marks in Offeror’s Intellectual Property, and Offeror agrees that it shall, at the request of VDOT, execute all papers and perform all other acts that may be necessary to ensure that VDOT’s rights, title and interest in Offeror’s Intellectual Property are protected. The rights conferred herein to VDOT include, without limitation, VDOT’s ability to use Offeror’s Intellectual Property without the obligation to notify or seek permission from Offeror. 2. Exclusions from Offeror’s Intellectual Property. Notwithstanding Section 1 above, it is understood and agreed that Offeror’s Intellectual Property is not intended to include, and Offeror does not convey any rights to, the Escrow Proposal Documents submitted by Offeror in accordance with the RFP. 3. Proposal Payment. VDOT agrees to pay Offeror the lump sum amount of Ten Thousand and 00/100 Dollars ($10,000.00) (“Proposal Payment”), which payment constitutes payment in full to Offeror for the conveyance of Offeror’s Intellectual Property to VDOT in accordance with this Agreement. Payment of the Proposal Payment is conditioned upon: (a) Offeror’s Proposal being, in the sole discretion of VDOT, responsive to the RFP; (b) Offeror complying with all other terms and conditions of this Agreement; and (c) either (i) Offeror is not awarded the Design-Build Contract, or (ii) VDOT cancels the procurement or decides not to award the Design-Build Contract to any Offeror. 4. Payment Due Date. Subject to the conditions set forth in this Agreement, VDOT will make payment of the Proposal Payment to the Offeror within forty-five (45) days after the later of: (a) notice from VDOT that it has awarded the Design-Build Contract to another Offeror; or (b) notice from VDOT that the procurement for the Project has been cancelled and that there will be no Contract Award. 5. Effective Date of this Agreement. The rights and obligations of VDOT and Offeror under this Agreement, including VDOT’s ownership rights in Offeror’s Intellectual Property, vests upon the date that Offeror’s Proposal is submitted to VDOT. Notwithstanding the above, if Offeror’s Proposal is determined by VDOT, in its sole discretion, to be nonresponsive to the RFP, then Offeror is deemed to have waived its right to obtain the Proposal Payment, and VDOT shall have no obligations under this Agreement.


_________________________________________________________________________________________________

Commonwealth of Virginia Virginia Department of Transportation

Page 3 of 4

6. Indemnity. Subject to the limitation contained below, Offeror shall, at its own expense, indemnify, protect and hold harmless VDOT and its agents, directors, officers, employees, representatives and contractors from all claims, costs, expenses, liabilities, demands, or suits at law or equity (“Claims”) of, by or in favor of or awarded to any third party arising in whole or in part from: (a) the negligence or wilful misconduct of Offeror or any of its agents, officers, employees, representatives or subcontractors; or (b) breach of any of Offeror’s obligations under this Agreement, including its representation and warranty under Section 8 hereof. This indemnity shall not apply with respect to any Claims caused by or resulting from the sole negligence or wilful misconduct of VDOT, or its agents, directors, officers, employees, representatives or contractors. 7. Assignment. Offeror shall not assign this Agreement, without VDOT's prior written consent, which consent may be given or withheld in VDOT’s sole discretion. Any assignment of this Agreement without such consent shall be null and void. 8. Authority to Enter into this Agreement. By executing this Agreement, Offeror specifically represents and warrants that it has the authority to convey to VDOT all rights, title, and interest in Offeror’s Intellectual Property, including, but not limited to, those any rights that might have been vested in team members, subcontractors, consultants or anyone else who may have contributed to the development of Offeror’s Intellectual Property, free and clear of all liens, claims and encumbrances. 9. Miscellaneous. a. Offeror and VDOT agree that Offeror, its team members, and their respective employees are not agents of VDOT as a result of this Agreement. b. Any capitalized term used herein but not otherwise defined shall have the meanings set forth in the RFP. c. This Agreement, together with the RFP, embodies the entire agreement of the parties with respect to the subject matter hereof. There are no promises, terms, conditions, or obligations other than those contained herein or in the RFP, and this Agreement shall supersede all previous communications, representations, or agreements, either verbal or written, between the parties hereto. d. It is understood and agreed by the parties hereto that if any part, term, or provision of this Agreement is by the courts held to be illegal or in conflict with any law of the Commonwealth of Virginia, validity of the remaining portions or provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular part, term, or provisions to be invalid. e. This Agreement shall be governed by and construed in accordance with the laws of the Commonwealth of Virginia.

Appendix 4.1.8 D

ebarment C

ertification

American Infrastructure301 Concourse Blvd.

Suite 300Glen Allen, VA 23059

804-290-8500

Whitman, Requardt & Associates, LLP3701 Pender Drive

Suite 450Fairfax, VA 22030

703-293-9717

Volume II – Technical Proposal, Design Concept Graphics and Proposal Schedule A DESIGN-BUILD PROJECT


From: Westfield Boulevard (Route 6755)

To: Willard Road (Route 6215)

and

From: Dallas Street (Route 745)

To: 250 Feet North of Dallas Street

Fairfax County, Virginia


Federal Project No.: STP-5A01(471)

Contract ID No.: C00104103DB62

Date: December 30, 2013

4.2.2 Conceptual R

oadway Plans

4.2.3 Conceptual B

ridge Plans4.2.4.1 Proposal Schedule

JORLUS

Text Box

JORLUS

Text Box

12'

L

12'12'7' 7'

B

4.5'5' 5.5' 10' 2'1'

12'12'

L

12'12'7' 7'

B

4.5'5' 10' 5'1'

VARIES

0'-6'

VARIES

0'-6'

WALNEY ROAD (RTE 657)

11' - 0'

VARIES12'

THRU LANETHRU LANE THRU LANE THRU LANE

LEFT TURN

LANE*STRIPED MEDIAN

BIKE LANE BIKE LANE SHARED USE PATHSIDEWALK

3'

2 % 2 %

2 %

STRIPED MEDIANTHRU LANE THRU LANE THRU LANETHRU LANEBIKE LANE BIKE LANE SHARED USE PATHSIDEWALK

2 % 2 % 2 % 2 %

**

TYPICAL SECTIONS 2A(1)

2A(1)

POINT OF FINISHED GRADE

MAX 2:1

N.T.S.

MAX 2:1

STA. 100+55.95 TO STA. 105+83.57

* RAISED MEDIAN FROM STA 100+55.95 TO STA 102+24.01

0'-8'

VARIES

(1.5' MIN PROVIDED)

LATERAL OFFSET (1.5' MIN PROVIDED)

LATERAL OFFSET

2 %

STA 105+23.49 TO STA 105+51.14


3' 3'

2 %

STA 105+03.74 TO STA 105+92.88

8'

10'3'

2 %

STA 106+31.84 TO STA 107+86.81

1'

STA 112+11.60 TO STA 112+82.94

3' 3'

2 %

STA 106+69.59 TO STA 106+95.93

8'

MAX 2:1

MAX 6:1

MAX 2:1

MAX 2:1 MAX 2:1

MAX 2:1

THE ROADWAY TO 8' ON THE BRIDGE

** TRANSITIONS FROM 8' ADJACENT TO

(1.5' MIN PROVIDED)

LATERAL OFFSET

STA. 106+76.62 TO STA. 107+28.84

0' - 5.5'

VARIES

(1.5' MIN PROVIDED)

LATERAL OFFSET

SEE INSET A

SEE INSET A

TYPE SM-9.5D @ 182 LBS/SQ YD

SURFACE - 1.5" ASPHALT CONCRETE, 1

2

TYPE IM-19.0A @ 242 LBS/SQ YD

INTERMEDIATE - 2" ASPHALT CONCRETE

3

TYPE BM-25.0A

BASE - 7" ASPHALT CONCRETE,

4

TYPE I, SIZE NO. 21B

SUBBASE - 8" AGGREGATE BASE MATERIAL,

5 ST'D UD-4

6

CLASS A3

SURFACE - 4" HYDRUALIC CEMENT CONCRETE,

7

TYPE I, SIZE NO. 21A OR NO. 21B

BASE - 4" AGGREGATE BASE MATERIAL

8

TYPE SM-9.5A @ 242 LBS/SQ YD

SURFACE - 2" ASPHALT CONCRETE,

9


BASE - 6" PLAIN AGGREGATE,

SEE INSET B

SEE INSET C

SEE INSET A SEE INSET ASEE INSET B SEE INSET C

NOT TO SCALE

8

9

INSET C

6"

NOT TO SCALE

1

23 4

ST'D CG-6

INSET A

5

1'

INSET B

NOT TO SCALE

6

7

6"

12'

MAX 2:1

MAX 6:1

2 %

6'

MAX 2:1

STA. 109+15.85 TO STA. 112+82.94

STA. 115+16.98 TO STA. 118+49.15

STA. 115+16.98 TO STA. 118+49.15

TYPE III

Asphalt

NOT TO SCALE

will be determined by the existing condition at the

time of construction.

No. 21A or 21B

Asphalt Conc. Type

SM-9.5A or SM-9.5D @ 220 Lbs. per S. Y.

4" Aggr. Base Mat'l. Ty. I

The type of entrance (I) to be constructed

COMMERCIAL ENTRANCES

PRIVATE AND

TO 8' ADJACENT TO THE ROADWAY

*** TRANSITIONS FROM 8' ON THE BRIDGE

***


NOTES:

LOCATION DEPTH BELOW SUBGRADE

Sta. 105+40 to Sta. 105+90

Sta. 106+30 to Sta. 106+80

Sta. 119+75 to Sta. 120+75

Sta. 123+00 to Sta. 123+75

Sta. 123+75 to Sta. 124+75

3'

6'

3'

2'

3'

Sta. 127+75 to Sta. 129+12

Sta. 201+00 to Sta. 203+40

2.5'

2.5'

WASTE FOR OFF-SITE DISPOSAL.

MATERIAL, ALL UNSUITABLE MATERIAL SHOULD BE CONSIDERED

1. THE FOLLOWING TABLE SHOWS STATIONS FOR UNSUITABLE

STA. 106+77.38 TO STA. 122+05.40 RT

STA. 102+00.00 TO STA. 107+28.84 RT

STA. 106+33.71 TO STA. 107+28.84 LT

STA. 100+98.74 TO STA. 105+44.16 LT

2. ST'D UD-4 LOCATIONS:

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

5'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

12/4/2013

d10410302a(1).dgn

Plotted By: localuser4:31:42 PM

12/4/2013

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

12'12'

L

2 %

12'12'7'

B

4.5'5'1'

12'

TYPICAL SECTIONS 2A(2)

2A(2)

STRIPED MEDIANTHRU LANE THRU LANE THRU LANETHRU LANE

7'

BIKE LANEBIKE LANESIDEWALK RIGHT TURN LANE

0' - 12'

VARIES


STA. 118+49.15 TO STA. 118+76.74

2 %

(1.5' MIN PROVIDED)

LATERAL OFFSET

2 %

MAX 2:1

N.T.S.

NOT TO SCALE

8

9

INSET C

6"

NOT TO SCALE

1

23 4

ST'D CG-6

INSET A

5

1'

1

2

3

4

5 ST'D UD-4

6

7

8

9


SURFACE - 1.5" ASPHALT CONCRETE,



TYPE BM-25.0A




CLASS A3








1'2.5'

12'12'

L

12'12'7' 7'

B

4.5'5' 10' 5'1'

VARIES

0'-6'

VARIES

0'-6'

STRIPED MEDIANTHRU LANE THRU LANE THRU LANETHRU LANEBIKE LANE BIKE LANE SHARED USE PATHSIDEWALK

2 %

2 %

*

MAX 2:1

MAX 6:1

MAX 2:1

(1.5' MIN PROVIDED)

LATERAL OFFSET

0' - 5.5'

VARIES

(1.5' MIN PROVIDED)

LATERAL OFFSET

SEE INSET A

SEE INSET ASEE INSET B

SEE INSET C

MAX 2:1

1'

STA 112+82.94 TO STA 115+16.98

STA. 107+28.84 TO STA. 109+15.85

STA. 112+82.94 TO STA. 115+16.98

Full SuperelevationFull Superelevation

**

STA. 118+76.74 TO STA. 123+05.83

STA. 123+05.83 TO STA. 123+11.37

12'12'

L

12'12'7'

B

4.5'5'1'

12'

STRIPED MEDIANTHRU LANE THRU LANE THRU LANETHRU LANE

7'

BIKE LANEBIKE LANESIDEWALK RIGHT TURN LANE

0' - 12'

VARIES


(1.5' MIN PROVIDED)

LATERAL OFFSET

2 %

MAX 2:1

1'2.5'

Full Superelevation*Full Superelevation*




INSET B

NOT TO SCALE

6

7

6"

NOTES:


Sta. 105+40 to Sta. 105+90

Sta. 106+30 to Sta. 106+80

Sta. 119+75 to Sta. 120+75

Sta. 123+00 to Sta. 123+75

Sta. 123+75 to Sta. 124+75

3'

6'

3'

2'

3'

Sta. 127+75 to Sta. 129+12

Sta. 201+00 to Sta. 203+40

2.5'

2.5'




SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

STA. 116+03.56 TO STA. 122+05.40 RT

STA. 107+28.84 TO STA. 114+11.64 RT

STA. 116+03.27 TO STA. 118+00.80 LT

STA. 107+28.84 TO STA. 112+00.27 LT


SEE NOTE 2

SEE NOTE 2

REFER TO PROFILE SHEETS

* FOR SUPERELEVATION INFORMATION,



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410302a(2).dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

TYPICAL SECTIONS

2A(3)

N.T.S.

NOT TO SCALE

8

9

INSET C

6"

NOT TO SCALE

1

23 4

ST'D CG-6

INSET A

5

1'

ST'D UD-4





TYPE BM-25.0A




CLASS A3








1

2

3

4

5

6

7

8

9

2A(3)

12'12'

L

2 %

12'12'7' 7'

B

4.5'5'

2.5' 2'

1'


0'- 12'

VARIES

6' - 0'

VARIES12'

THRU LANETHRU LANE THRU LANE

LEFT TURN

LANESTRIPED MEDIAN

BIKE LANE BIKE LANE

SHARED USE PATH

SIDEWALK

2 % 2 %

**


THRU/RIGHT TURN LANE

8'

BETWEEN MARIAH COURT AND STA 126+49.81

** THE EXISTING SHARED-USE PATH SHALL REMAIN IN-PLACE

MAX 2:1

STA. 123+11.37 TO STA. 124+71.36

(1.5' MIN PROVIDED)

LATERAL OFFSET

(1.5' MIN PROVIDED)

LATERAL OFFSET

2 % MAX 6:1

STA. 126+49.81 TO STA. 128+59.46

STA. 124+71.36 TO STA. 128+82.83

12'12'

L

12'12'7' 7'

B

4.5'5'1'


0'- 12'

VARIES

6' - 0'

VARIES12'

THRU LANETHRU LANE THRU LANE

LEFT TURN

LANESTRIPED MEDIAN

BIKE LANE BIKE LANESIDEWALK

2 %


THRU/RIGHT TURN LANE

MAX 2:1

(1.5' MIN PROVIDED)

LATERAL OFFSET (1.5' MIN PROVIDED)

LATERAL OFFSET

Full SuperelevationFull Superelevation

**

1'

1'

NOTES:


Sta. 105+40 to Sta. 105+90

Sta. 106+30 to Sta. 106+80

Sta. 119+75 to Sta. 120+75

Sta. 123+00 to Sta. 123+75

Sta. 123+75 to Sta. 124+75

3'

6'

3'

2'

3'

Sta. 127+75 to Sta. 129+12

Sta. 201+00 to Sta. 203+40

2.5'

2.5'




INSET B

NOT TO SCALE

6

7

6"

SEE NOTE 2 SEE NOTE 2

SEE NOTE 2

STA. 123+50.00 TO STA. 123+75.80 RT

STA. 123+67.79 TO STA. 128+03.25 LT




VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410302a(3).dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

12'12'

L

2 %

B

TYPICAL SECTIONS

2A(4)

THRU LANETHRU LANE RIGHT TURN LANE

0' - 12'

VARIES6'

MEDIAN

STRIPED

STA. 201+18.58 TO STA. 203+38.18

15.25'

BIKE LANE

5.5' 3.5' 8'

SHARED USE PATH

2'

5'5'

DETAIL A

See Detail A

See Detail A

Radius = Variable ( To Be Field Set )

S/

O

S/

O

BASELINE

( Use with Curbs and/or Curb & Gutters )

TYPICAL

STRAIGHT - LINE TAPER LANE

= Variable 2° - 1 1°

T

T - See plans for Length of T.

S/O - See plans for Stations and Offsets.


MAX 2:1

2 % MAX 6:1

(1.5' MIN PROVIDED)

LATERAL OFFSET

N.T.S.

NOT TO SCALE

8

9

INSET C

6"

NOT TO SCALE

1

23 4

ST'D CG-6

INSET A

5

1'

ST'D UD-4





TYPE BM-25.0A




CLASS A3








1

2

3

4

5

6

7

8

9

2A(4)

NOTES:


Sta. 105+40 to Sta. 105+90

Sta. 106+30 to Sta. 106+80

Sta. 119+75 to Sta. 120+75

Sta. 123+00 to Sta. 123+75

Sta. 123+75 to Sta. 124+75

3'

6'

3'

2'

3'

Sta. 127+75 to Sta. 129+12

Sta. 201+00 to Sta. 203+40

2.5'

2.5'




INSET B

NOT TO SCALE

6

7

6"

MILL AND OVERLAY (DEPTH OF 1.5")

ST'D WP-2

SEE NOTE 2

2. ST'D UD-4 LOCATION: STA. 202+43.00 TO STA. 203+38.18

*

AS FULL DEPTH PAVEMENT, REFER TO THE PLAN SHEET.

* FOR APPROXIMATE LIMITS OF MILL AND OVERLAY AS WELL

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410302a(4).dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

(A)

(B)

30"

C&

G

30"

C&

G

6"

Curb

6" Curb

6" Curb

30" C&G

30" C&G

30" C&G

6" Curb

6" Curb

Bit.

Conc.

Walk

Bit. Conc. Walk

Bit. Conc. Walk

Conc.

Grass

Mixed Hardwoods

Conc.

Sig

n

Sig

n

Sig

n

Bit. Conc.

Bit. C

onc.

Walney Road - S.R. 65

7

001

002

004

003

009

005

010

006

0.00' Rt.

+00.00 IP

92.20' Rt.

+97.79 IP

Mixed Hardwoods

(S20°08'36"W 178.51')(S18°37'20"W 226.03')

(S22°17'27"W 240.17')

(S69°5

1'24"E 83.0

0')

(N20°08'36"E 140.51')

(S12°31'4

2"E

127.4

0')

(N40°14'00"E 202.63')

(S10°04'11"

E 80.10')

(S11°13'11"E 100.05')

(N20°00'37"E 97.95')(N18°23'57"E 138.01')

(S69°5

9'2

3"E 77.0

0')

(N12°56'11"

W 71.62')

(N23°39'11"W 62.36')

(N16°12'11"W 70.11')

(N40°14'00"E 202.63')

(R=3

8.00)

(L=59.69')

(8.38')

(S12°56'11"

E)

(46.3

2')

(N80°09'0

1"E)

(46.3

2')

(N80°09'0

1"E)

(L=189.29', R=455.00)

(R=3

8.00)

(L=59.69') (R=540.41)

(L=55.15')

PL

Exist.

R/

W Per D.B. 1070

6, PG. 1728

Exist.

R/W

Per

D.B. 689

7, PG. 1180

Exist. R/W Per D.B. 18177, PG. 1220

Exist. R/W Per D.B. 17918, PG. 1670Exist. R/W Per D.B. 17918, PG. 1670


Sign

Sig

n

Sig

n

Sig

n

Bit.

Conc.

WalkCONSTRUCTION

AREA UNDER

Box

Valve

Irrig

ation

Sig

n

Rem

ains of T

hree B

oard F

ence

Rem

ains of

Bar

bed

Wire

Fence

(R=448.4

1)(L=29

2.14')

Gravel

Gravel

D.B. 6751, PG. 1761

Ex. 15' Virginia Power Esmt.

Approx. Location

D.B. 6751, PG. 1761

Williams Communications, Inc. Esmt.

Approx. Location Ex. 10'

D.B. 6570, PG. 1666Ex. 15' C & P Tele. Esmt.

D.B. 6897, PG. 1180

Ex. 10' Storm Drain Esmt.

D.B. 6

554, P

G. 8

30

Ex. Vepco E

smt.

Appro

x. Location

D.B. 2

363, P

G. 13

4

Ex. 2

5' S

an. Sew. Esmt.

D.B. 6795, PG. 1717Ex. 15' Vepco Esmt.Approx. Location

D.B. 6

897, P

G. 118

0

Ex. 10' Stor

m

Drain Es

mt.

D.B. 677

1, PG. 1189

Ex. 15' F

CWA

Esmt.

D.B. 6751, PG. 17

57

Ex. 30' Vi

rginia P

ower Esm

t.

Approx. L

ocation

D.B. 994

7, PG. 19

2

Ex. Conservation

Esmt.

D.B. 7113, PG. 254& Storm Drainage Esmt.Ex. 100 Year Flood Plain

D.B. 17740, PG. 1164Ex. 10' Virginia Power Esmt.

D.B. 17266, PG. 1645Ex. Storm Drainage Esmt.

D.B. 6

795, P

G. 1717

Ex. 15'

VA. Power Es

mt.

Approx. L

ocation

D.B. 6897, P

G. 118

0

Drain E

smt.

Ex. 10' Storm

D.B. 17266, PG. 1645

Existing RPA

D.B. 1817

7, P

G. 1219

Ex. P

ublic

Access Es

mt.

D.B. 17266, PG. 1645

Access Esmt.

Ex. Public

D.B. 18053, PG. 876

Management Esmt.

Ex. Stormwater

D.B. 18

053, P

G. 876

Manag

ement Ac

cess E

smt.

Ex. 20' Stor

mwater

D.B. 18053, PG. 876

Management Access Esmt.

Ex. 20' StormwaterD.B. 6897, PG. 1180Ex. Storm Drain Esmt.

D.B. 18053, PG. 876

Ex. Conservation Esmt.

D.B. 7464, PG. 1802Ex. 55' Landscape Esmt.

Ex. 4

Ex. 5

3-1 15"

PO

T 10

0+0

0.0

0

101

102

PC 10

2+3

9.2

3

103

104

327' Tran

sition

248' Turn Lane

100' Taper

360' Tran

sition

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410303.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

MAT

CH

LIN

E

ST

A. 10

4+2

5 - S

EE

SH

EE

T 4

0

SCALE

25' 50'

3

3

002

001

003

LEGEND

Proposed Pavement Overlay

Proposed Full Depth Pavement

Proposed Demolition of Pavement

Denotes Graded V-Ditch

Denotes Construction Limits in CutsC

Denotes Construction Limits in FillsF

ST'D CG-6 REQUIRED1

C1 PI = 104+26.95

T = 187.72'

L = 363.60'

R = 593.00'

102+39.23PC =

PT = 106+02.84

C1

Utility Owners

Walney Road - South

Fairfax County, VA

Water & Sewer:

County of Fairfax - Sewer

Wastewater Management

12000 Government Center Pkwy.

Ned Langdon, GIS

703-324-5002

Fairfax Water Authority

Tech Service Department

8570 Executive Park Ave

Michael Jenkins

[email protected]

Power:

Dominion Virginia Power

Richmond, VA 23219

Andrew Brooks

Underground Damage Prevention Manager

Dominion Emergency Preparedness Center

804-771-3655

[email protected]

Telephone:

Verizon

Field Contact: Dean Rasmussen

Cable TV:

Cox Communications

3080 Centreville Road

Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.

4800 Winchester Blvd

Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business

Richardson, TX 75082

800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom

12343 Sunrise Valley Drive

Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected]

FiberLight, LLC

3655 Brookside Parkway, Suite 550

Chris Russell

703-650-8465

Level (3) Communications, LLC

540-222-6598

Gas:

Washington Gas

6801 Industrial Road

703-750-1000

2400 N. Glenville Dr.

Springfield, VA 22151

Alpharetta, GA 30022

Frederick, MD 21703

Herndon, VA 20171

Fairfax, VA 22035

Fairfax, VA 22031

703-698-5600 Ext. 6358

701 E. Cary St.

434-942-8192

Attn: Investigations

SAW CUT

FULL DEPTH

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7

CONSTRUCTION B


L


WA

LN

EY R

OA

D (R

TE 657)

WESTFIELDS BOULEVARD

31

1

12

12'

12'

5'

11'11'

12'

5'

PROPOSED R/W

PROPOSED R/W

ST'D GR-FOA-1 REQUIRED10

ST'D GR-11 REQUIRED9

ST'D GR-9 REQUIRED8

5' CONCRETE SIDEWALK3

ST'D RADIAL CG-6 REQUIRED2

ST'D CG-12, TYPE A REQUIRED5

ST'D CG-12, TYPE B REQUIRED6

ST'D UD-4 REQUIRED11

CONCRETE MEDIAN

DENOTES REMOVAL OF EXSITING12

REMOVE EXISTING CURB & GUTTER13

SIDEWALK/CURB RAMP

DENOTES REMOVAL OF EXISTING14

10' SHARED USE PATH

413

14

PROPOSED R/W

13

CURB & GUTTER

TIE INTO EXISTING

SIDEWALK

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

STA. 100+53.95

BEGIN CONSTRUCTION

STA. 100+98.81

0657-029-099, PE-101, C-501

BEGIN PROJECT

DRAINAGE EASEMENT

PROPOSED PERMANENT

DRAINAGE EASEMENT

PROPOSED PERMANENT

DRAINAGE EASEMENT

PROPOSED PERMANENT

3A

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

Walney Road Profile

1755 Old Meadow Rd

McLean, VA 22102

Chris Baker


1

11

REMOVE EXISTING STRUCTURE18

REMOVE EXISTING STORM PIPE17

ABANDON EXISTING STORM PIPE16

Std. EC-3, Type B Req'd (W=4')

REMOVE EXISTING GUARDRAIL19

ST'D CD-1 REQUIRED21

21


REMOVE EXISTING ENTRANCE20

T

T

T

T

Tel. M

anhole

TC

Traffic Handhole

Traffic

Handhole

Traff. Lig

ht

Pole

Traffic

Handhole

Traff. Light Pole

Traffic

Handhole

Tel. M

anhole

No #

Co

mb. Pole

WV

EOI

To Loop

To Loop

Loop

To

To Loop

Traffic H

andhole

Traffic H

andhole

Traffic H

andhole

Traffic C

ontrol Panel

Traffic H

andhole

Traffic

Handhole

w/

Guy (3)

#LE52

Co

mb. Pole

COMMONWEALTH CENTRE

INVESTORS, LLCDB17918 PG1676

3,173,202 SQ. FT

Tax# 0441010006

FAIRFAX COUNTY PARK AUTHORITYDB12327 PG2170

22.4729 AC.

Tax# 044220AGRAHAM PARK APARTMENTS,

LLC COLONEL'S RIDGE OFFICE

CONDOMINIUMS (PHASE4)DB15765 PG1413 &

DB18177 PG1237

64,285 SQ. FT

Tax# 044218A1

N/F HENRY A. LONG &

R. DENNIS MCARVER, TRS.DB6897 PG1180

18,248 SQ. FT

Tax# 0443010010A

AHMADIYYA MOVEMENT

IN, ISLAM INC.DB10706 PG1728

5.3372 AC.

Tax# 0442200001B

C F

215_

220_

225_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

300_

305_

101+00.00

101+01.29

102+66.82

Lt = 82.76' Lr = 82.76'

101+84.05

296.50'

FULL SUPERELEVATION 2.00%

LENGTH = 1.29'NORMAL CROWN -2.00%

215_

220_

225_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

300_

305_

267.4

2

STA = 101+53.29

EL = 264.43

-3.20%

-0.50%

L = 180.01

K = 67

ex = 0.61'

Station 100+53.95

Begin Construction, RW-201, C-501

Station 100+98.81

Begin Project 0657-029-099, PE-101

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410303a.dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia

Whitman, Requardt & Associates

3A

3A

100+00.00 101+00.00 102+00.00 103+00.00 104+00.00

EXISTING GRADE

PROPOSED GRADE


ELE

V: 267.6

3'

ST

A. 100+5

3.9

5

ELE

V: 266.2

7'

ST

A. 100+9

8.8

1

PROPOSED GRADE

269.4

9

268.6

4

267.7

8

266.9

9

266.19

265.4

1

264.6

2

263.8

4

263.12

262.4

3

261.79

261.10

260.5

1

259.8

9

259.2

2

258.5

4

257.9

8

257.4

1

263.0

7

263.2

0

263.3

2

263.4

5

263.5

7

263.7

0

263.8

2

263.9

5

264.10

264.3

4

264.6

7

265.10

265.6

2

266.2

4

266.9

5

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

Mixed Hardwoods

Bit. C

onc. W

alk

Sig

n

Sig

nBrush

Brush

Brush

15"

Oak

HardwoodsMixed

Mixed Hardwoods Mixed H

ardwoods

Brush

Brush

Brush

Brush

Mixed Hardwoods

Mix

ed

Hard

woods

Bush

Bush

Hard

wood

s

Mixed

Brush

Mixed

Hard

woods

Mixed Hardwoods

Sig

n

24" R

CP

36" CMP

Met. Gu

ardrail

Met. G

uardrail Met. G

uardrail

Mixed Hardwoods

Conc.

Mixed Hardwoods

Bit. Conc.

17.23' Rt.

+74.88 IP

Flatlic

k Branch

(S82°5

8'4

9"E 68.7

3')

(S17°11'0

4"E 4.4

7')

(S15°35'21"

E 193.25') (N

55°00'2

6"E 78.37')

(N79°16'3

3"W 269.8

2')

(N20°36'29"E 103.00')

(N59°02'0

3"E 15

3.16')

(S28°06'49"W 57.83')

(S23°34'56"W 37.54')

(N82°5

7'4

4"W 68.7

3')

(S30°08'20"E 3

98.24')

(S20°36'29"W 103.00')

(S59°02'0

3"W 176.69')

(S09°08'11"W 65.00')

(S41°26'55"E 270.75')

(N30°08'20"W 3

98.24')

(N41°26'55"W 270.74')

(S09°08'11"W 237.63')

(S88°4

4'4

2"E 269.8

2')

(R=700.00)

(L=74.66')

(23.41')

(N59°02'0

3"E)

(37.54')

(N23°45'29"E)

(53.02')

(N28°05'44"E)

(53.9

6')

(S82°5

0'17"E)

(53.9

6')

(N82°4

9'12"W)

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL


Sig

n

Sig

nGauge

Flo

od

& Conc.

DebrisPile

s of Asp

halt

& Conc.

DebrisPile

s of Asp

halt

& Conc.

DebrisPile

s of Asp

halt

Gravel

014

015

016

D.B. 103

65, PG. 65

Ex. 10' S

an. Sew. E

smt.

D.B. 9947, PG. 192Ex. Cons

ervation Esmt.

D.B. 2

344, P

G. 11

Ex. 2

5' S

an. S

ew. E

smt.

D.B. 2

380, P

G. 2

38

Egress Es

mt.

Ex. 5

0' In

gress-

D.B. 5883, PG. 1925

Ex. 10' San. Sew. Esmt.

D.B. 5883, PG. 1925Ex. 15' F.C.W.

A. Esmt.

D.B. 7261, PG. 1288

Ex. San. Sew. Esmt.

D.B. 9

735, P

G. 17

69

Elec. C

o. Esmt.

Ex. 10' Virginia P

ower

D.B. 9

855, P

G. 5

23 and

Virginia, Inc. E

smt.

Ex. 10' B

ell Atlantic-

D.B. 6570, P

G. 1666Tele.

Esmt.Ex. 15' C&P

Mixed Hardwoods

014

In Pl. Endwall

Inv. Out = 248.75

Inv. In = 248.56

In Pl. 48.7' - 42" RCP

In Pl. Riser

016

Inv. Out = 247.68

Inv. In = 248.78

In Pl. 30.5' - 30" CMP

In Pl. FES

015

Inv. Out = 247.69

Inv. In = 247.81

In Pl. 32.2' - 30" CMP

In Pl. FES

(N15°35'17"E 42.56')

(N15°39'45"E 150.89')

(R=546.32' A=242.86')

(N09°48'29

"W 51.6

3')

Existing RW

(24.28')

(S55°00'2

6"W)

4-7

4-1

4-3B

4-6

4-7A

4-5C

4-5A

4-5

4-5B

4-3A4-3

4-2

4-4

BMP

4-3C

4-10

15"

15"

15"

15"

21"

21"

24"

24"

15"

15"

15"

24"

15"

15"

15"15"2

4"

15"

42"

BMP#2

105

106

PT 10

6+0

2.8

4

PC 10

6+8

9.3

210

7

108

109

PT 10

9+4

3.4

4

110

111

POT 300

+00.00

PC 300+

35.10

PT 300+59.00

301

PC 301+46.87PT

301+5

9.49

POT 3

02+00.0

0

327' Transition

360' Transition

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410304.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

MA

TC

H

LIN

E

ST

A. 104+2

5 -

SE

E

SH

EE

T 3

REFERENCES



MA

TC

H

LIN

E

ST

A. 111+2

5 - S

EE

SH

EE

T 5

0

SCALE

25' 50'

4

4

LEGEND







C1

Utility Owners

Walney Road - South

Fairfax County, VA

Water & Sewer:




Ned Langdon, GIS

703-324-5002




Michael Jenkins

[email protected]

Power:


Richmond, VA 23219

Andrew Brooks



804-771-3655

[email protected]

Telephone:

Verizon


Cable TV:

Cox Communications


Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.


Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business


800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom


Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected], LLC


Chris Russell

703-650-8465

Level (3) Communications, LLCGas:

Washington Gas


703-750-1000




Frederick, MD 21703

Herndon, VA 20171

Fairfax, VA 22035

Fairfax, VA 22031

703-698-5600 Ext. 6358

701 E. Cary St.

434-942-8192



002

10' SHARED USE PATH

3

1

1

C2

C1 C2 PI = 108+18.36

T = 129.04'

L = 254.12'

R = 593.00'

106+89.32PC =

PT = 109+43.44

PI = 104+26.95

T = 187.72'

L = 363.60'

R = 593.00'

102+39.23PC =

PT = 106+02.84

CONSTRUCTION B


L

CONSTRUCTION B

PRIVATE ENTRANCE #1

L

005

003

004

1

10' SHARED USE PATH

3

9

10

10

15

8

107

10

12'

12'

5'

6'

12'

12'

5'

6'

ST'D CG-6 REQUIRED1

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7


ST'D GR-9 REQUIRED8






CONCRETE MEDIAN



SIDEWALK/CURB RAMP


PROPOSED R/W

PROPOSED R/W

1 L

L

1

Sta. 106+98.14 WALNEY ROAD B

= 89° 43' 16"

Sta. 300+00.00 PRIVATE ENTRANCE #1 B

14

SIDEWALK

TIE INTO EXISTING

ST'D CG-9D

9

C6

C7

PE #1 Profile

Walney Road Profile

4A(2)

4A(1)

DRAINAGE EASEMENT

PROPOSED PERMANENT

DRAINAGE EASEMENT

PROPOSED PERMANENT

PROPOSED R/W

STA 105+75.26

BEGIN BRIDGE 0657-029-099, B641

STA 106+48.26

END BRIDGE 0657-029-099, B641

C6

PI = 301+53.22

T = 6.35'

L = 12.62'

R = 44.00'

301+46.87PC =

PT = 301+59.49

Curve PE1-2

PI = 300+47.28

T = 12.18'

L = 23.90'

R = 50.00'

300+35.10PC =

PT = 300+59.00

Curve PE1-1 C7

1755 Old Meadow Rd

McLean, VA 22102

Chris Baker

11

11

11

11


540-222-6598





19

19

19

19

Std. EC-3, Type B Req'd (W=4')

and Type I from Right of Way line to end of entrance.)

(Entrance shall be Type III up to Right of Way line

Std. PE-1, Type I & III


20




22

22

22

21

21

S

EOI

EOI

EOI

EOI

F.O in this area

Underground

Unlocatable

EOI

EOI

02

03

S

S

S S

S

07

08 09

10

w/

Guy

#LE45

Comb. Pole

C

&

P # 11

VP # LF21

Co

mb. Pole

C

&

P # 12

VP #LF36

Co

mb. Pole

C

&

P # 10

VP #LF23

Co

mb. Pole

w/

Guy

# 450

R76

VP #LE22

Co

mb. Pole

C

&

P # 13

XVP #LE45

Guy Pole

EOI

EOI

EOI

COMMERCE ASSOCIATES A

DB7251 PG1914

XXX.XX AC.

Tax# 044107 A THRU J

VIRGINIA LIMITED PARTNERSHIP


22.4729 AC.

Tax# 044220A


158,671 SQ. FT

Tax# 044103E1 BROOKFIELD CORPORATE

CENTER ASSOCIATIONDB7061 PG1589

Tax# 044103B

92,282 SQ. FT

BROOKSTONE LLCDB17173 PG830

4.7579 AC.

Tax# 441120107A

ZIA U. HASSANDB21896 PG1871

217,106 SQ. FT

Tax# 0441010011A

COMMONWEALTH CENTRE

INVESTORS, LLCDB17918 PG1676

3,173,202 SQ. FT

Tax# 0441010006

F C

FC

FCF

C

296.50'


105+63.32 106+46.08 107+28.84

Lr = 82.76' Lr = 82.76'

109+15.85 110+81.38

Lr = 82.76' Lt = 82.76'

111+17.41

Lt = 82.76'LENGTH = 36.03'NORMAL CROWN -2.00%

187.01'


STA = 109+74.85

EL = 260.32

-0.50%

+7.70%

L = 525.00

K = 64

ex = 5.38'

-0.50%

Station 105+75.26

Begin Bridge 0657-029-099, B-641

Station 106+48.46

End Bridge 0657-029-099, B-641

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410304a(1).dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

230_

235_

240_

245_

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

EXISTING GRADE

105+00.00 106+00.00 107+00.00 108+00.00 109+00.00 110+00.00 111+00.00

PROPOSED GRADE


ELE

V: 261.71'

ST

A. 106+9

8.14

(PE #1)

ST'D

VD

OT

PE-1

PROPOSED GRADE

257.4

1

256.9

4

256.3

8

255.8

9

255.3

4

255.14

254.9

7

248.5

5

249.5

5

251.22

252.16

252.2

0

252.10

252.0

7

252.6

6

253.3

0

253.3

9

253.7

0

254.0

5

254.6

0

255.2

4

256.0

2

256.8

2

257.7

1

259.0

1

260.5

9

263.0

7

265.7

0

268.8

3

263.0

7

262.9

5

262.8

2

262.7

0

262.5

7

262.4

5

262.3

2

262.2

0

262.0

7

261.95

261.82

261.70

261.59

261.56

261.63

261.80

262.0

6

262.4

3

262.8

9

263.4

5

264.10

264.8

6

265.7

1

266.6

6

267.7

1

268.8

5

270.0

9

271.43

272.8

7

4A(1)

4A(1)

261.71

262.0

2

262.3

6

260.11

257.6

1

255.11

252.9

6

252.4

9

300+00.00 301+00.00 302+00.00

200_

205_

210_

215_

220_

225_

230_

235_

240_

245_

250_

255_

252.19

253.2

9

252.4

1

252.15

250.7

9

253.8

9

253.0

2

252.4

1

252.3

9

STA = 300+29.07

EL = 262.07

+1.25%

261.71

STA = 300+31.07

EL = 261.91

-8.33%

STA = 300+36.07

EL = 262.41

+10.00

%

STA = 300+41.07

EL = 262.51

+2.00%

L = 10.00

STA = 300+51.07

EL = 262.41

-1.00%-9.00%

L = 10.00

STA = 300+61.07

EL = 261.51

L = 10.00

STA = 301+51.33

EL = 252.48

-10.00%

-0.50%

L = 55.00

252.2

9

261.71

262.0

2

262.3

6

260.11

257.6

1

255.11

253.2

1

252.3

8

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410304a(2).dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


PROPOSED GRADE

PRIVATE ENTRANCE #1

EXISTING GRADE

PROPOSED GRADE

4A(2)

4A(2)

2. 5' Conc. C&G

2. 5' C

onc.

C&

G

Conc. Sid

ewalk

Conc. Sid

ewalk

Asphalt Sidewalk

HR

HR

In Pl. C

onc.

DI

In Pl. C

onc.

DI

In Pl. 15" C

onc. Pip

e

4' Barbed Wire Fence

Marble Sig

n

IPF

6" Pear

6" Pear

36"

Oak

3"

Maple

3"

Oak

Woods

Woods

Metal Sig

n

Asphalt R/W VariesRte. 657 Walney Rd.

Asphalt S

W

Top=

293.7

9'

Inv. In

= 289.4

4'

Inv.

Out= 2

88.9

4'

Top=

296.4

1'

Inv.

Out= 2

92.3

4'

Asphalt

60' R/

W

Rte. 8312

Maria

h Ct.

6" Pear

Woods

Woods

Fnd.

PK

Nail

IPF

IPF

(N67°12'0

6"W 110.9

7')

Existing R/

W(A

=42.87')

(R=2

5.00')

(N31°03'15"E 300.27')Existing R/W

PG1368

Per D

B7507

Drain. Esmt

Ex. Storm

Existin

g R/W

(R=622.25' A=333.72')

(S24°36'09"W 87.00')

PL

(S24°36'09"W 276.80')

Per DB9775 PG1541Ex. 10' VEPCO Esmt

Per DB9863 PG985

Ex. 5' Bell Atlantic Esmt

Per DB9775 PG1541 &

Ex. 5' VEPCO Esmt

Per DB7253 PG1836 Ex. FCWA Esmt

Per D

B9855 P

G523

Ex. 5'

Bell Atlantic Es

mt

Per D

B9735 P

G17

69

&Ex. 5'

VA Power Es

mt

Per DB10630 PG841 Ex. FCWA Esmt

Per DB6289 PG1764Ex. 15' C

&P Esmt.Per DB9735

PG1769 &Ex. 15' VA Power

Esmt

Per DB98

55 PG52

3

Ex. 10'

Bell Atl

antic E

smt

Per DB97

35 PG176

9 &

Ex. 10'

VA Powe

r Esmt

IPF

IPF

(N70°2

7'12"W 522.9

5')

(N24°13'54"E 79

.84')

PL

(N15°35'

17"E 39.07'

)

(R=855.50'

A=160.93')

Existing R/

W (A=3

7.72')

(R=2

5.00')

(S67°11'48"E 111.99')

Existing R/

W

Per D

B7507 P

G13

68

Ex. 10' San. Sewer Es

mt

S68°14'0

6"E

N76°4

8'0

6"W

+49.2

4

93.6

9'

2. 5' Conc. C&G

6"

Oak

8"

Oak

2. 5' Conc. C&G

Asphalt Parking

5-1

4-1

5-2A

5-2

6-4A

6-4

5-1A

5-1B

15"

21"21"

15"

21"

15"

21"

112

PC 112

+55.3

5

113

114

115 PT 115

+44.5

7

116

117

118

POT 400+00.00

POT 400+82.88

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410305.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

0

SCALE

25' 50'

MAT

CH

LIN

E

ST

A. 111+2

5 - S

EE

SH

EE

T 4

MA

TC

H

LIN

E

ST

A. 118

+25 - S

EE

SH

EE

T 6

5

5

004

007

006

008

Utility Owners

Walney Road - South

Fairfax County, VA

Water & Sewer:




Ned Langdon, GIS

703-324-5002




Michael Jenkins

[email protected]

Power:


Richmond, VA 23219

Andrew Brooks



804-771-3655

[email protected]

Telephone:

Verizon


Cable TV:

Cox Communications


Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.


Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business


800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom


Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected]

FiberLight, LLC


Chris Russell

703-650-8465

Level (3) Communications, LLCGas:

Washington Gas


703-750-1000




Frederick, MD 21703

Herndon, VA 20171

Fairfax, VA 22035

Fairfax, VA 22031

703-698-5600 Ext. 6358

701 E. Cary St.

434-942-8192



3

1

CONSTRUCTION B


L

1

C3

C3 PI = 114+00.87

T = 145.51'

L = 289.22'

R = 1,060.00'

112+55.35PC =

PT = 115+44.57

CONSTRUCTION B

MARIAH COURT (RTE 8312)

L

LEGEND







8' SHARED USE PATH

8' SHARED USE PATH

1

56

12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

ST'D CG-6 REQUIRED1

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7



ST'D GR-9 REQUIRED8






CONCRETE MEDIAN



SIDEWALK/CURB RAMP


PROPOSED R/W

PROPOSED R/W

2

2

R=35'

R=35'

8' SHARED USE PATH

4' CONCRETE SIDEWALK

3

14

14

14

18

13

CURB & GUTTER

TIE INTO EXISTING

MA

RIA

H

CO

UR

T (R

TE 8312)

SIDEWALK

TIE INTO EXISTING

SIDEWALK

TIE INTO EXISTING

EXISTING PATH

TIE INTO

EXISTING PATH

TIE INTO

L

L


= 87° 36' 10"

2

2

Sta. 400+00.00 MARIAH COURT B



5AWalney Road Profile

REFERENCES

1755 Old Meadow Rd

McLean, VA 22102

Chris Baker


11

11

11

540-222-6598




1816

17

17





T

EOI

F.O.

Wit. Post

S

11

#LG53

Comb. Pole

VP #LS53

Lig

ht

Pole

T

No #

Tel. P

ed.

VP #L

G53

Lig

ht

Pole

LP #L

G32

VP #L

G46

(QLC)

LP L

P

VP #L

H 83

VP #L

G 56

VP #L

G 43

VP #GS 7

VP #L

G 42

VP #L

G 43

GM

GM

Tele. Ped.

WV(5)

T

Fib

er Optic

Marker

Mixed

Hardwoo

ds

Mixed Ha

rdwoods

4' Wire F

ence

4' Wire Fence

Bit. Conc.

Walney R

oad - S.R

. 657

6" Pin

e

Bush

Bush (2)

Cedars

Br. Wall

Bit. Con

c. Walk

Asphalt Curb

30" C&G

Cedars

Br. Wall

Br. Wall

Sign

#207

2 Sty. Br.

30" C&G

013

012 28.08' Rt.+82.51 IP

4.29' Rt.+57.92 IP

Bush (3)

(S67°11'48"E 111.99')

(N15°35'

17"E 39.07')

(N24°13'54"E 79

.84')

(R=855.50)

(L=160.93')

(R=2

5.00)

(L=37.72')

(R=962.50)

(L=259.81')

PL

Exist. R/

W

Per D.B. 7507, P

G. 13

85

Exist. R/W Per

D.B. 11970, PG. 96

#14163

"Public S

torage"

1 Sty. Meta

l / Block

Building

Block Colu

mns6' Metal F

ence w/

D.B. 7

507, P

G. 13

68

Ex. 10' S

an. S

ew. E

smt.

D.B. 9

804, P

G. 3

95

&

Elec. C

o. E

smt.

Ex. Vir

ginia Power

D.B. 6289, PG. 1764Co. of Virginia Esm

t.Ex. 15' C & P Tele

.

D.B. 9846, P

G. 1495

Ex. Bell Atl

antic-Virgin

ia, Inc. Esmt

.

D.B. 9804, P

G. 395& Elec. Co.

Esmt.Ex. Vi

rginia Pow

er

(N15°35'

17"E 42.56'

)

(S70°2

7'12"E 548.9

1')

DARYA HOLDINGS LLCDB19396 PG268

72,636 SQ. FT

Tax# 0442 01 0026A

BROOKFIELD 3, LLCDB11442 PG433

4.5341 AC.

Tax# 044-1-03-0003

WALNEY ROAD SELF STORAGE, LLCDB10099 PG0616171,918 SQ. FT

Tax# 0442010025

BROOKSTONE LLCDB17173 PG830

4.7579 AC.

Tax# 441120107A

ZIA U. HASSANDB21896 PG1871

217,106 SQ. FT

Tax# 0441010011A

C

FC

CF

C F


115+16.98 115+99.74 116+82.51

Lr = 82.76' Lt = 82.76'

117+11.21

LENGTH = 28.70'NORMAL CROWN -2.00%

Lt = 82.76' Lr = 82.76'

117+93.97112+82.94112+00.18

Lr = 82.76'Lt = 82.76' 234.04'

STA = 114+46.88

EL = 296.67

+7.70%

+0.50%L = 320.00

K = 44

ex = -2.88'

SSD = 310'

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410305a.dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


5A

5A

112+00.00 113+00.00 114+00.00 115+00.00 116+00.00 117+00.00 118+00.00

268.8

3

272.0

0

275.0

0

277.8

0

280.0

4

282.2

0

284.0

0

285.7

9

287.6

5

289.4

8

291.52

293.5

8

294.8

9

295.9

2

296.2

9

296.6

2

296.8

5

297.0

3

297.2

0

297.3

9

297.5

7

297.7

6

297.9

6

298.18

298.4

1

298.6

8

298.9

5

299.16

299.3

4

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

300_

305_

310_

315_

320_

250_

255_

260_

265_

270_

275_

280_

285_

290_

295_

300_

305_

310_

315_

320_

EXISTING GRADE

PROPOSED GRADE


ELE

V: 294.6

8'

ST

A. 114

+69.9

7

MA

RIA

H

CO

UR

T

PROPOSED GRADE

272.8

7

274.4

1

276.0

4

277.7

7

279.6

0

281.51

283.4

4

285.3

4

287.12

288.7

6

290.2

6

291.62

292.8

4

293.9

2

294.8

5

295.6

5

296.3

1

296.8

2

297.2

0

297.4

3

297.5

6

297.6

9

297.8

1

297.9

4

298.0

6

298.19

298.3

2

298.4

7

298.6

3

2. 5' Con

c. C&G Asphalt S

idewalk

12"

Maple

12"

Maple

10"

Maple

10"

Maple

3" Oak

12"

Oak

15"

Oak

16" Pear

16" Pear

10"

Oak

10"

Oak

10"

Oak

10"

Oak

10" Pear

10" Pear

10" Pear

10" Pear

8"

Oak

Woods

Woods

Woods

Asph

alt R/W Vari

esRte. 657 Walney Rd.

2. 5' Conc. C&G

Conc. Sid

ewalk

Conc. Sid

ewalk

Asphalt Sidewalk

Asphalt Sidewalk

HR

HR

HR

HR

In Pl. C

onc.

DI

In Pl. 2

4" C

onc. Pip

e

In Pl. 2

4" C

onc. Pip

e

In Pl. S

SM

H

Bric

k Sig

n

16" Pear

16" Pear

10"

Oak

10" Pin

Oak

8" T

win

Oak

8"

Maple

Woods

Top=

301.91'

Inv. In

= 297.3

5'

Inv.

Out= 2

96.7

1'

Top=

301.22'

Inv. In "A"= 2

96.5

1'

Inv. In "B

"= 2

96.16'

Inv. O

ut= 2

96.14'

Top=

303.3

6'

Inv. In=

298.0

1'In

v. O

ut= 2

97.8

8'

In Pl. 24" Conc. Pipe

4" Tree

8" Tree

12" Pear

12" Pear

12" Pear

12" Pear

12" Pear

12" Pear

In Pl. C

onc.

DI

"A"

"B"

2. 5' Conc

. C&G

IPF

IPF

2. 5' Conc. C&G

IPF 2. 5' Conc. C&G

IPF

IPF

IPF IP

F

(N71°46'2

7"W 506.40')

(N37°25'

35"E 97.02'

)

PL(A

=11.9

1')

(R=6

70.00')

(R=658.00' A=297.90')

Existing R/

W

(R=938.00' A=179.43')

(R=569.00' A=112.78')

Existing R/W

Existing R/W

(R=1045.00' A=286.13')

Existing R/W

(R=667.25' A=50.01')

(N84°01'5

8"W 90.00')

(S65°18'2

0"E 225.88')

(R=667.2

5' A=30

7.84')

PL

Existing R/W

Per DB6289 PG1764 Ex. 1

5' C&P Esmt

Per DB9863 PG985Ex. 10'

Bell Atlantic

EsmtPer DB9775 PG1541 &Ex. 10'

VEPCO Esmt

Per

DB986

3 PG9

85

Ex. 5' B

ell Atla

ntic

Esmt

S84°00'15"E

N71°45'46"W

+00.01

11.04'

+15.7

5

10.3

7'

+12.4

6

2.0

8'

+84.19

62.2

7'

+00.6

8

107.3

2'

Asphalt E

nt.

8"

Maple

8"

Maple

2. 5' Conc. C&G

10" Elm

12" Elm

12" Elm

In Pl. M

etal

Grate



Top=

301.32'

Inv. In- 290.0

0'

Inv.

Out= 2

89.7

2'

2. 5' Conc. C&G

Asphalt Parking

2. 5' Conc. C

&G

Asphalt Pa

rking

6-1A

6-2

6-2A

6-2B

6-3A

6-3

6-4A

6-4

6-1

Ex. 6-1

Ex. 6-2

Ex. 6-3

15"

15"

15"

18"

15"

21"

15"

125' Ta

per

230' Turn La

ne

120' Taper

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410306.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

0

SCALE

25' 50'

MAT

CH

LIN

E ST

A. 118

+25 - S

EE S

HE

ET 5

MA

TC

H

LIN

E

ST

A. 125+2

5 -

SE

E

SH

EE

T 7

6

3

1

1

C4

LEGEND







ST'D CG-6 REQUIRED1

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7



ST'D GR-9 REQUIRED8






CONCRETE MEDIAN



SIDEWALK/CURB RAMP


PROPOSED R/W

2

R=60'

13

L

L


= 87° 08' 48"

3

3

008

009

010

Utility Owners

Walney Road - South

Fairfax County, VA

Water & Sewer:




Ned Langdon, GIS

703-324-5002




Michael Jenkins

[email protected]

Power:


Richmond, VA 23219

Andrew Brooks



804-771-3655

[email protected]

Telephone:

Verizon


Cable TV:

Cox Communications


Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.


Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business


800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom


Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected]

FiberLight, LLC


Chris Russell

703-650-8465


540-222-6598

Gas:

Washington Gas


703-750-1000




Frederick, MD 21703

Herndon, VA 20171

Fairfax, VA 22035

Fairfax, VA 22031

703-698-5600 Ext. 6358

701 E. Cary St.

434-942-8192


12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

12'

12'

5'

6'

12'

C5

C4 C5PI = 121+06.33

T = 257.19'

L = 488.35'

R = 630.00'

118+49.15PC =

PT = 123+37.50

PI = 126+89.06

T = 249.37'

L = 472.68'

R = 600.00'

124+39.69PC =

PT = 129+12.37

WALNEY ROAD (RTE 6

57)

PC 118

+49.15

119

120

121

122

123

PT 12

3+3

7.5

0

124

PC 12

4+3

9.6

9

125

POT 500+00.00

500

POT 500+91.86

CONSTRUCTION B


L

CONSTRUCTION B

ENTRANCE #2

L

Sta. 500+00.00 ENTRANCE #2 B

6

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

1

13

REFERENCES





1755 Old Meadow Rd

McLean, VA 22102

Chris Baker

11

11

11








EOIE

OI

EOI

EOI

Elec.

Box

Guy Pole

LP

LP

LP

LP

LP

LPElec. Ped.

VP #LG 52

VP #L

H 82

VP #

MH 58

VP #L

H 82

VP #

MH 49

VP #L

G 79

In Pl. S

MH

U/

G

Tele.

Box

Tele.

Box

Tele. Ped.

FO

M

T

Top=

303.7

4'

S

E

T

T

Guy

Wire

Sig

n Lig

ht

Sig

n Lig

ht

VP #L

H 95

VP #

MH 47

Guy

Wire

VP #

MH 67

VP #

MH 88

S

In Pl. S

an.

MH

Top=

301.20'

LP

In Pl. S

MH

FH

WV

WV(2)

S

Top=

301.00'

In Pl. S

MH

Inv.= 2

87.6

0'

Inv.= 2

88.3

0'

Inv.= 2

87.0

2'

S

Top=

297.3

8'

3

Guy

Wires

Tax# 0442 01 0003

VF II-WBC LLCDB16522 PG253

259,746 SQ. FT

4.5341 AC.

DB11442 PG433

Tax# 044-1-03-0003

BROOKFIELD 3, LLC

Tax# 0442 16 0001

MCCUE AND MCCUE,

LIMITED PARTNERSHIPDB6738 PG955

222,592 SQ. FT

DARYA HOLDINGS LLCDB19396 PG268

72,636 SQ. FT

Tax# 0442 01 0026A

FC

FC

C F

F C

429.09'


118+76.74

Lr = 82.76'

123+05.83 123+88.60 124+71.36

Lr = 82.76' Lr = 82.76'

LENGTH = 413.42'FULL SUPERELEVATION -2.00%

STA = 119+84.30

EL = 299.36

+0.50%

+1.30%

L = 500.00

K = 625

ex = 0.50'

STA = 123+62.02

EL = 304.27

+1.30%

L = 125.00

K = 66

ex = 0.30'

+3.20%

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410306a.dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


6A

6A

119+00.00 120+00.00 121+00.00 122+00.00 123+00.00 124+00.00 125+00.00

265_

270_

275_

280_

285_

290_

295_

300_

305_

310_

315_

320_

265_

270_

275_

280_

285_

290_

295_

300_

305_

310_

315_

320_

EXISTING GRADE

PROPOSED GRADE


ELE

V: 302.9

8'

ST

A. 122

+63.15

PE #2

299.3

4

299.5

1

299.6

8

299.8

9

300.12

300.4

4

300.7

2

300.9

6

301.22

301.45

301.57

301.85

302.14

302.5

6

303.0

3

303.4

6

303.8

4

304.16

304.4

4

304.6

7

304.9

9

305.17

305.4

8

305.9

1

306.3

5

307.0

1

307.7

4

308.4

4

309.0

1

PROPOSED GRADE

298.6

3

298.7

9

298.9

7

299.16

299.3

5

299.5

6

299.7

7

300.0

0

300.2

4

300.4

8

300.7

4

301.01

301.28

301.57

301.86

302.17

302.4

9

302.8

1

303.14

303.4

6

303.8

4

304.3

0

304.8

7

305.5

3

306.2

8

307.0

7

307.8

3

308.5

7

309.2

7

10"

Maple

10" Pin

e

10" Pin

e

10"

Maple

10"

Maple

12" Pine

12" Pine

20" Cherry

15" Cherry

15" Cherry

Asphalt Sidewalk

In Pl. C

onc.

DI

Win

g

Walls

Conc.

Head

wall

In Pl. 2

4" C

onc. Pip

e

In Pl. 24

" Conc.

Pipe

In Pl. S

SM

H

12"

Oak

12"

Oak

Woods

2. 5' Conc. C&G

2' C

onc.

C&

GConc. Sid

ewalk

HR

Metal Sig

n

Landscape Area

12"

Maple

4" Cherry

Conc. Sid

ewalk

HR

HR

12"

Oak

12"

Maple

2. 5' C

onc.

C&

G

Conc. Sid

ewalk

Conc. Si

dewalk

Conc. Sid

ewalk

HR

HR

In Pl. C

onc.

DI

8"

Maple

24" Pin

e

16"

Oak

10"

Oak

Top=

316.3

1'

Inv. In

= 310.7

3'

Inv.

Out= 3

10.7

1'


Top=

317.2

2'

Inv. In

= 311.4

7'

Inv.

Out= 3

11.4

0'

2. 5' C

onc.

C&

G

Top= 319.19'

Inv.

Out= 3

15.19'

Conc. Sid

ewalk

2' C

onc.

C&

G

IPF

IPF

IPF

2. 5' Conc. C&G

Conc. Sidew

alk

2. 5' C

onc. C

&G

2- 12

" Maples

IPF

IPF

IPF

IPF-B

ent

IPF

IPF

(R=569.00' A=112.78')

(N48°14'04"E 109.96')

(S18°2

9'51"W 2

48.46') PL

(A=5.4

3')(R=557.0

0')

(N19°12'49

"E 160.00')

(S74°3

9'5

3"E 345.05')

(N74°3

9'5

3"W 345.05')

(31.9

0')

(N19°12'49"

E) (N62°18'49"E 84.08')

(N18°5

9'47"E 11

5.73')

(S59°19'4

6"E 14

9.8

3')

Existing R/W

Existing R/

W

(A=18.5

7')(R=25.00')

Z

(N59°19'4

6"W 14

9.8

3')

Existing R/

W(A

=37.54')

(R=2

5.00')

A=113.8

5')

(R=845.0

0'

Existing R/W

(N18°5

9'47"E 11

4.27')

PL

(R=6

14.9

4'

A=5

4.6

4')

(A=4

4.28')

(R=2

5.00')

(S34°34'25"W 102.6

7')

Existing R/W

(R=395.00' A=251.36')

Per D

B6385 P

G47

Ex. Sig

n Es

mt

& DB 5352 PG348

Per DB4115 PG52Ex. 15' FCWA Esmt

Existing R/

W

(R=6

74.94'

A=6

1.64')

(A=3

8.10')

(R=2

5.00')

(R=743.0

0' A=99.35')

(S18°14'58

"W 96.

23')

Existi

ng R/

W

(S82°2

3'0

1"E 500.71')

PL

Esmt Per D

B5883 P

G19

01

Ex. 15' Storm

Drain.

Esmt P

er DB58

83 PG19

01

Ex. 1

0' Storm Dra

in.

S82°2

0'5

7"E

Existing R/

W

+93.4

689.4

1'

+79.4

2

100.3

5'

+85.0

1

101.44'

Chis. "X

"

PI 110+2

2.9

4

PI 112+7

4.14

N 36° 57' 46" E

N 22° 1

2' 02" E

110

111

112

113

114

115

116

117

Rte. 65

7 Surv

ey BL

+77.9

1

9.4

3'

+04.2

0

91.06'

+82.9

6

12.6

3'

+59.0

6

28.0

8'

+50.0

4

120.5

9'

+97.9

0

84.2

4'

2- 8"

Maples

+99.5

2

29.78'

EOI

7-1

7-2

15"

24"

325' Turn Lane

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410307.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

MAT

CH

LIN

E

ST

A. 125+2

5 - S

EE

SH

EE

T 6

0

SCALE

25' 50'

7

7

126

127

128

129

PT 12

9+12.3

7

130

131

132

133

POT 13

3+18.9

8

010

011

012

009

LEGENDST'D CG-6 REQUIRED1

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7



ST'D GR-9 REQUIRED8






CONCRETE MEDIAN



SIDEWALK/CURB RAMP


Utility Owners

Walney Road - South

Fairfax County, VA

Water & Sewer:




Ned Langdon, GIS

703-324-5002




Michael Jenkins

[email protected]

Power:


Richmond, VA 23219

Andrew Brooks



804-771-3655

[email protected]

Telephone:

Verizon


Cable TV:

Cox Communications


Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.


Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business


800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom


Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected]

FiberLight, LLC


Chris Russell

703-650-8465


540-222-6598

Gas:

Washington Gas


703-750-1000




Frederick, MD 21703

Herndon, VA 20171

Fairfax, VA 22035

Fairfax, VA 22031

703-698-5600 Ext. 6358

701 E. Cary St.

434-942-8192



C5 PI = 126+89.06

T = 249.37'

L = 472.68'

R = 600.00'

124+39.69PC =

PT = 129+12.37

C5

WIL

LA

RD

RO

AD

12'

12'

5'

12'

12'

5'

12'



PavementProposed Demolition of




6

3

3

WIL

LA

RD

RO

AD

13

2

14

13

1

1

REFERENCES




1755 Old Meadow Rd

McLean, VA 22102

Chris Baker


11




18

17

17





STATE PROJECT 0657-029-920, M-501

TO BE CONSTRUCTED BY OTHERS UNDER

PROPOSED CG-12 AND SIGNAL IMPROVEMENTS

STATE PROJECT 0657-029-920, M-501



STATE PROJECT 0657-029-920, M-501



0657-029-920, M-501

EASE. UNDER STATE PROJECT

PROP. PERM. SIGNALIZATION

0657-029-920, M-501



0657-029-920, M-501



0657-029-920, M-501



R=47'

8' SHARED USE PATH

PROPOSED R/W

PROPOSED R/W

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

SIDEWALK

TIE INTO EXISTING

STA. 128+98.78

END PROJECT 0657-029-099, PE-101

STA. 128+59.85

0657-029-099, RW-201, C-501

END CONSTRUCTION

SAW CUT

FULL DEPTH

MC

CONSTRUCTION B


L

SIDEWALK

TIE INTO EXISTING

SIDEWALK

TIE INTO EXISTING

EOI

EOI

EOI

LOOP

LO

OP

LOOP

EOI

EOI

EOI

EOI

UP

No#

G1

GV

LP

LP

VP #NI 14

In Pl. T

ele.

MH

Tele. Ped.

WV

T

Guy Pole

LP #NI 02

VP #NI 52

VP #

MH 90

VP #NI 22

U/

G Elec.

Box

Guy

Wire

LP #NI 16

Tele.

Box

U/

G Tele.

Box

In Pl. T

ele.

MH

WM

Guy

Wire

LP #NI 32

U/

G Tele.

Box

In Pl. T

ele.

MH

Tele. Ped.

U/

G T

C

Box

TCLP

WV(3)

Guy

Wire LP

LP

LP #NI 44

VP #NI 47

GM

GV

GV

U/

G F

O

Box

U/

G Tele.

Box

U/

G F

O

Box

U/

G F

O

Box

Tele. Ped.

Tele. Ped.

TC

Box

TC

LP

2

Guy

Wires

3

Guy

Wires

3

TC

HH's

2

U/

G

Tele.

Boxes

T

T

TC

TC

TC

T

T

2

U/

G Tele.

Boxes

2

Tele. Ped.'s

T

T

T

LP

IPF

IPF

(N82°2

3'0

1"W 601.94')

(S26°34'2

4"W 100.8

3')

(26.06')

(S18°1

4'58"W

)

S82°2

2'3

3E

IPF

DB19710 PG2109

MASSIS INVESTMENTS LLC

124,438 SQ. FT

Tax# 0442 01 0002C

Tax# 0442 08 0035

NAYLDIA LLC

EPC VA 120 LLCDB19915 PG1858

1.10878 AC.

1.21252 AC.

ROAD LLCDB9610 PG1459

Tax# 0442 08 0001

SULLY PARK AT WILLARD

DB9610 PG1459

ROAD LLC

1.13965 AC.

Tax# 0442 08 0002

SULLY PARK AT WILLARD

MCCUE AND MCCUE,

LIMITED PARTNERSHIPDB6738 PG955

222,592 SQ. FT

Tax# 0442 16 0001

Tax# 0442 01 0022

CHANTILLY WEST LP

CARE C & S PROPERTIESDB8931 PG1531

1.9692 AC.

EVE LLCDB9320 PG784

268,303 SQ. FT

Tax# 0442 01 0020

Tax# 0442 01 0003

259,746 SQ. FT

DB16522 PG253

VF II-WBC LLC

FC

CF

C F

FC

FC

1J

J

J

J J

J

J

J


413.42'

128+84.78 129+67.54 130+50.31

Lr = 82.76' Lt = 82.76'

STA = 125+28.27

EL = 309.59

+2.30%

L = 200.00

K = 222

ex = -0.23'

SSD = 1299'

Station 128+29.85

End Construction 0657-029-099, C-501

Station 128+98.78

End Project 0657-029-099, PE-101

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410307a.dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


7A

7A

EXISTING GRADE

126+00.00 127+00.00 128+00.00 129+00.00 130+00.00

309.0

1

309.5

4

310.15

310.7

7

311.3

7

311.9

8

312.5

9

313.2

6

313.9

5

314.6

2

315.2

9

315.9

1

316.5

0

317.0

9

317.6

7

318.10

318.4

6

318.8

8

318.9

4

318.8

1

280_

285_

290_

295_

300_

305_

310_

315_

320_

275_

280_

285_

290_

295_

300_

305_

310_

315_

320_

PROPOSED GRADE


ELE

V: 317.2

1'

ST

A. 128+5

9.8

5

ELE

V: 318'

ST

A. 128+9

4.0

0

PROPOSED GRADE

309.2

7

309.9

5

310.6

0

311.2

2

311.8

1

312.3

9

312.9

6

313.5

4

314.11

314.6

9

315.2

6

315.8

4

316.4

1

316.9

9

317.5

6

HR

2. 5' Conc. C&G

Conc. Sidewalk

Asphalt Sidewalk

Conc. Sid

ewalk

HR

HR

In Pl. C

onc.

DI

In Pl. C

onc.

DI


In Pl. 2

4" C

onc. Pip

e

8' Wooden Fence

Landscape Area

Bric

k Sig

n

In Pl. C

onc.

DI

In Pl. C

onc.

DI

In Pl. C

onc.

DI

In Pl. C

onc.

DI

In Pl. 12" M

etal Pip

e

In Pl. 15" Conc. PipeIn Pl. 34" x 22" Conc. Pipe


In Pl. 3

0" C

onc. Pip

e


In Pl. S

SM

H

4' Wooden Fence

6" Oak

2. 5' Conc. C&G

Conc. Sidewalk

Asphalt Sidewalk

Top=

312.11'

Inv. In=

307.18'

Inv. O

ut= 3

06.9

9'

1.5'(h) Stone Retaining Wall

Conc. Pip

e

In Pl. 2

1"

Top=

311.2

7'

Inv. In "A"= 3

05.8

7'

Inv. In "B

"= 3

05.4

7'

Inv. O

ut= 3

05.13'

"A"

"B"

HR

2. 5' Conc. C&G

Top=

311.7

7'

Inv. O

ut= 3

08.0

3'

Top=

311.5

4'

Inv. In "A"= 3

05.7

5'

In.v In "B

"= 3

04.5

4'

Inv. O

ut= 3

04.3

9'

"A"

"B"

Inv. In=

309.19'

Conc. Pip

e

In Pl. 3

6"

"C"

"B"

"A"

Top=

311.0

8'

Inv. In "A"= 3

05.0

2'

Inv. In "B

"= 3

03.5

8'

Inv. O

ut= 3

03.5

6'

Inv. In "C"= 3

03.6

8'

2. 5' Conc. C&G

Top=

311.4

7'

Inv. In "A"= 3

05.18'

Inv. In "B

"= 3

04.8

5'

Inv. O

ut= 3

04.6

5'

"A""B

"

Asphalt

50'

R/

W

Rte. 745

Dallas St.

Asphalt E

nt.

Asphalt

R/W Varies

Rte. 657 Walney Rd.

Asphalt

R/W Varies

Rte. 657 Walney Rd.

Conc.

Conc. Pipe

In Pl. 15"

Inv. O

ut= 3

08.0

9'

"A"

"B"

Inv. In "A"= 3

06.0

4'

Inv. In "B

"= 3

05.4

0'

Inv. O

ut= 3

05.3

3'

In Pl. 2

4" C

onc. P.

In Pl. C

onc.

DI

Inv. In "A"= 3

06.7

2'

Inv. In "B

"= 3

07.16'

Inv. O

ut= 3

06.7

0'

HR

Inv. In "B

"= 3

08.6

7'

Inv. O

ut= 3

08.6

3'


Conc. P.

In Pl. 15"

Br. SW

Conc. S

W

A

B

C

D

E

F

2. 5' C

onc.

C&

G

2. 5' C

onc.

C&

G

2. 5' C

onc.

C&

G

Br. W

all

1'w x 2'h

Inv. In "B

"= 3

08.0

2'

Inv. In "A"= 3

08.13'

Br. SW

Inv. O

ut= 3

09.19'

In Pl. 2

4" C

onc. Pip

e

In Pl. 2

1"

Conc. P.

"A"

"B"

"A"

"B"

Asphalt Dr.

IPF

IPF

IPF

IPF

IPF

IPF

IPF

IPF

6"

Cherry

8"

Crepe

Myrtle

20'

Cedar

36" T

win

Oak

24" T

win

Maple

Woods

Woods

IPF

Scattered Trees & Bushes

Dwellin

g #14

040

2 -

Sty. Fr.

&

Br.

(N19°33'00"E 93.12')

(S62°4

9'4

2"E 17

9.7

4')

(S19°33'00"W 115.00')

(N62°4

9'4

2"W 15

7.8

6')

(A=3

5.94')

(R=2

5.00')

DB16305 PG918

Ex. Trail Esmt. Per

(S57°3

0'E 699.7

7')

PL

PL (N19°33'00"E 115.00')

(N62°4

9'4

2"W 17

8.6

3')

(N19°33'00"E 328.92')

Per DB11359 PG 887Ex. Sidewalk Esmt.

Per DB11359 PG887Ex. Storm Drain. Esmt.N

68°33'08"E

29.53

(N19°33'00"E 191.43') Existing R/W

(S27°10'15"W 218.05')

(42.09')(53.70')

(122.26')

(A=42.60')

(R=2

5.00')

(S62°4

9'4

2"E)

(59.0

9')

(87.5

3')

(53.7

4')

(S27°10'18"W)(28.70')

(26.16')

(N27°10'18"E)

(28.70')

(26.16')

(S62°4

9'4

2"E)

(84.0

9')

(78.4

9')

(S62°4

9'4

2"E)

(N62°4

9'4

2"W)

(N62°4

9'4

2"W)

(78.7

3')

(73.7

9')

(S27°10'18"W)

(42.09')(53.70')

(A=44.83')

(A=18.05')

(A=26.77')

(A=8.5

9')

(A=8.5

8')

(A=8.4

8')

(R=14.9

9')

(A=8.48')

(R=14.99')

(S27°10'18"W)

(91.74')

(N62°4

9'4

2"W 10

2.8

5')

(N68°33'08"E)

(91.13')

(7.45')

(N27°10'18

"E)

(6.56')

(S62°49'42"E)

(0.61')

Per DB11317 PG36

Ex. Storm Drain Esmt.

Per DB11317 PG36

Ex. Sidewalk Esmt.

DB11582 PG615

Sewer Esmt Per

Ex. San.

Per DB11317 PG36

Ex. San. Sewer Esmt.

Per DB11317 PG36

Ex. FCWA Esmt.

(A=106.8

3')

(R=2

5.0

0')

DB11317 PG36

Esmt. Per

Ex. Storm Dr.

(S63°2

3'2

3"E 267.9

0')

(S19°36'37"W 496.71') Existing R/W

Per DB4121 PG85

Ex. 15' FCWA Esmt.

Z

(N63°2

3'2

3"W 418.7

5')

(S19°36'37"W 381.56')

Existing R/W

Per DB4121 PG85Ex. 15' FCWA Esmt.

Per DB5703 PG841Ex. 20' Storm Drain. Esmt.

S64°0

3'3

4"E

S18°57'23"W

N63°2

5'19"W

N26°35'45"E

N63°2

5'3

6"W

+05.13

185.6

4'

+64.0

7

271.74'

+00.2

8

96.3

3'

+34.9

5

112.4

9'

+27.16

171.10'

+15.4

6

257.8

3'

+89.7

9

81.04'

+07.8

1

63.7

1'

+05.0

5

66.5

7'

(Private Rd.)

Asphalt

Sulser Pl.

In Pl. C

onc.

DI

"A"

"B"

Inv. In "A"= 3

07.8

1'

Inv. In "B

"= 3

07.2

6'

Inv. O

ut= 3

07.0

9'

Top=

311.5

8'

8-1

Ex. 8-1

Ex. 8-2Ex. 8-3

Ex. 8-4

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


12/4/2013

d10410308.dgn


12/4/2013

PROJECT SHEET NO.










RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099

REFERENCES



8A

0

SCALE

25' 50'

8

8

Utility Owners

Walney Road - North

Fairfax County, VA

Water & Sewer:




Fairfax, VA. 22035

703-324-5002




Michael Jenkins

[email protected]

Power:


Richmond, VA 23219

Andrew Brooks



804-771-3655

[email protected]

Telephone:

Verizon


Cable TV:

Cox Communications


Bill Henry

703-480-7823

[email protected]

Fiber Optic:

AT&T Corp.


Gary Wigfield

301-874-1180

[email protected]

MCI

Verizon Business


800-624-9675

972-729-6240 Fax

[email protected]

TW Telecom


Reston, VA 22191

Judy Heward-Pascale

248-390-8240

[email protected]

Chris Russell

703-650-8465


540-222-6598

Gas:

Washington Gas


703-750-1000




FiberLight, LLC



Frederick, MD 21703

Herndon, VA 20171

434-942-8192

701 E. Cary St.

Fairfax, VA 22031

703-698-5600 Ext. 6358

Ned Langdon, GIS

LEGEND

ST'D CG-6 REQUIRED1

ST'D MS-1 REQUIRED4

ST'D GR-2 REQUIRED7



ST'D GR-9 REQUIRED8






CONCRETE MEDIAN



SIDEWALK/CURB RAMP





PavementProposed Demolition of




6

2

1

14

CONSTRUCTION B


L

CONSTRUCTION B

DALLAS STREET (RTE 745)

L

(RT

E 657)

DA

LL

AS

ST

RE

ET

PO

T 200+0

0.0

0

200

201

202

203

204

PO

T 204+0

4.19

POT 600+00.00

600

POT 600+85.36

R=30'

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

SIDEWALK

TIE INTO EXISTING

8' SHARED USE PATH

SAW CUT

FULL DEPTH

SAW CUT

FULL DEPTH

STA. 200+96.05

BEGIN CONSTRUCTION

STA. 203+38.18

END CONSTRUCTION

0657-029-099, PE-101, C-501

END PROJECT

L

L


= 97° 35' 31"

4

4

Sta. 600+00.00 DALLAS STREET B


1755 Old Meadow Rd

McLean, VA 22102

Chris Baker

11

Walney Road Profile


16







13

Tele. P

ed

U/

G

Cable Box

Tele. P

ed

FH

T

TV

V

V

TE

OI

EOI

VP #O

K 03

VP #O

K 04

GM

U/

G

Tele.

Box

U/

G

Tele.

Box

Tele. Ped.

T

WV(3)

Tele. Box

In Pl. T

ele.

MH ?

In Pl. T

ele.

MH

Tele. Ped.

FH

WM

2

Guy

Wires

U/

G

Cable Box

T

S

S

3

Guy

Wires

T

Top=

311.0

7'

Cable Box

T

2

U/

G

Tele.

Boxes

T

LP L

P

ROCKLAND VILLAGE HOMEOWNERS

ASSOCIATION INC.DB11582 PG615

5198 SQ. FT

Tax# 0344 20 A

SHIRLEY P. REIDDB15549 PG1771

4382 SQ. FT

Tax# 0344 20 0001

DB20815 PG611

TSEHAY S. ROBI

4094 SQ. FT

Tax# 0344 20 0008

DB11582 PG615

ROCKLAND VILLAGE HOMEOWNERS

ASSOCIATION INC.

3000 SQ. FT

Tax# 0344 20 F

A

B

C

D

DB17403 PG115

6145 SQ. FT

3500 SQ. FT

Tax# 0344 20 0002A

DB12809 PG764

5802 SQ. FT

Tax# 0344 20 0004A

E

F

G

AHAMED S. & FAZEERA P. ISMAILDB12761 PG25

BAO TRUNG DANG

Tax# 0344 20 0003A

CESAR R. TORRES & HOPE E. MORAN

DB11359 PG887

WESTGATE APARTMENTS LP

770,781 SQ. FT

Tax# 0344 06 0075

DB9347 PG660

SULLY PARK ASSOCIATES LLC

193,685 SQ. FT

Tax# 0344 11 B1

SULLY PARK ASSOCIATES LCCDB9347 PG660

143,473 SQ. FT

Tax# 0344 11 B4

Tax# 0344 06 0030

20388 SQ. FT

DB16305 PG918DB16305 PG918

DB8565 PG968

RAJA R. & URMIL KHANNA

A

F

E

B

G

C

D

C F

FC CF

F C

255_

260_

265_

270_

275_

280_

285_

290_

295_

300_

305_

310_

315_

RW-201, C-501, B-641

0657-029-099, PE-101657

0657-029-099






12/4/2013

d10410308a.dgn


12/4/2013

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

ROADWAY ENGINEER

Fairfax, Virginia


EXISTING GRADE

200+00.00 201+00.00 202+00.00 203+00.00 204+00.00

311.8

1

311.6

9

311.7

1

311.7

2

311.7

7

311.8

5

311.9

4

311.9

8

311.9

8

311.9

8

311.9

9

312.0

1

312.0

8

312.0

7

312.16

312.3

0

312.5

2

EL. = 3

12.10'

ST

A. 2

03

+38.18

ELE

V: 311.7

5'

ST

A. 2

00+9

6.0

5

PROPOSED GRADE


8A

8A

STA. 200+96.05

BEGIN CONSTRUCTION

STA. 203+38.18

0657-029-099, PE-101, C-501

END PROJECT

4.2.2 Conceptual R

oadway Plans

4.2.3 Conceptual B


JORLUS

Text Box

JORLUS

Text Box

MANAGER

DISTRICT CONSTRUCTION

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

Scale: ‘" = 1'-0" unless otherwise noted.

1

104103

657 0657-029-099, B641

X080-S7

000000000029031

NFO

BR-5401(795)

ance with Sec. 411.

The existing structure is designated a Type B structure in accord-

Bridge No. of existing bridge is 6066.

be driven to refusal.

H-Piles 12x53 have a design capacity of 70 tons per pile and shall

steel strands conforming to ASTM A416 Grade 270.

Prestressing strands shall be uncoated, seven-wire, low-relaxation

substituted for Class II.

for Class I. Corrosion Resistant Reinforcing Steel, Class III, may be

Resistant Reinforcing Steel, Class II or Class III may be substituted

plan sheets and in the reinforcing steel schedule. Corrosion

Classes of CRR steels required on this project are noted on the

and 60 ksi for stainless clad steel or solid stainless steel. The

The minimum yield strength shall be: 100 ksi for low carbon/chromium

more of the three Classes listed in the special provision.

Corrosion resistant reinforcing (CRR) steels shall conform to one or

noted and are subject to fabrication and construction tolerances.

detailed drawings are to centers of bars except where otherwise

noted in the special provisions. All reinforcing bar dimensions on the

resistant reinforcing) which shall conform to applicable specifications

Grade 60 except for reinforcing steels noted as CRR (corrosion

All reinforcing steel shall be deformed and shall conform to ASTM A615,

Low permeability concrete shall be used in this project.

equal to 5600 psi.

minimum compressive cylinder strength at time of release of strands

compressive cylinder strength at 28 days equal to 7000 psi and a

Prestressed concrete in beams shall be Class A5 having a minimum

substructure, Class A3.

terminal walls, and integral backwall in superstructure, Class A4; in

Concrete in superstructure shall be Class A4; in sidewalks, rails,

for the future wearing surface.

and construction methods. Design loading includes 15 psf allowance

Design loading includes 10 psf allowance for construction tolerances

Specifications and Special Provisions included in the contract document.

These plans are incomplete unless accompanied by the Supplemental

Bridge Standards, 2008.

Standards: Virginia Department of Transportation Road and

2012 and VDOT Modifications.

Design: AASHTO LRFD Bridge Design Specifications, 6th Edition,

Bridge Specifications, 2007.

Construction: Virginia Department of Transportation Road and

Specifications:

Drainage area: 5.60 sq. mi.

Capacity: HL-93 loading.

Span layout: 73'-2‚" prestressed concrete box beam span

Width: 78'-0" face-to-face of rails.

REVISIONS

For Table of Revisions,

see Sheet 2.

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

No. Description Date

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

and Scour Code:

FHWA Construction

UPC No.

DESIGN EXCEPTION(S):

VA.

STATE

Federal Oversight Code:

NBIS Number:

Approved:

c

Recommended for Approval:

State Structure and Bridge Engineer

_ _ _ _ _ _ _ _ _ _Date:

Chief Engineer

PROPOSED BRIDGE REPLACEMENT ON

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date

2013, Commonwealth of Virginia

FOR CONSTRUCTION

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

STRUCTURAL ENGINEER

RICHMOND, VA

WHITMAN REQUARDT & ASSOCIATES

Sheet 1 of 3

PROJ. 0657-029-099, B641

FAIRFAX CO. - 1.0 MI. S. OF RTE. 50

RTE. 657 (WALNEY ROAD) OVER FLATLICK BRANCH

287-32

PLAN

73'-2‚"

Sta. 105+75.26

End of slab

Beginning of bridge

Sta. 106+48.46

End of slab

End of bridge

ABUTMENT A ABUTMENT B

Span aExp. Exp.

Finished gradeFinished grade

DEVELOPED SECTION ALONG RTE. 657 CONSTR. BL

Constr. B

profile on Rte. 657

Existing ground

L

Constr. B

Rte. 657

L

CutCut

Fill

Fill

1

1•

1

1•

Normal to the abutment

Approach slab

Approach slab

Sleeper pad

Sleeper pad

-0.50%

Sta. 105+75.26

Abutment A

End of slab

Sta. 106+48.46

Abutment B

End of slab

Elev. 262.32

Elev. 261.95

31'-

0"

31'-

0"

78'-

0"

10"

10"

PT Sta. 106+02.84PC Sta. 106+89.32

R=593.0'

R=593.0'

Face of sidewalk curb

Face of sidewalk curb

Face of rail

Face of rail

Edge of stream

Edge of stream

Edge of stream

Edge of stream

BR

AN

CH

FLATLIC

K

Existing structure

To Rte. 50

To Rte. 28

Elev. 247.50

high water

Ordinary

25 -49'-39.3"

28 -29'-28.7"

Elev. 257.88

storm

100 year

Radial

typ.

15'-0"

Rte. 657 Constr. B

Measured along

LSpan a

73'-2‚"

F.O.

F.O.

F.O.

Scour countermeasures

countermeasures

Scour

2

2

WR&A

WR&A

WR&AScale: ‰" = 1'-0" unless otherwise noted.

ABUTMENT

utility owner.

prebored holes and/or other approved measures coordinated with the

Piles adjacent to existing fiber optic duct to be installed through

Note:

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............2013, Commonwealth of Virginiac


STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA


FOR CONSTRUCTION


PRELIMINARY PLANS

657 0657-029-099, B641

Dec. 2013 287-32 of 3

PLAN

ELEVATION

48'-9„"

95'-5‚"

seat

Edge of

B

B

A

12"

A

4'-

0"

12"

46'-8‚"

End of slab

3'-4"88'-8…"3'-3†"

HP12x53

6"

3'-

0"

1'-

3"

1'-

9"

LB

15'-

0"

Abut

ment

B

17'-

0"

Abut

ment

A

15'-

0"

Abut

ment

B

15'-

0"

Abut

ment

A

(Abutment B shown, Abutment A similar.)

(Abutment B shown, Abutment A similar.)

typ.

1'-9"

of bearings

center

Line through 64 -10'-20.7"

Rte. 657 Constr.

2'-7"

2'-3"

2'-

3"

12"

4'-

6"

Abut

me

nt

B

4'-

0"

Abut

me

nt

A

HP12x53CL HP12x53CL

VIEW B-B

Scale: •" = 1'-0"

Typical Wingwall

of wingwall

treatment on exposed portions

Aesthetic concrete formliner

abutment seat

Back of

min.

10"

EPS material

filter fabric

Geotextile

Extend to top of seat.

6" pipe underdrain

wall drain

Geocomposite

SECTION A-A

Scale: •" = 1'-0"

1'-

3"

Approach slab

1'-9"of bearings

centers

Line through

7"

4'-

6"

Abut

me

nt

B

4'-

0"

Abut

me

nt

A

HP12x53CL

12"

4'-0"

Scale: …" = 1'-0" unless otherwise noted.

TRANSVERSE SECTION

WR&A

WR&A

WR&A

1"

DRIP DETAIL

1•"

ƒ"

ƒ"

3

3

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............2013, Commonwealth of Virginiac


STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA


FOR CONSTRUCTION


PRELIMINARY PLANS

657 0657-029-099, B641

Dec. 2013 287-32 of 3

78'-0"

Shy

2'-0"

Bike Lane

5'-0"

Lane

12'-0"

Lane

12'-0"

Lane

12'-0"

Lane

12'-0"

Bike Lane

5'-0"

Shy

2'-0"

TRANSVERSE SECTION

Parapet

10" BR27C

Parapet

10" BR27C

79'-8"

Shared Use Path

8'-0" min.

Sidewalk

6'-0" min.

L

1% slope

1% slopeSlope varies

Point of finished grade

8"

8"

1'-10" 1'-10"

12‚

" avg.

7•

" min.

19 - 4'-0" x 27" Prestressed Concrete Box Beams = 76'-0"

Rte. 657 Constr. B

Face of rail Face of railsidewalk curb

Face of

sidewalk curb

Face of

Varies Varies

4.2.2 Conceptual R

oadway Plans

4.2.3 Conceptual B


JORLUS

Text Box

JORLUS

Text Box



Walney Road Bridge Replacement and Road Widening DBWalney Road Bridge Replacement and Road Widening DB 463 0 18-Feb-14 11-Dec-15

Entire ProjectEntire Project 463 0 18-Feb-14 11-Dec-15

MilestonesMilestones 463 0 18-Feb-14 11-Dec-15

G00001 Notice To Proceed 0 3 18-Feb-14* 7 Day Review/Cure

G00010 Construction Start 0 34 26-Dec-14 7 Day Review/Cure

G00020 Begin Walney Road Closure 0 165 01-May-15 7 Day Review/Cure

G00030 End Walney Road Closure 0 45 28-Aug-15 7 Day Review/Cure

G00040 Project Substantial Completion 0 0 12-Oct-15 7 Day Review/Cure

G00050 Project Final Completion 0 0 11-Dec-15 7 Day Review/Cure

Preconstruction ActivitiesPreconstruction Activities 115 348 18-Feb-14 30-Jul-14

G01010 Mobilization Payment 1 30 403 18-Feb-14 31-Mar-14 *Standard 5 Day Workweek

G01020 Scope Validation Period 120 176 18-Feb-14 17-Jun-14 7 Day Review/Cure

G01030 Mobilization Payment 2 30 403 01-Apr-14 12-May-14 *Standard 5 Day Workweek

G01040 Scope Validataion Negotiations 30 122 18-Jun-14 30-Jul-14 *Standard 5 Day Workweek

G01050 Scope Validation Agreement Reached 0 122 30-Jul-14 *Standard 5 Day Workweek

Project SupportProject Support 463 0 18-Feb-14 11-Dec-15

G02010 General Conditions: Survey through Substantial Completion 602 0 18-Feb-14 12-Oct-15 7 Day Review/Cure

G02020 General Conditions: Project Management through Final Completion 463 0 18-Feb-14 11-Dec-15 *Standard 5 Day Workweek

G02030 General Conditions: QA/QC through Final Completion 463 0 18-Feb-14 11-Dec-15 *Standard 5 Day Workweek

G02040 Set Up Project Offices 20 217 18-Feb-14 17-Mar-14 *Standard 5 Day Workweek

G02050 Mobilization 10 20 02-Jan-15 15-Jan-15 *Standard 5 Day Workweek

Project CloseoutProject Closeout 67 0 10-Sep-15 11-Dec-15

G05010 Punchlist/Cleanup for Substantial Completion 23 0 10-Sep-15 12-Oct-15 Standard 5 Day Workweek

G05020 Final Punchlist/Demobilization 60 0 12-Oct-15 11-Dec-15 7 Day Review/Cure

G05030 Closeout Documentation 60 0 12-Oct-15 11-Dec-15 7 Day Review/Cure

Preconstruction - DesignPreconstruction - Design 217 78 18-Feb-14 26-Dec-14

DesignDesign 217 78 18-Feb-14 26-Dec-14

General ConditionsGeneral Conditions 0 3 18-Feb-14 18-Feb-14

G03010 Design Start 0 3 18-Feb-14 7 Day Review/Cure

SurveySurvey 51 10 18-Feb-14 29-Apr-14

G03020 Send Survey Notification Letters 10 10 18-Feb-14 03-Mar-14 *Standard 5 Day Workweek

G03030 Recover Survey Control 3 10 04-Mar-14 06-Mar-14 *Standard 5 Day Workweek

G03040 Supplemental Field Survey 3 10 07-Mar-14 11-Mar-14 *Standard 5 Day Workweek

G03050 Supplemental Utility Designation/Location 2 10 12-Mar-14 13-Mar-14 *Standard 5 Day Workweek

G03060 Topo Verification (SWM Basin, Roadway Tie-ins) 3 10 14-Mar-14 18-Mar-14 *Standard 5 Day Workweek

G03070 Computer Work and DTM Prparation 10 10 19-Mar-14 01-Apr-14 *Standard 5 Day Workweek

G03080 Verify/Review RFP Design 20 10 02-Apr-14 29-Apr-14 *Standard 5 Day Workweek

Right of Way AcquisitionRight of Way Acquisition 217 20 18-Feb-14 26-Dec-14

G03090 Property/ROW Research 5 3 18-Feb-14 24-Feb-14 *Standard 5 Day Workweek

G03100 Prepare ROW Acquisition Plan 60 3 25-Feb-14 19-May-14 *Standard 5 Day Workweek

G03110 SFA Right of Way Acquisition Plan 5 25 20-May-14 27-May-14 *Standard 5 Day Workweek

G03120 R/A Right of Way Acquisition Plan 21 35 27-May-14 17-Jun-14 7 Day Review/Cure

G03130 Prepare ROW Acquisition Plats 10 24 18-Jun-14 01-Jul-14 *Standard 5 Day Workweek

G03140 Complete Title Research 10 24 18-Jun-14 01-Jul-14 *Standard 5 Day Workweek

G03150 Mail Notification to Property Owners 7 58 01-Jul-14 08-Jul-14 7 Day Review/Cure

G03160 Submit Appraisals to VDOT 30 35 01-Jul-14 31-Jul-14 7 Day Review/Cure

Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb

2014 2015 2016

11-Dec-15, W

11-Dec-15, E

11-Dec-15, M

Notice To Proceed

Construction Start

Begin Walney Road Closure

End Walney Road Closure

Project Substantial Completion

Project Final

30-Jul-14, Preconstruction Activities

Mobilization Payment 1

Scope Validation Period

Mobilization Payment 2

Scope Validataion Negotiations

Scope Validation Agreement Reached

11-Dec-15, P

Set Up Project Offices

Mobilization

11-Dec-15, P

Punchlist/Cleanup for S

Final Punchl

Closeout Do

26-Dec-14, Preconstruction - Design

26-Dec-14, Design

18-Feb-14, General Conditions

Design Start

29-Apr-14, Survey

Send Survey Notification Letters

Recover Survey Control

Supplemental Field Survey

Supplemental Utility Designation/Location

Topo Verification (SWM Basin, Roadway Tie-ins)

Computer Work and DTM Prparation

Verify/Review RFP Design

26-Dec-14, Right of Way Acquisition

Property/ROW Research

Prepare ROW Acquisition Plan

SFA Right of Way Acquisition Plan

R/A Right of Way Acquisition Plan

Prepare ROW Acquisition Plats

Complete Title Research

Mail Notification to Property Owners

Submit Appraisals to VDOT

Walney Road Bridge Replacement and Road Widening DB C00104103DB62 - Full CPM 09-Dec-13 15:50

Remaining Level of Effort

Actual Level of Effort

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Summary Page 1 of 7 TASK filter: All Activities

© Primavera Systems, Inc.



G03170 VDOT Approval of Appraisals 21 35 31-Jul-14 21-Aug-14 7 Day Review/Cure

G03180 Complete Initial Negotiation Contact with all Property Owners 10 24 22-Aug-14 05-Sep-14 *Standard 5 Day Workweek

G03190 Obtain Refusal/Acceptance on all Parcels 45 34 05-Sep-14 20-Oct-14 7 Day Review/Cure

G03200 Submit RW-24 Reports on Refusals 7 34 20-Oct-14 27-Oct-14 7 Day Review/Cure

G03210 Submit RW-24 Reports on all Parcels 7 34 20-Oct-14 27-Oct-14 7 Day Review/Cure

G03220 Receive Right of Way Clearances 60 34 27-Oct-14 26-Dec-14 7 Day Review/Cure

PermittingPermitting 135 71 02-Apr-14 10-Oct-14

G03230 VSMP Permit Registration 20 71 02-Apr-14 29-Apr-14 *Standard 5 Day Workweek

G03240 Review & Verify: US Corp/VA Water/FAA Permits 45 71 08-Aug-14 10-Oct-14 *Standard 5 Day Workweek

Geotechnical EngineeringGeotechnical Engineering 75 25 04-Mar-14 17-Jun-14

G03250 Prepare Soils Boring Plan 10 26 04-Mar-14 17-Mar-14 *Standard 5 Day Workweek

G03260 Perform Soil Borings 15 26 18-Mar-14 07-Apr-14 *Standard 5 Day Workweek

G03270 Lab Work 10 26 08-Apr-14 21-Apr-14 *Standard 5 Day Workweek

G03280 Prepare Geotechnical Report & Recommendations 20 26 22-Apr-14 19-May-14 *Standard 5 Day Workweek

G03290 SFA Geotechnical Report & Recommendations 5 26 20-May-14 27-May-14 *Standard 5 Day Workweek

G03300 R/A Geotechnical Report & Recommendations 21 36 27-May-14 17-Jun-14 7 Day Review/Cure

E&S and ClearningE&S and Clearning 70 71 30-Apr-14 07-Aug-14

G03310 Prepare SWPPP & Design Clear & Grub / E&S Phase 1 Plans 20 71 30-Apr-14 28-May-14 *Standard 5 Day Workweek

G03320 SFA SWPPP and Clear & Grub / E&S Phase 1 Plans 5 71 29-May-14 04-Jun-14 *Standard 5 Day Workweek

G03330 R/A SWPPP and Clear & Grub / E&S Phase 1 Plans 21 103 04-Jun-14 25-Jun-14 7 Day Review/Cure

G03340 A/C SWPPP and Clear & Grub / E&S Phase 1 Plans 15 71 26-Jun-14 17-Jul-14 *Standard 5 Day Workweek

G03350 R/A SWPPP and Clear & Grub / E&S Phase 1 Plans 21 102 17-Jul-14 07-Aug-14 7 Day Review/Cure

Maintenance of TrafficMaintenance of Traffic 70 112 30-Apr-14 07-Aug-14

G03370 Prepare TMP & Design Maintenance of Traffic Plans 20 114 30-Apr-14 28-May-14 *Standard 5 Day Workweek

G03380 SFA TMP & Design Maintenance of Traffic Plans 5 114 29-May-14 04-Jun-14 *Standard 5 Day Workweek

G03390 R/A TMP & Design Maintenance of Traffic Plans 21 162 04-Jun-14 25-Jun-14 7 Day Review/Cure

G03400 A/C TMP & Design Maintenance of Traffic Plans 15 112 26-Jun-14 17-Jul-14 *Standard 5 Day Workweek

G03410 R/A TMP & Design Maintenance of Traffic Plans 21 171 17-Jul-14 07-Aug-14 7 Day Review/Cure

B641 - Bridge over Flatlick BrachB641 - Bridge over Flatlick Brach 143 97 30-Apr-14 20-Nov-14

G03420 Prepare B641 TS&L and Demo/Erection Plans 30 10 30-Apr-14 11-Jun-14 *Standard 5 Day Workweek

G03430 SFA B641 TS&L and Demo/Erection Plans 5 10 12-Jun-14 18-Jun-14 *Standard 5 Day Workweek

G03440 R/A B641 TS&L and Demo/Erection Plans 21 14 18-Jun-14 09-Jul-14 7 Day Review/Cure

G03450 Prepare B641 Bridge Plans 45 10 10-Jul-14 11-Sep-14 *Standard 5 Day Workweek

G03460 SFA B641 Bridge Plans 5 10 12-Sep-14 18-Sep-14 *Standard 5 Day Workweek

G03470 R/A B641 Bridge Plans 21 14 18-Sep-14 09-Oct-14 7 Day Review/Cure

G03480 A/C B641 Bridge Plans 15 10 10-Oct-14 30-Oct-14 *Standard 5 Day Workweek

G03490 R/A B641 Bridge Plans 21 146 30-Oct-14 20-Nov-14 7 Day Review/Cure

Grading & DrainageGrading & Drainage 70 83 18-Jun-14 25-Sep-14

G03500 Prepare Grading & Drainage Plans 20 84 18-Jun-14 16-Jul-14 *Standard 5 Day Workweek

G03510 SFA Grading & Drainage Plans 5 84 17-Jul-14 23-Jul-14 *Standard 5 Day Workweek

G03520 R/A Grading & Drainage Plans 21 120 23-Jul-14 13-Aug-14 7 Day Review/Cure

G03530 A/C Grading & Drainage Plans 15 83 14-Aug-14 04-Sep-14 *Standard 5 Day Workweek

G03540 R/A Grading & Drainage Plans 21 129 04-Sep-14 25-Sep-14 7 Day Review/Cure

Signing, Lighting, Marking & SignalizationSigning, Lighting, Marking & Signalization 69 101 14-Aug-14 20-Nov-14

G03550 Prepare Signing/Lighting/Marking/Signalization Plans 20 100 14-Aug-14 11-Sep-14 *Standard 5 Day Workweek

G03560 SFA Signing/Lighting/Marking/Signalization Plans 5 100 12-Sep-14 18-Sep-14 *Standard 5 Day Workweek

G03570 R/A Signing/Lighting/Marking/Signalization Plans 21 152 18-Sep-14 09-Oct-14 7 Day Review/Cure


2014 2015 2016

VDOT Approval of Appraisals

Complete Initial Negotiation Contact with all Property Owners

Obtain Refusal/Acceptance on all Parcels

Submit RW-24 Reports on Refusals

Submit RW-24 Reports on all Parcels

Receive Right of Way Clearances

10-Oct-14, Permitting

VSMP Permit Registration

Review & Verify: US Corp/VA Water/FAA Permits

17-Jun-14, Geotechnical Engineering

Prepare Soils Boring Plan

Perform Soil Borings

Lab Work

Prepare Geotechnical Report & Recommendations

SFA Geotechnical Report & Recommendations

R/A Geotechnical Report & Recommendations

07-Aug-14, E&S and Clearning

Prepare SWPPP & Design Clear & Grub / E&S Phase 1 Plans

SFA SWPPP and Clear & Grub / E&S Phase 1 Plans

R/A SWPPP and Clear & Grub / E&S Phase 1 Plans

A/C SWPPP and Clear & Grub / E&S Phase 1 Plans

R/A SWPPP and Clear & Grub / E&S Phase 1 Plans

07-Aug-14, Maintenance of Traffic

Prepare TMP & Design Maintenance of Traffic Plans

SFA TMP & Design Maintenance of Traffic Plans

R/A TMP & Design Maintenance of Traffic Plans

A/C TMP & Design Maintenance of Traffic Plans

R/A TMP & Design Maintenance of Traffic Plans

20-Nov-14, B641 - Bridge over Flatlick Brach

Prepare B641 TS&L and Demo/Erection Plans

SFA B641 TS&L and Demo/Erection Plans

R/A B641 TS&L and Demo/Erection Plans

Prepare B641 Bridge Plans

SFA B641 Bridge Plans

R/A B641 Bridge Plans

A/C B641 Bridge Plans

R/A B641 Bridge Plans

25-Sep-14, Grading & Drainage

Prepare Grading & Drainage Plans

SFA Grading & Drainage Plans

R/A Grading & Drainage Plans

A/C Grading & Drainage Plans

R/A Grading & Drainage Plans

20-Nov-14, Signing, Lighting, Marking & Signalization

Prepare Signing/Lighting/Marking/Signalization Plans

SFA Signing/Lighting/Marking/Signalization Plans

R/A Signing/Lighting/Marking/Signalization Plans




Actual Work

Remaining Work


Milestone





G03580 A/C Signing/Lighting/Marking/Signalization Plans 15 100 10-Oct-14 30-Oct-14 *Standard 5 Day Workweek

G03590 R/A Signing/Lighting/Marking/Signalization Plans 21 152 30-Oct-14 20-Nov-14 7 Day Review/Cure

Project SupportProject Support 122 38 04-Apr-14 25-Sep-14

Private Utility Relocation & CoordinationPrivate Utility Relocation & Coordination 122 38 04-Apr-14 25-Sep-14

G03600 Hold Utility Kickoff Meeting With VDOT 1 34 04-Apr-14 04-Apr-14 7 Day Review/Cure

G03605 Schedule and hold Kickoff Meeting with Private Utilities 10 24 07-Apr-14 18-Apr-14 *Standard 5 Day Workweek

G03610 Washington Gas Design Utility Relocation Plan 30 78 20-May-14 01-Jul-14 *Standard 5 Day Workweek

G03620 SFA Washington Gas Relocation Plan 5 78 02-Jul-14 09-Jul-14 *Standard 5 Day Workweek

G03630 R/A Washington Gas Relocation Plan 21 111 09-Jul-14 30-Jul-14 7 Day Review/Cure

G03640 Dominon VA Power Design Utility Relocation Plan 50 23 20-May-14 30-Jul-14 *Standard 5 Day Workweek

G03650 SFA Dominion Power Relocation Plan 5 23 31-Jul-14 06-Aug-14 *Standard 5 Day Workweek

G03660 R/A Dominion Power Relocation Plan 21 34 06-Aug-14 27-Aug-14 7 Day Review/Cure

G03670 Verizon Design Utility Relocation Plan 70 3 20-May-14 27-Aug-14 *Standard 5 Day Workweek

G03680 SFA Verizon Relocation Plan 5 3 28-Aug-14 04-Sep-14 *Standard 5 Day Workweek

G03690 R/A Verizon Relocation Plan 21 5 04-Sep-14 25-Sep-14 7 Day Review/Cure

G03700 Cox Design Utility Relocation Plan 50 23 20-May-14 30-Jul-14 *Standard 5 Day Workweek

G03710 SFA Cox Relcation Plan 5 23 31-Jul-14 06-Aug-14 *Standard 5 Day Workweek

G03720 R/A Cox Relocation Plan 21 34 06-Aug-14 27-Aug-14 7 Day Review/Cure

G03730 Level 3 Design Utility Relocation Plan 50 23 20-May-14 30-Jul-14 *Standard 5 Day Workweek

G03740 SFA Level 3 Relocation Plan 5 23 31-Jul-14 06-Aug-14 *Standard 5 Day Workweek

G03750 R/A Level 3 Relocation Plan 21 34 06-Aug-14 27-Aug-14 7 Day Review/Cure

Preconstruction - SubmittalsPreconstruction - Submittals 250 100 18-Feb-14 17-Feb-15

Preconstruction ActivitiesPreconstruction Activities 250 100 18-Feb-14 17-Feb-15

General ConditionsGeneral Conditions 77 160 18-Feb-14 05-Jun-14

G03800 SFA Site Specific Safety Plan 20 168 18-Feb-14 17-Mar-14 *Standard 5 Day Workweek

G03810 R/A Site Specific Safety Plan 21 239 17-Mar-14 07-Apr-14 7 Day Review/Cure

G03820 A/C Site Specific Safety Plan 15 166 08-Apr-14 28-Apr-14 *Standard 5 Day Workweek

G03830 R/A Site Specific Safety Plan, Final 21 166 29-Apr-14 28-May-14 *Standard 5 Day Workweek

G03840 SFA QA/QC Plan 5 189 18-Feb-14 24-Feb-14 *Standard 5 Day Workweek

G03850 R/A QA/QC Plan 21 268 24-Feb-14 17-Mar-14 7 Day Review/Cure

G03860 A/C QA/QC Plan 15 187 18-Mar-14 07-Apr-14 *Standard 5 Day Workweek

G03870 R/A QA/QC Plan, Final 21 276 07-Apr-14 28-Apr-14 7 Day Review/Cure

G03880 SFA Hazardous Material Management Plan 20 174 18-Feb-14 17-Mar-14 *Standard 5 Day Workweek

G03890 R/A Hazardous Material Management Plan 21 247 17-Mar-14 07-Apr-14 7 Day Review/Cure

G03900 A/C Hazardous Material Management Plan 15 172 08-Apr-14 28-Apr-14 *Standard 5 Day Workweek

G03910 R/A Hazardous Material Management Plan, Final 21 255 28-Apr-14 19-May-14 7 Day Review/Cure

G03920 SFA Emergency Management Plan 20 162 18-Feb-14 17-Mar-14 *Standard 5 Day Workweek

G03930 R/A Emergency Management Plan 21 231 17-Mar-14 07-Apr-14 7 Day Review/Cure

G03940 A/C Emergency Management Plan 21 160 08-Apr-14 06-May-14 *Standard 5 Day Workweek

G03950 R/A Emergency Management Plan, Final 21 160 07-May-14 05-Jun-14 *Standard 5 Day Workweek

B641 - Bridge over Flatlick BranchB641 - Bridge over Flatlick Branch 50 100 02-Dec-14 17-Feb-15

G03960 SFA Foundation Plan for B641 20 58 02-Dec-14 06-Jan-15 *Standard 5 Day Workweek

G03970 SFA Precast Box Beam Shop Dwg B641 (WR&A) 20 10 02-Dec-14 06-Jan-15 *Standard 5 Day Workweek

G03980 SFA Bridge Overhang Supports B641 (WR&A) 20 120 02-Dec-14 06-Jan-15 *Standard 5 Day Workweek

G03990 R/A Foundation Plan for B641 14 80 06-Jan-15 20-Jan-15 7 Day Review/Cure

G04000 R/A Precast Box Beam Shop Dwg B641 (WR&A) 14 14 06-Jan-15 20-Jan-15 7 Day Review/Cure

G04010 R/A Bridge Overhang Supports B641 (WR&A) 14 168 06-Jan-15 20-Jan-15 7 Day Review/Cure


2014 2015 2016

A/C Signing/Lighting/Marking/Signalization Plans

R/A Signing/Lighting/Marking/Signalization Plans

25-Sep-14, Project Support

25-Sep-14, Private Utility Relocation & Coordination

Hold Utility Kickoff Meeting With VDOT

Schedule and hold Kickoff Meeting with Private Utilities

Washington Gas Design Utility Relocation Plan

SFA Washington Gas Relocation Plan

R/A Washington Gas Relocation Plan

Dominon VA Power Design Utility Relocation Plan

SFA Dominion Power Relocation Plan

R/A Dominion Power Relocation Plan

Verizon Design Utility Relocation Plan

SFA Verizon Relocation Plan

R/A Verizon Relocation Plan

Cox Design Utility Relocation Plan

SFA Cox Relcation Plan

R/A Cox Relocation Plan

Level 3 Design Utility Relocation Plan

SFA Level 3 Relocation Plan

R/A Level 3 Relocation Plan

17-Feb-15, Preconstruction - Submittals

17-Feb-15, Preconstruction Activities

05-Jun-14, General Conditions

SFA Site Specific Safety Plan

R/A Site Specific Safety Plan

A/C Site Specific Safety Plan

R/A Site Specific Safety Plan, Final

SFA QA/QC Plan

R/A QA/QC Plan

A/C QA/QC Plan

R/A QA/QC Plan, Final

SFA Hazardous Material Management Plan

R/A Hazardous Material Management Plan

A/C Hazardous Material Management Plan

R/A Hazardous Material Management Plan, Final

SFA Emergency Management Plan

R/A Emergency Management Plan

A/C Emergency Management Plan

R/A Emergency Management Plan, Final

17-Feb-15, B641 - Bridge over Flatlick Branch

SFA Foundation Plan for B641

SFA Precast Box Beam Shop Dwg B641 (WR&A)

SFA Bridge Overhang Supports B641 (WR&A)

R/A Foundation Plan for B641

R/A Precast Box Beam Shop Dwg B641 (WR&A)

R/A Bridge Overhang Supports B641 (WR&A)




Actual Work

Remaining Work


Milestone





G04020 A/C Precast Box Beam Shop Dwg B641 (WR&A) 10 10 21-Jan-15 03-Feb-15 *Standard 5 Day Workweek

G04030 R/A Precast Box Beam Shop Dwg B641 (WR&A) 14 14 03-Feb-15 17-Feb-15 7 Day Review/Cure

Signing, Lighting, Marking & SignalizationSigning, Lighting, Marking & Signalization 30 101 22-Dec-14 09-Feb-15

G04040 SFA Lighting Shop Drawings 20 101 22-Dec-14 26-Jan-15 *Standard 5 Day Workweek

G04050 SFA Signalization Shop Drawings 20 101 22-Dec-14 26-Jan-15 *Standard 5 Day Workweek

G04060 R/A Lighting Shop Drawings 14 141 26-Jan-15 09-Feb-15 7 Day Review/Cure

G04070 R/A Signalization Shop Drawings 14 141 26-Jan-15 09-Feb-15 7 Day Review/Cure

Project SupportProject Support 34 203 20-May-14 08-Jul-14

DemolitionDemolition 34 203 20-May-14 08-Jul-14

G04080 Perform Hazmat Testing/Inspection 15 202 20-May-14 10-Jun-14 *Standard 5 Day Workweek

G04090 SFA Hazmat Inspection Report/Remediation Plan 5 202 11-Jun-14 17-Jun-14 *Standard 5 Day Workweek

G04100 R/A Hazmat Inspection Report/Remediation Plan 21 296 17-Jun-14 08-Jul-14 7 Day Review/Cure

Preconstruction - ProcurementPreconstruction - Procurement 215 99 08-Aug-14 17-Jun-15

Preconstruction ActivitiesPreconstruction Activities 215 99 08-Aug-14 17-Jun-15

E&S / ClearingE&S / Clearing 20 106 08-Aug-14 05-Sep-14

G04300 Procure E&S Package Vendors 20 106 08-Aug-14 05-Sep-14 *Standard 5 Day Workweek

Maintenance of TrafficMaintenance of Traffic 20 112 08-Aug-14 05-Sep-14

G04310 Procure MOT Package Vendors 20 112 08-Aug-14 05-Sep-14 *Standard 5 Day Workweek

B641 - Bridge over Flatlick BranchB641 - Bridge over Flatlick Branch 156 19 31-Oct-14 17-Jun-15

G04320 Procure Bridge B641 Material Vendors 20 10 31-Oct-14 01-Dec-14 *Standard 5 Day Workweek

G04330 Fab/Del Foundation Materials B641 30 80 20-Jan-15 19-Feb-15 7 Day Review/Cure

G04340 Fab/Del Substructure Rebar B641 30 133 01-Dec-14 31-Dec-14 7 Day Review/Cure

G04350 Fab/Del Precast Box Beams B641 120 14 17-Feb-15 17-Jun-15 7 Day Review/Cure

G04360 Fab/Del Superstructure Rebar B641 90 135 01-Dec-14 01-Mar-15 7 Day Review/Cure

Grading & DrainageGrading & Drainage 39 86 26-Sep-14 22-Nov-14

G04370 Procure Grading/Drainage Package Vendors 20 83 26-Sep-14 23-Oct-14 *Standard 5 Day Workweek

G04380 Fab/Del Precast Drainage Structures 30 129 23-Oct-14 22-Nov-14 7 Day Review/Cure

Signing, Lighting, Marking & SignalizationSigning, Lighting, Marking & Signalization 140 101 24-Nov-14 15-Jun-15

G04390 Procure Signing/Signal/Lighting Package Vendors 20 101 24-Nov-14 19-Dec-14 *Standard 5 Day Workweek

G04400 Fab/Del Lighting Poles and Fixtures 90 101 10-Feb-15 15-Jun-15 *Standard 5 Day Workweek

ConstructionConstruction 312 36 31-Jul-14 22-Oct-15

Entire ProjectEntire Project 312 36 31-Jul-14 22-Oct-15

Relocation of UtilitiesRelocation of Utilities 140 3 31-Jul-14 24-Feb-15

GC01330 Relocate Washington Gas 65 78 31-Jul-14 30-Oct-14 *Standard 5 Day Workweek

GC01340 Relocate Dominion VA Power 100 23 28-Aug-14 27-Jan-15 *Standard 5 Day Workweek

GC01350 Relocate Verizon 100 3 26-Sep-14 24-Feb-15 *Standard 5 Day Workweek

GC01360 Relocate Cox 100 23 28-Aug-14 27-Jan-15 *Standard 5 Day Workweek

GC01370 Relocate Level 3 100 23 28-Aug-14 27-Jan-15 *Standard 5 Day Workweek

E&S/ClearingE&S/Clearing 11 20 16-Jan-15 30-Jan-15

GC01010 Clear Entire Site 5 20 16-Jan-15 22-Jan-15 *Standard 5 Day Workweek

GC01020 Install Ph. 1 E&S Controls 4 20 23-Jan-15 28-Jan-15 *Standard 5 Day Workweek

GC01030 Excavate & Grade SWM Basin 2 20 29-Jan-15 30-Jan-15 *Standard 5 Day Workweek

Maintenance of TrafficMaintenance of Traffic 161 31 16-Jan-15 28-Aug-15

GC01040 Install Project Wide Construction Signs 3 26 16-Jan-15 20-Jan-15 *Standard 5 Day Workweek

GC01240 Install MOT for Detour 2 4 29-Apr-15* 30-Apr-15 *Standard 5 Day Workweek

GC01250 Close Walney Road - Sta 100+50 to Sta 114+50 0 0 01-May-15* *Standard 5 Day Workweek


2014 2015 2016

A/C Precast Box Beam Shop Dwg B641 (WR&A)

R/A Precast Box Beam Shop Dwg B641 (WR&A)

09-Feb-15, Signing, Lighting, Marking & Signalization

SFA Lighting Shop Drawings

SFA Signalization Shop Drawings

R/A Lighting Shop Drawings

R/A Signalization Shop Drawings

08-Jul-14, Project Support

08-Jul-14, Demolition

Perform Hazmat Testing/Inspection

SFA Hazmat Inspection Report/Remediation Plan

R/A Hazmat Inspection Report/Remediation Plan

17-Jun-15, Preconstruction - Procurement

17-Jun-15, Preconstruction Activities

05-Sep-14, E&S / Clearing

Procure E&S Package Vendors

05-Sep-14, Maintenance of Traffic

Procure MOT Package Vendors

17-Jun-15, B641 - Bridge over Flatlick Branch

Procure Bridge B641 Material Vendors

Fab/Del Foundation Materials B641

Fab/Del Substructure Rebar B641

Fab/Del Precast Box Beams B641

Fab/Del Superstructure Rebar B641

22-Nov-14, Grading & Drainage

Procure Grading/Drainage Package Vendors

Fab/Del Precast Drainage Structures

15-Jun-15, Signing, Lighting, Marking & Signalization

Procure Signing/Signal/Lighting Package Vendors

Fab/Del Lighting Poles and Fixtures

22-Oct-15, Construction

22-Oct-15, Entire Project

24-Feb-15, Relocation of Utilities

Relocate Washington Gas

Relocate Dominion VA Power

Relocate Verizon

Relocate Cox

Relocate Level 3

30-Jan-15, E&S/Clearing

Clear Entire Site

Install Ph. 1 E&S Controls

Excavate & Grade SWM Basin

28-Aug-15, Maintenance of Traffic

Install Project Wide Construction Signs

Install MOT for Detour

Close Walney Road - Sta 100+50 to Sta 114+50




Actual Work

Remaining Work


Milestone





GC01260 Walney Road Closed 120 45 01-May-15 28-Aug-15 7 Day Review/Cure

GC01270 Reopen Walney Road to Traffic 0 45 28-Aug-15 7 Day Review/Cure

Gen. Roadway ConstructionGen. Roadway Construction 43 36 25-Aug-15 22-Oct-15

GC01280 Install Surface Asphalt 5 0 03-Sep-15 09-Sep-15 *Standard 5 Day Workweek

GC01290 Install Final Pavement Markings 3 20 10-Sep-15 14-Sep-15 *Standard 5 Day Workweek

GC01300 Install Lighting and Electrical 22 36 15-Sep-15 14-Oct-15 *Standard 5 Day Workweek

GC01310 Install Signalization 15 58 25-Aug-15 14-Sep-15 *Standard 5 Day Workweek

GC01320 Final Seeding and Landscaping 6 36 15-Oct-15 22-Oct-15 *Standard 5 Day Workweek

Quality Assurance/Quality ControlQuality Assurance/Quality Control 178 43 17-Dec-14 31-Aug-15

GC01050 Preparatory Meeting - Erosion & Sedimentation Control 1 20 17-Dec-14 17-Dec-14 *Standard 5 Day Workweek

GC01060 Preparatory Meeting - Clear & Grub 1 20 17-Dec-14 17-Dec-14 *Standard 5 Day Workweek

GC01065 Preparatory Meeting - MOT 1 26 17-Dec-14 17-Dec-14 *Standard 5 Day Workweek

GC01070 Preparatory Meeting - Stabilization & Embankment 1 20 14-Jan-15 14-Jan-15 *Standard 5 Day Workweek

GC01080 Preparatory Meeting - Storm Drainage 1 3 12-Mar-15 12-Mar-15 *Standard 5 Day Workweek

GC01090 Preparatory Meeting - Demolition of Existing Structures 1 0 16-Apr-15 16-Apr-15 *Standard 5 Day Workweek

GC01100 Preparatory Meeting - Piles 1 0 24-Apr-15 24-Apr-15 *Standard 5 Day Workweek

GC01110 Preparatory Meeting - Bridge Substructure 1 0 29-Apr-15 29-Apr-15 *Standard 5 Day Workweek

GC01120 Preparatory Meeting - Structure Backfill 1 4 09-Jun-15 09-Jun-15 *Standard 5 Day Workweek

GC01130 Preparatory Meeting - Box Beam Placement 1 0 17-Jun-15 17-Jun-15 *Standard 5 Day Workweek

GC01140 Preparatory Meeting - Bridge Deck 1 0 23-Jun-15 23-Jun-15 *Standard 5 Day Workweek

GC01150 Preparatory Meeting - Subgrade & Aggregate Base 1 3 31-Mar-15 31-Mar-15 *Standard 5 Day Workweek

GC01170 Preparatory Meeting - Concrete Curb and Sidewalk 1 3 20-Apr-15 20-Apr-15 *Standard 5 Day Workweek

GC01180 Preparatory Meeting - Asphalt Pavement 1 3 14-May-15 14-May-15 *Standard 5 Day Workweek

GC01190 Preparatory Meeting - Guardrail 1 3 13-Aug-15 13-Aug-15 *Standard 5 Day Workweek

GC01200 Preparatory Meeting - Topsoil & Seeding 1 3 30-Apr-15 30-Apr-15 *Standard 5 Day Workweek

GC01210 Preparatory Meeting - Pavement Markings 1 20 26-Aug-15 26-Aug-15 *Standard 5 Day Workweek

GC01220 Preparatory Meeting - Electrical Installation & Lighting 1 36 31-Aug-15 31-Aug-15 *Standard 5 Day Workweek

GC01230 Preparatory Meeting - Signalization 1 58 10-Aug-15 10-Aug-15 *Standard 5 Day Workweek

Section A - Station 100+00 to B-641Section A - Station 100+00 to B-641 92 75 23-Apr-15 28-Aug-15

Phase 1Phase 1 15 152 23-Apr-15 13-May-15

SA10005 Install MOT Devices 2 152 23-Apr-15 24-Apr-15 *Standard 5 Day Workweek

SA10010 Excavation Outside of Existing Roadway 5 152 27-Apr-15 01-May-15 *Standard 5 Day Workweek

SA10020 Borrow to Fill Outside of Existing Roadway 8 152 04-May-15 13-May-15 *Standard 5 Day Workweek

Phase 2Phase 2 68 3 27-May-15 28-Aug-15

SA20010 Demo Existing Roadway 4 21 27-May-15 01-Jun-15 *Standard 5 Day Workweek

SA20020 Offsite Borrow to Fill 8 21 02-Jun-15 11-Jun-15 *Standard 5 Day Workweek

SA20030 Install Storm Drainage 4 21 12-Jun-15 17-Jun-15 *Standard 5 Day Workweek

SA20040 Fine Grade Subgrade 4 21 18-Jun-15 23-Jun-15 *Standard 5 Day Workweek

SA20050 Install Stone & Grade for Curb 4 21 24-Jun-15 29-Jun-15 *Standard 5 Day Workweek

SA20060 Install Curb & Sidewalk 6 21 30-Jun-15 07-Jul-15 *Standard 5 Day Workweek

SA20070 Backfill Curb & Grade Green Areas 12 21 08-Jul-15 23-Jul-15 *Standard 5 Day Workweek

SA20080 Install Base & Intermediate Asphalt 4 0 12-Aug-15 17-Aug-15 *Standard 5 Day Workweek

SA20100 Install Shared Use Path 3 0 25-Aug-15 27-Aug-15 *Standard 5 Day Workweek

SA20110 Install Guard Rail 1 3 28-Aug-15 28-Aug-15 *Standard 5 Day Workweek

Section B - Bridge B-641 over Flatlick BranchSection B - Bridge B-641 over Flatlick Branch 86 3 01-May-15 28-Aug-15

SubstructureSubstructure 44 0 01-May-15 01-Jul-15

SB1000 Lead Abatement - Existing Structure 2 0 01-May-15 04-May-15 *Standard 5 Day Workweek


2014 2015 2016

Walney Road Closed

Reopen Walney Road to Traffic

22-Oct-15, Gen. Roa

Install Surface Asphalt

Install Final Pavement Markings

Install Lighting and Electrical

Install Signalization

Final Seeding and La

31-Aug-15, Quality Assurance/

Preparatory Meeting - Erosion & Sedimentation Control

Preparatory Meeting - Clear & Grub

Preparatory Meeting - MOT

Preparatory Meeting - Stabilization & Embankment

Preparatory Meeting - Storm Drainage

Preparatory Meeting - Demolition of Existing Structures

Preparatory Meeting - Piles

Preparatory Meeting - Bridge Substructure

Preparatory Meeting - Structure Backfill

Preparatory Meeting - Box Beam Placement

Preparatory Meeting - Bridge Deck

Preparatory Meeting - Subgrade & Aggregate Base

Preparatory Meeting - Concrete Curb and Sidewalk

Preparatory Meeting - Asphalt Pavement

Preparatory Meeting - Guardrail

Preparatory Meeting - Topsoil & Seeding

Preparatory Meeting - Pavemen

Preparatory Meeting - Electrica

Preparatory Meeting - Signalization

28-Aug-15, Section A - Station

13-May-15, Phase 1

Install MOT Devices

Excavation Outside of Existing Roadway

Borrow to Fill Outside of Existing Roadway

28-Aug-15, Phase 2

Demo Existing Roadway

Offsite Borrow to Fill

Install Storm Drainage

Fine Grade Subgrade

Install Stone & Grade for Curb

Install Curb & Sidewalk

Backfill Curb & Grade Green Areas

Install Base & Intermediate Asphalt

Install Shared Use Path

Install Guard Rail

28-Aug-15, Section B - Bridge B

01-Jul-15, Substructure

Lead Abatement - Existing Structure




Actual Work

Remaining Work


Milestone





SB1010 Demo Existing Superstructure 2 0 05-May-15 06-May-15 *Standard 5 Day Workweek

SB1020 Demo Existing Substructure 2 0 07-May-15 08-May-15 *Standard 5 Day Workweek

SB1030 Drive Piles - Abutment A 3 0 11-May-15 13-May-15 *Standard 5 Day Workweek

SB1040 Drive Piles - Abutment B 3 7 14-May-15 18-May-15 *Standard 5 Day Workweek

SB1050 F/R/P Pile Cap - Abutment A 10 0 14-May-15 27-May-15 *Standard 5 Day Workweek

SB1055 Cure Pile Cap - Abutment A 7 26 27-May-15 03-Jun-15 7 Day Review/Cure

SB1060 F/R/P Pile Cap - Abutment B 10 0 28-May-15 10-Jun-15 *Standard 5 Day Workweek

SB1065 Cure Pile Cap - Abutment B 7 12 10-Jun-15 17-Jun-15 7 Day Review/Cure

SB1070 F/R/P Wing Walls - Abutment A 4 0 11-Jun-15 16-Jun-15 *Standard 5 Day Workweek

SB1075 Cure Wing Walls - Abutment A 7 6 16-Jun-15 23-Jun-15 7 Day Review/Cure

SB1080 F/R/P Wing Walls - Abutment B 4 0 17-Jun-15 22-Jun-15 *Standard 5 Day Workweek

SB1085 Cure Wing Walls - Abutment B 7 0 22-Jun-15 29-Jun-15 7 Day Review/Cure

SB1090 Rap Rap Slope Protection - Abutment A 2 9 17-Jun-15 18-Jun-15 *Standard 5 Day Workweek

SB1100 Rip Rap Slope Protection - Abutment B 2 5 23-Jun-15 24-Jun-15 *Standard 5 Day Workweek

SB1110 Select Backfill - Abutment A 2 4 24-Jun-15 25-Jun-15 *Standard 5 Day Workweek

SB1120 Select Backfill - Abutment B 2 0 30-Jun-15 01-Jul-15 *Standard 5 Day Workweek

SuperstructureSuperstructure 42 3 02-Jul-15 28-Aug-15

SB1200 Set and Tension Precast Box Beams 4 0 02-Jul-15 07-Jul-15 *Standard 5 Day Workweek

SB1210 Form Deck 5 0 08-Jul-15 14-Jul-15 *Standard 5 Day Workweek

SB1220 Rebar Deck 2 0 15-Jul-15 16-Jul-15 *Standard 5 Day Workweek

SB1230 Setup Bidwell and Rail 2 0 17-Jul-15 20-Jul-15 *Standard 5 Day Workweek

SB1240 Dry Run 1 0 21-Jul-15 21-Jul-15 *Standard 5 Day Workweek

SB1250 Prepare and Pour Deck 2 0 22-Jul-15 23-Jul-15 *Standard 5 Day Workweek

SB1260 Wet Cure Bridge Deck 7 0 23-Jul-15 30-Jul-15 7 Day Review/Cure

SB1265 F/R/P Approach Slabs 6 2 24-Jul-15 31-Jul-15 *Standard 5 Day Workweek

SB1267 Cure Approach Slabs 7 4 31-Jul-15 07-Aug-15 7 Day Review/Cure

SB1270 F/R/P Sidewalk 3 0 31-Jul-15 04-Aug-15 *Standard 5 Day Workweek

SB1275 Cure Sidewalk 7 12 04-Aug-15 11-Aug-15 7 Day Review/Cure

SB1280 F/R/P Shared Use Path 3 0 31-Jul-15 04-Aug-15 *Standard 5 Day Workweek

SB1290 Cure Shared Use Path 3 16 04-Aug-15 07-Aug-15 7 Day Review/Cure

SB1300 F/R/P Bridge Parapets 5 0 05-Aug-15 11-Aug-15 *Standard 5 Day Workweek

SB1310 Cure Bridge Parapets 7 5 11-Aug-15 18-Aug-15 7 Day Review/Cure

SB1320 Install Bridge Railing 1 3 19-Aug-15 19-Aug-15 *Standard 5 Day Workweek

SB1330 Groove Bridge Deck 1 8 12-Aug-15 12-Aug-15 *Standard 5 Day Workweek

SB1340 Safety and Acceptance Inspection 1 3 20-Aug-15 20-Aug-15 *Standard 5 Day Workweek

SB1350 Structure Load Rating Submittal 1 8 20-Aug-15 20-Aug-15 *Standard 5 Day Workweek

SB1355 Complete Bridge Inspection Punchlist 5 3 21-Aug-15 27-Aug-15 *Standard 5 Day Workweek

SB1360 Open Bridge to Traffic 1 5 27-Aug-15 28-Aug-15 7 Day Review/Cure

Section C - B-641 to Mariah CourtSection C - B-641 to Mariah Court 161 57 21-Jan-15 02-Sep-15

Phase 1Phase 1 66 152 21-Jan-15 22-Apr-15

SC10005 Install MOT Devices 2 193 21-Jan-15 22-Jan-15 *Standard 5 Day Workweek

SC10010 Excavation Outside of Existing Roadway 8 152 23-Mar-15 01-Apr-15 *Standard 5 Day Workweek

SC10020 Borrow to Fill Outside of Existing Roadway 15 152 02-Apr-15 22-Apr-15 *Standard 5 Day Workweek

Phase 2Phase 2 89 0 01-May-15 02-Sep-15

SC20010 Demo Existing Roadway 3 16 01-May-15 05-May-15 *Standard 5 Day Workweek

SC20020 Offsite Borrow to Fill 15 16 06-May-15 26-May-15 *Standard 5 Day Workweek

SC20030 Install Storm Drainage 12 16 27-May-15 11-Jun-15 *Standard 5 Day Workweek


2014 2015 2016

Demo Existing Superstructure

Demo Existing Substructure

Drive Piles - Abutment A

Drive Piles - Abutment B

F/R/P Pile Cap - Abutment A

Cure Pile Cap - Abutment A

F/R/P Pile Cap - Abutment B

Cure Pile Cap - Abutment B

F/R/P Wing Walls - Abutment A

Cure Wing Walls - Abutment A

F/R/P Wing Walls - Abutment B

Cure Wing Walls - Abutment B

Rap Rap Slope Protection - Abutment A

Rip Rap Slope Protection - Abutment B

Select Backfill - Abutment A

Select Backfill - Abutment B

28-Aug-15, Superstructure

Set and Tension Precast Box Beams

Form Deck

Rebar Deck

Setup Bidwell and Rail

Dry Run

Prepare and Pour Deck

Wet Cure Bridge Deck

F/R/P Approach Slabs

Cure Approach Slabs

F/R/P Sidewalk

Cure Sidewalk

F/R/P Shared Use Path

Cure Shared Use Path

F/R/P Bridge Parapets

Cure Bridge Parapets

Install Bridge Railing

Groove Bridge Deck

Safety and Acceptance Inspection

Structure Load Rating Submittal

Complete Bridge Inspection Punchlist

Open Bridge to Traffic

02-Sep-15, Section C - B-641

22-Apr-15, Phase 1

Install MOT Devices

Excavation Outside of Existing Roadway

Borrow to Fill Outside of Existing Roadway

02-Sep-15, Phase 2

Demo Existing Roadway

Offsite Borrow to Fill

Install Storm Drainage




Actual Work

Remaining Work


Milestone





SC20040 Fine Grade Subgrade 6 21 12-Jun-15 19-Jun-15 *Standard 5 Day Workweek

SC20050 Install Stone & Grade for Curb 6 21 22-Jun-15 29-Jun-15 *Standard 5 Day Workweek

SC20060 Install Curb & Sidewalk 8 21 30-Jun-15 09-Jul-15 *Standard 5 Day Workweek

SC20070 Backfill Curb & Grade Green Areas 16 21 10-Jul-15 31-Jul-15 *Standard 5 Day Workweek

SC20080 Install Base & Intermediate Asphalt 5 0 18-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SC20100 Install Shared Use Path 3 0 28-Aug-15 01-Sep-15 *Standard 5 Day Workweek

SC20110 Install Guard Rail 1 0 02-Sep-15 02-Sep-15 *Standard 5 Day Workweek

Section D - Mariah Court to Willard RoadSection D - Mariah Court to Willard Road 158 3 21-Jan-15 28-Aug-15

Phase 1 - Proposed SB LanesPhase 1 - Proposed SB Lanes 97 3 21-Jan-15 04-Jun-15

SD10010 Install MOT to Switch Traffic to Ex. NB Lanes 2 26 21-Jan-15 22-Jan-15 *Standard 5 Day Workweek

SD10020 Excavate for Road Widening 18 3 25-Feb-15 20-Mar-15 *Standard 5 Day Workweek

SD10040 Demo Existing Pavement 4 3 23-Mar-15 26-Mar-15 *Standard 5 Day Workweek

SD10050 Install Drainage 13 3 27-Mar-15 14-Apr-15 *Standard 5 Day Workweek

SD10060 Fine Grade Subgrade 6 3 15-Apr-15 22-Apr-15 *Standard 5 Day Workweek

SD10070 Install Stone & Grade for Curb 8 3 23-Apr-15 04-May-15 *Standard 5 Day Workweek

SD10080 Install Sidewalk and Curb 8 3 05-May-15 14-May-15 *Standard 5 Day Workweek

SD10090 Backfill Curb & Grade Green Areas 10 3 15-May-15 28-May-15 *Standard 5 Day Workweek

SD10100 Install Base & Intermediate Asphalt 4 3 29-May-15 03-Jun-15 *Standard 5 Day Workweek

SD10110 Install Temporary Pavement Markings for Phase 2 1 3 04-Jun-15 04-Jun-15 *Standard 5 Day Workweek

Phase 2 - Proposed NB LanesPhase 2 - Proposed NB Lanes 61 3 05-Jun-15 28-Aug-15

SD20010 Switch Traffic to Newly Constructed SB Lanes 1 3 05-Jun-15 05-Jun-15 *Standard 5 Day Workweek

SD20020 Demo Existing Pavement 5 3 08-Jun-15 12-Jun-15 *Standard 5 Day Workweek

SD20030 Excavate for Road Widening 12 3 15-Jun-15 30-Jun-15 *Standard 5 Day Workweek

SD20040 Install Drainage 6 3 01-Jul-15 08-Jul-15 *Standard 5 Day Workweek

SD20050 Fine Grade Subgrade 6 3 09-Jul-15 16-Jul-15 *Standard 5 Day Workweek

SD20060 Install Stone & Grade for Curb 8 3 17-Jul-15 28-Jul-15 *Standard 5 Day Workweek

SD20070 Install Sidewalk and Curb 9 3 29-Jul-15 10-Aug-15 *Standard 5 Day Workweek

SD20080 Backfill Curb & Grade Green Areas 10 3 11-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SD20090 Install Base & Intermediate Asphalt 4 3 25-Aug-15 28-Aug-15 *Standard 5 Day Workweek

Section E - Widening at Dallas StreetSection E - Widening at Dallas Street 12 5 11-Aug-15 26-Aug-15

SE10010 Setup MOT 1 5 11-Aug-15 11-Aug-15 *Standard 5 Day Workweek

SE10020 Demo Existing Pavement & Curb and Gutter 1 5 12-Aug-15 12-Aug-15 *Standard 5 Day Workweek

SE10030 Excavate for Road Widening 2 5 13-Aug-15 14-Aug-15 *Standard 5 Day Workweek

SE10040 Fine Grade Subgrade 1 5 17-Aug-15 17-Aug-15 *Standard 5 Day Workweek

SE10050 Install Stone & Grade for Curb 1 5 18-Aug-15 18-Aug-15 *Standard 5 Day Workweek

SE10060 Install Curb 1 5 19-Aug-15 19-Aug-15 *Standard 5 Day Workweek

SE10070 Backfill Curb 2 5 20-Aug-15 21-Aug-15 *Standard 5 Day Workweek

SE10080 Install Base & Intermediate Asphalt 1 5 24-Aug-15 24-Aug-15 *Standard 5 Day Workweek

SE10090 Install Asphalt Sidewalk 2 5 25-Aug-15 26-Aug-15 *Standard 5 Day Workweek


2014 2015 2016

Fine Grade Subgrade


Install Curb & Sidewalk



Install Shared Use Path

Install Guard Rail

28-Aug-15, Section D - Mariah

04-Jun-15, Phase 1 - Proposed SB Lanes

Install MOT to Switch Traffic to Ex. NB Lanes

Excavate for Road Widening

Demo Existing Pavement

Install Drainage

Fine Grade Subgrade


Install Sidewalk and Curb



Install Temporary Pavement Markings for Phase 2

28-Aug-15, Phase 2 - Proposed

Switch Traffic to Newly Constructed SB Lanes

Demo Existing Pavement


Install Drainage

Fine Grade Subgrade


Install Sidewalk and Curb



26-Aug-15, Section E - Widenin

Setup MOT

Demo Existing Pavement & Curb


Fine Grade Subgrade


Install Curb

Backfill Curb


Install Asphalt Sidewalk




Actual Work

Remaining Work


Milestone



American Infrastructure-VA, Inc.301 Concourse Blvd.

Suite 300Glen Allen, VA 23059

804-290-8500

Whitman, Requardt & Associates, LLP3701 Pender Drive

Suite 450Fairfax, VA 22030

703-293-9717