volume 1 route 7...volume 1 prepared for: original. attachment 4.0.1.1 letter of submittal and...

Route 7 WIDENING and bridge rehabilitation over

dulles toll road and airport access highway

sTATE pROJECT nO.: 0007-029-139, P101, R201, C501, B617, B618

FEDERAL pROJECT NO.: BR-5401 (738)cONTRACT id nO.: c00082135DB77

Submitted by:

MARCH 9, 2015

Letter of submittal and attachments

Volume 1

Prepared for:

original

Attachment 4.0.1.1 Letter of Submittal and Attachments Checklist

ATTACHMENT 4.0.1.1 Route 7 Widening and Bridge Rehabilitation over Dulles Toll Road and Airport Access Highway

LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST

i

Offerors shall furnish a copy of this Letter of Submittal Checklist, with the page references added, with the Letter of Submittal.

Technical Proposal Component Form (if any) RFP Part 1 Cross Reference

Page Reference

Letter of Submittal and Attachments Checklist Attachment 4.0.1.1 Section 4.0.1.1 Volume 1, i-iii

Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.6 (Form C-78-RFP) Sections 3.6, 4.0.1.1 Volume 1,

iv

Letter of Submittal NA Sections 4.1

Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 Volume 1, Page 1

Offeror’s official representative information NA Section 4.1.1 Volume 1, Page 1

Authorized representative’s original signature NA Section 4.1.1 Volume 1, Page 2

Declaration of intent NA Section 4.1.2 Volume 1, Page 1

120 day declaration yes Section 4.1.3 Volume 1, Page 1

Point of Contact information yes Section 4.1.4 Volume 1, Page 1

Principal Officer information NA Section 4.1.5 Volume 1, Page 2

Final Completion Date NA Section 4.1.6 Volume 1, Page 2



ii


Page Reference

Proposal Payment Agreement or Waiver of Proposal Payment

Attachment 9.3.1 or 9.3.2

Section 4.1.7 Page 1-4

Certification Regarding Debarment Forms Attachment 11.8.6(a) Attachment 11.8.6(b) Section 4.1.8 ix

Written statement that Offeror’s proposed concept included in the Attachments to the LOS is fully compliant with the Design Criteria Table and all other requirements of the RFP

NA Section 4.1.9 Volume 1, Page 2

Certification that the proposed limits of construction are located within the right-of-way limits shown on RFP plans NA Section 4.1.9 Volume 1,

Page 2

Written statement of percent DBE participation NA Section 4.1.10 Volume 1, Page 2

Attachments to the Letter of Submittal NA Section 4.2

Confirmation that the information provided in the SOQ submittal remains true and accurate or indicates that any requested changes were previously approved by VDOT

NA Section 4.2.1 Volume 1, Page 3

Organizational chart with any updates since the SOQ submittal clearly identified NA Section 4.2.1 Volume 1,

Pages 6

Revised narrative when organizational chart includes updates since the SOQ submittal NA Section 4.2.1 N/A

Conceptual Roadway Plans – Plan View NA Section 4.2.2

Volume 2, Sheet No.

3-8

jfrederick

Typewritten Text

Appendix

jfrederick

Typewritten Text

Appendix



iii


Page Reference

Conceptual Roadway Plans – Typical Sections NA Section 4.2.2 Volume 2, Sheet No.

2A-2C

Conceptual Structural Plans – Elevation View NA Section 4.2.3 Volume 2, Sheet No. 9

Conceptual Roadway Structural Plans – Transverse Section NA Section 4.2.3

Volume 2, Sheet No. 10

Conceptual Roadway Structural Plans – Abutment Configuration NA Section 4.2.3

Volume 2, Sheet No. 11

Proposal Schedule NA Section 4.2.4

Proposal Schedule NA Section 4.2.4.1

Volume 1, Page S1-

S10

Proposal Schedule Narrative NA Section 4.2.4.2 Volume 1, Page 8-15

Proposal Schedule in electronic format (CD-ROM) NA Section 4.2.4 CD-ROM

Attachment 3.6Form C-78-RFP

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The Lane Construction Corporation14500 Avion Parkway, Suite 200, Chantilly, VA 20151 USA T 703.222.5670 F 703.222.5960 LaneConstruct.comAn Equal Opportunity Employer M / F /D/V

March 9, 2015

Mr. Stephen D. Kindy, P.E.Alternate Project Delivery OfficeVirginia Department of Transportation1401 East Broad StreetRichmond, Virginia 23219

RE: Route 7 Widening and Bridge Rehabilitation over Dulles Toll Road and Airport Access HighwayState Project No.: 0007-029-139, P101, R201, C501, B617, B618;Federal Project No.: BR-5401 (738)Contract ID Number: C00082135DB77

Dear Mr. Kindy:

The Lane Construction Corporation (LANE) is pleased to offer our Letter of Submittal for the above referenced project to the Virginia Department of Transportation (VDOT). Our response contains all information requested in the Request for Proposals (RFP) and subsequent Addenda. LANE is teamed with Johnson, Mirmiran, and Thompson, Inc. (JMT) as the Lead Designer. The LANE Team has assembled committed personnel, with proven delivery of VDOT’s requirements to meet the quality, safety, and schedule demands of this Project.

4.1.1 Identification of Legal Entity Who Will Execute the Contract with VDOT: Mr. Richard A. McDonough is the authorized representative and Point of Contact for the LANE Team for all matters associated with this project.

The Lane Construction Corporation14500 Avion Parkway, Suite 200Chantilly, VA 20151

4.1.2 Offeror’s Intent: LANE’s intention is to enter into a contract with VDOT for the Project in accordance with the terms of the RFP.

4.1.3 120 Day Declaration: Pursuant to Part 1, Section 8.2, LANE declares that the offer represented by this Proposal will remain in full force and effect for one hundred twenty (120) days after the date of the Letter of Submittal and Attachments are submitted to VDOT.

4.1.4 Identification of the Point of Contact: Mr. Richard A. McDonough is the authorized representative and Point of Contact for the LANE Team.

The Lane Construction Corporation, Senior National Pursuits ManagerRichard A. McDonough14500 Avion Parkway, Suite 200Chantilly, VA 20151Tel: (703) 222-5670 Fax: (703) 222-5960Email: [email protected]

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Route 7 Widening and Bridge Rehabilitation over DTR and AAH

4 . 2 A T T A C H M E N T S T O T H E L E T T E R O F S U B M I T T A L Page | 3

There are no changes from Section 3.3.2 of the SOQ

submitted to VDOT and dated June 19, 2014.

A T T A C H M E N T S T O T H E L E T T E R O F S U B M I T T A L 4.2 |

4.2.1 Confirmation of SOQ Information

LANE confirms all information presented in the Statement of Qualifications (SOQ) remains true and accurate in accordance with Part 1, Section 11.4. As demonstrated in the organizational chart presented on the following page, the Team proposed by LANE, including but not limited to our organizational structure, lead contractor, lead designer, key personnel, and other individuals identified pursuant to Part 1, Section 4.2, will remain intact for the duration of the contract. Organizational Chart

Under the leadership of our Design-Build Manager, Mr. Kenneth K. Prince, PE, the LANE Team is structured to effectively manage and deliver the design and construction of this project. The LANE Team is organized to provide VDOT with a single-source point of contact, responsible for all design and construction activities. Our team organization has a straightforward chain of command, with individual tasks and functional responsibilities clearly identified. This organizational chart identifies key personnel and major functions to be performed for the successful management, design, and construction of the project. No changes have been made to the Offeror’s organizational structure, Lead Contractor, Lead Designer, Key Personnel or other individuals identified in the Offeror’s SOQ (dated June 19, 2014). Though reporting relationships are rigid, the lines of communication within the team will remain fluid and flexible to meet the requirements of each individual project task. In order to prevent unnecessary project delays, at times it may be prudent for other members within the LANE Team to communicate directly with their counterparts at VDOT. This will be directed and authorized in advance by Mr. Prince and the VDOT Project Manager.

Likewise, there have been no revisions made to the narrative describing the functional relationships among participants for the organizational chart. Please find this narrative below, exactly as it was submitted with our SOQ on June 19, 2014.

Functional and Reporting Relationships of Key Personnel

D-B Project Manager (DBPM), Mr. Kenneth Prince, PE (LANE) will report to VDOT and serves as VDOT’s central point of contact. He will facilitate communication among team partners and adjacent projects, monitor design efforts to proactively eliminate potential constructability issues prior to breaking ground, and delegate resources to deliver the project on time. It will be his responsibility to work with the Team to ensure that the design complies with the owner’s specifications. Mr. Prince’s management from design through construction will include weekly design and construction meetings to discuss how the Team will construct the project. Additionally, he is responsible for construction quality management and contract administration. Quality Assurance Manager, Mr. Richard Allen, PE (QCS) will report directly to the DBPM on all quality issues. Any item of work failing to meet minimum standards will be rejected and corrected immediately. Construction personnel have no authority over QA inspection staff, and issues raised by construction personnel will be resolved by Mr. Allen and the DBPM. Mr. Allen will keep VDOT informed on the status of quality of construction and issues/solutions through weekly reports and progress meetings. As QAM, Mr. Allen holds the authority to shut down the job if quality issues warrant. Quality Assurance Inspector, Mr. Craig Clatterbuck (QCS), will report directly to the QAM, and will be assigned to the project on a full-time basis for the duration of the project. Specialized Engineering will report to QCS and will perform QA testing.



Design Manager, Mr. William Schaub, PE (JMT) will report directly to the DBPM. Mr. Schaub will maintain close communication with the DBPM and will ensure the Project is completed in accordance with the requirements of the contract documents. He is responsible for coordinating all design disciplines and ensuring the overall project design is in conformance with project documents; all design disciplines report directly to Mr. Schaub. He will provide VDOT with design plans for review and approval to confirm that the design work is constructable and complies with the requirements of the Contract Documents. Mr. Schaub is also responsible for establishing oversight of the QA/QC program for each design discipline of the project. He will be assisted by Mr. Bob Reed, PE who will provide an independent design QA audit. The design QC will be coordinated by Mr. Lee Priestas, PE and will be performed at the office where the work is conducted by a qualified independent staff person of each team member.

Construction Manager, Ed Pascual (LANE) will report directly to the DBPM. His daily duties include: safety, coordination of all project personnel including subcontractors, QC and QA. He holds ultimate responsibility for managing the project schedule with his staff engineer and to coordinate daily with the adjacent projects underway. He will coordinate daily meetings with the QA Lead Inspector to discuss all ongoing construction activities. He will also review all QC reports and lab results. Anything that is not meeting standards will be addressed immediately with corrective actions mandated that same day. Currently Mr. Pascual has recently completed his duties on the I-95 Express Lanes project and is currently assisting with Technical Proposals. He will available immediately upon award of this project. Mr. Pascual will hold a DEQ RLD Certification and a VDOT ESCCC prior to the commencement of construction.

Other Functional Relationships

The LANE Team also includes the following recognized specialists whom we deem critical to this Project, albeit non-key personnel as defined by the RFQ; their qualifications are provided below.

Design QA – Mr. Bob Reed, PE (JMT) and Design QC – Lee Priestas, PE (JMT) will report directly to the Design Manager. With more than 35 years’ experience apiece, they are both thoroughly familiar with VDOT QA/QC Guidelines and the complete design process related to transportation projects. Mr. Reed is JMT’s Design QC Manager for Route 3 Widening D-B and Project Manager for the Final Design of Jones Branch Connector in Tysons for Fairfax County and VDOT. He has assisted VDOT with D-B projects including Sycolin Road overpass of Route 7/15 Bypass, Pacific Blvd, and Battlefield Blvd. Mr. Priestas previously served as the Director of Public Works/County Engineer for Henrico County in charge of quality for all projects. He has extensive experience in traffic control devices (signs, signals, and pavement markings), roadway design, as well as traffic control for work areas and special events.

Public Relations Manager – Ms. Susan Sharp (Sharp & Co.), will report directly to the DBPM. Ms. Sharp has over 35 years of professional experience in strategic planning, electronic and print information, communication and marketing, information architecture, creation and implementation of effective communication strategies, marketing communications, and public involvement. She will provide public involvement/relations and assist the Team with stakeholder coordination and public participation activities. She and the DBPM will work at the direction of VDOT to develop and implement a public participation program which may include conducting both public information and individual one-on-one meetings, developing and updating a project website, preparing monthly project mailers, and securing media coverage.

The following design professionals will report directly to Mr. Schaub, the Design Manager.

Rodney Hayzlett, PE

Roadway

20 yrs. experience in the management and design of advanced technical urban and rural roadway projects in VA; ranging from minor improvements to reconstruction and widening of interstate-type roadways including major drainage improvements. PM on Route 7 Phase 1 & 2 and Project Engineering on Fairfax County Parkway D-B.

Trip Phaup, PE Structures

25 yrs. experience in the analysis, design, and preparation of preliminary and final plans, special provisions, and construction cost estimates for a variety of highway, railway, and miscellaneous structures. PM on VDOT’s Route 61 Bridge Replacement and Structural



QA/QC on the Fairfax County Parkway.

Randy Boice, PE Traffic/TMP

22 yrs. experience in traffic engineering, highway and traffic signal system design, and traffic management system analysis and design, and the design of communications systems between central operations centers and field equipment. Senior Traffic Engineer on several VA projects including Route 7, North Area Roads, & Fairfax County Parkway.

Dave Malinoski, PE

Utilities

34 yrs. experience in the management and design of utility, transportation and site improvement projects. Experience includes utility conflict analysis, scheduling and in-plan design deliverables for numerous utilities. Has provided services for interstate, arterial and secondary roadways constructed including LANE’s I-495 Express Lanes project.

Scott Rasmussen, PLA Bicycle/Pedestrian

22 yrs. experience in landscape architecture including landscape studies, aesthetic analysis and environmental planning. His expertise relates to recreational planning and design, pedestrian and bicycle planning, as well as landscape architecture specific to transportation facilities. PLA on the DDOT 11th Street Corridor and Route 7 Phase 1 & 2 projects.

The following construction professionals will report directly to Mr. Pascual, the Construction Manager.

Dennis Rodkey Roadway

Superintendent

33 yrs. experience transportation related projects. Roadway Superintendent on numerous VDOT jobs including I-95 Express Lanes. Worked with DBPM on Dulles Metrorail and North Area Roads projects and is extremely familiar with roadway construction in Tysons.

Les Burdett Structures

Superintendent

42 yrs. of experience in the construction industry. Responsible for the construction of bridges, retaining walls, noise walls and miscellaneous structure work. Worked with CM on the Rt. 7 corridor for the I-495 Express Lanes as a Structures Superintendent.

Mike Leitch MOT Manager

8 yrs. of construction experience. Ensures all MOT operations are in accordance with approved plans and contract documents, reviews MOT designs, plans the MOT installations, supervises multiple MOT crews, and coordinates with the adjacent projects, stakeholders, and Owner. MOT Manager on I-95 Express Lanes and Asst. MOT Manager on I-495 Express Lanes.

Wayne Lindsay Utility Manager

30 yrs. experience in heavy civil roadway construction. Coordinates with all respective utility companies, ensures strict compliance of all SCC regulations, and handles utility relocations. Utility Manager on I-95 Express Lanes and I-495 Express Lanes.

Tom Alexander SUP

Superintendent

35 yrs. of experience in the construction industry; Responsible for the hands-on, day-to day construction of the shared use paths, pedestrian tunnels, and all associated components; Structures/Bridge Superintendent on I-95 Express Lanes, I-495 Express Lanes, Woodrow Wilson Bridge, and WMATA Blue Line Extension.



The following design professionals will report directly to Mr. Schaub, the Design Manager.



4.2.2 Conceptual Roadway Plans

The Conceptual Roadway Plans showing the general Project layout are included in Volume 2. They include copies of (a) plan view indicating the number of lanes specified in the RFP Information Package, and (b) typical sections of the proposed improvements to Route 7. The Conceptual Roadway Plans meet the requirements of the Design Criteria Table (Attachment 2.2 of Part 2) and indicate that the limits of construction are within the existing/proposed right-of- way limits shown in the RFP Conceptual Plans.

4.2.3 Conceptual Bridge Plans

The Conceptual Bridge Plans showing the type, size and location for the proposed new bridge are included in Volume 2. Copies of an elevation view, transverse section, and abutment and pier configurations have been provided. The Conceptual Bridge Plans meet all applicable geometric requirements of VDOT’s Structure and Bridge Manual, in Volume V, Part 2.



4.2.4 Proposal Schedule and Narrative

The LANE Team has thoroughly evaluated the RFP documents, performed numerous site visits, attended the pre-proposal meeting, participated in proprietary meeting discussions, and held numerous working sessions amongst our design and construction teams in order to plan the most safe and efficient method for completing this important project. Through this progression, we have developed a solution to deliver the Project as outlined on or ahead of schedule. This narrative explains how we will deliver a highly successful Project to VDOT and to the satisfaction of all stakeholders.

4.2.4.1 Proposal Schedule

The Proposal Schedule is located at the end of this section.

4.2.4.2 Proposal Schedule Narrative

The LANE Team has developed the Proposal Schedule narrative illustrating our overall plan to successfully execute the work in accordance with the contract documents. The narrative provides an overall description of the key milestones, including the design and construction activities as well as construction phasing and sequencing. The Critical Path and relative assumptions are also discussed.

KEY MILESTONES The LANE Team is committed to a completion date of September 1, 2017. The table below identifies Key Milestone dates, which in order to be met, will require coordination not only between the Design Build Team and VDOT but also other reviewing agencies (WMATA, MWAA) as well as the entire Tysons community. Post Project award, The LANE Team, comprised of experienced team members, will implement our assertive design-build approach and local experience and relationships to potentially improve these dates.

Key Milestone Milestone Date

Notice of Intent to Award April 20, 2015

CTB Approval / Notice of Award May 20, 2015

Design-Build Contract Execution June 18, 2015

Notice to Proceed June 25, 2015

Scope Validation Period Complete October 22, 2015

Start of Construction November 4, 2015

Final Completion Date September 1, 2017



WORK BREAKDOWN STRUCTURE (WBS) The WBS is a multi-level, hierarchical arrangement of the Work to be performed on the Project. The LANE Team has laid out the WBS to break down the major phases of the Project by design area, type of work, and phasing.

The WBS Areas for the Project have been developed as a collaborative effort between the design and construction teams by looking at the Project as a whole, including the Type of Work along the alignment(s), in addition to design considerations and management of the construction efforts. Levels 2 and 3 of the WBS depicted in the Proposal Schedule include the following items:

o Scope Validation Period: includes the Scope Validation Period activity for the Project. o Environmental/Permitting: comprises the activities required to obtain the necessary

environmental permits such as Water Quality, stormwater monitoring, and noise evaluations. o ROW Acquisition: details the acquisition process for the ROW required including title

research, appraisals, appraisal reviews, offers, and negotiations. o Design: includes preliminary engineering services, plan development, QA/QC review, VDOT,

MWAA and WMATA review and approval of the plans. This section includes additional levels to the WBS - grouping the design activities by type of design submission packages including Geotechnical, Structures, and Roadway.

o Utility Coordination and Relocations: includes the activities for UFI meetings, preparation of preliminary engineering (PE) estimates, approval of PE estimates, utility relocation design by utility owner, approval of the utility design, and relocation of utilities for construction.

o Construction: includes all the components of the roadway and bridge construction, including but not limited to MOT, erosion & sediment controls, QA/QC, stormwater management, signals, drainage, lighting, and bridge and roadway improvements. This section has been further subdivided into construction phases.

CALENDARS Seven project calendars are used in the Schedule and include:

1. “7-Day” – Based on seven days per week and is used for review periods and milestones. 2. “5-Day Admin” – Based on five working days per week and includes holiday restrictions. Used for

design activities and work not impacted by adverse weather. 3. “5-Day Typical” – Based on five working days per week, holiday restrictions, and anticipated

weather days. Used for construction activities. 4. “5-Day Concrete” – Based on five working days per week, holiday restrictions, anticipated weather

with non-working periods from December through February.

Rte 7

Design Procurement Construction

ROW Acquisition

Environ / PermitsRoadway Utility

RelocatesScope

Validation Phase I Phase IIIPhase II Shared Use Path

Rdwy

Bridge

Rdwy

Bridge

Rdwy

Bridge

By Quardant

Retaining Walls

Bridge

Drainage



5. “Weekend” – Based on a weekend closure (9pm Friday to 5am Monday) 6. “5-Day Asphalt Paving – Base/Interim Courses” – Based on the 5-Day Typical with non-working

periods from December through February. 7. “5-Day Asphalt Paving – Surface Course”– Based on the 5-Day Typical with non-working

periods from November through March. ACTIVITY IDENTIFICATION The Proposal Schedule activity identification number is based on a ‘smart’ activity identification in which a unique alphanumeric is utilized. Each activity identification is broken down into four parts identifying Location, Phase, Work Element, and a unique identifier, described in detail below. An example is 000-MS-9020.

A. Location - The first digit in the activity identification number pertains to the location with

the abbreviation and order as follows:

• 0 - Route 7 Widening • D - Design Engineering • Q - Quality Assurance/Quality Control • 1 - Phase 1 Construction • 2 - Phase 2 Construction • 3 - Phase 3 Construction • S - Shared Use Path Construction

B. Work Element - Letters second and third in the activity identification number pertain to the

types of work with the abbreviations as follows:

• MS - Milestone • P - Procurement (Shop Drawings / Fabrication / Delivery) • RW - Right-of-Way • EV - Environmental • GD - Geotechnical Design • RD - Roadway Design • SD - Structures Design • PI - Public Involvement • UT - Utility Relocation • IT - QA/QC Inspection & Testing • R - Roadway Construction • B - Bridge Construction • NW - Northwest Quadrant • NE - Northeast Quadrant • SW - Southwest Quadrant • SE - Southeast Quadrant

C. Unique Identifier -The last four digits in the activity identification structure are numeric

increments starting with ten, and incremented in steps of ten. This is done to leave ample room between activities so that additional activities may be inserted as necessary.



PLAN AND STRATEGY DESIGN The design phase includes preparation, QA/QC reviews, and submission of Intermediate, Final, and Ready for Construction (RFC) design stages of the Project. Included are the 21-day periods for VDOT, Fairfax County, MWAA, and FHWA review and approval as well as a 30-day period for WMATA reviews. Survey coordination and mapping and utility designations are included to support the plan preparation. Additional activities are included for geotechnical investigations, reports, and a 21-day period for VDOT’s review of the geotechnical reports prior to our submission of the final roadway packages. Hold Points such as environmental permit approvals and subsequent release by the VDOT Project Manager have been built into the design schedule. Our team has made the decision to begin design immediately upon Notice of Intent to Award to begin advancing the concept plans to the intermediate stage. Design efforts for the respective project elements are on the critical path.

Environmental Permitting Our baseline schedule will contain all necessary environmental and permitting activities as required. All permitted construction activities will be a hold point to ensure no work is performed without the appropriate permits in place. Additional hold points will also exist for ROW Authorization (EQ-201) and our Stormwater Pollution and Prevention Plan (SWPPP) approval for coverage under the Virginia Pollution Discharge Elimination System (VPDES) General Construction Permit.

ROW Acquisition There are only minor Right-of-Way acquisitions and easements planned for this project which have been included; these are not expected to affect the schedule since the majority of the project construction is contained in existing Right-of-Way.

Utility Relocations To advance the relocation of utilities as seamlessly as possible, the LANE Team will meet early on with all affected utility owners to develop and confirm our understanding of how both the Project and utility owner goals will align with the project schedule. We will conduct early coordination with all utility owners including completion of UT9 Forms, defining right-of-way, “prior rights”, and establishing the relocation/reconstruction expectations and costs. We have identified key milestones including meeting with the VDOT Regional Utility Manager, the required Utility Field Inspection meeting, and sequenced utility relocations to match the required work operations for the Project in the project schedule. Due to the extent of utility relocations and the fast-pace construction schedule, we will have some concurrent construction and utility relocation work within the same proximity. The LANE Team will at all times adhere to the Utility Manual of Instructions; Utility Relocation Policies & Procedures Manual (Utility Manual). In addition, it will be the DB’s responsibility to coordinate the utility relocation with MWAA for utilities that may be attached to the rehabilitated bridge.

QA/QC Inspection & Testing QA/QC activities will be performed as required in the contract documents and relevant tasks are included in our proposal schedule:

1. QA/QC Plan Submittal 2. QA/QC Plan Presentation 3. QA/QC review of design packages 4. Preparatory Inspection Meetings 5. Witness and Hold Points 6. VDOT Inspections



CONSTRUCTION Critical Path The Route 7 Widening Project will improve the structurally deficient twin bridges spanning the Dulles Toll Road and Airport Access Highway. The project will ensure the bridges and shared use path meet the current design standards. To ensure the project is completed by the contractual deadline of September 1, 2017 the critical path for the project is as follows:

• Development and Approval of the Stage I TS&L Preliminary Bridge Design • Submission and Approval of Structural Steel Shop Drawings • Fabrications and Delivery of Structural Steel Girders • Construction of Phase I – Westbound Superstructure (partial) • Construction of Phase II – Eastbound Structure • Construction of Phase III – Completion of Westbound Structure

KEY ASSUMPTIONS The LANE Team has made the following key assumptions upon which the Proposal Schedule is based: Interaction and Interface with the Owner Timely and effective communication between LANE, VDOT, MWAA and WMATA as well as all other stakeholders is integral to the success of the Project throughout design and construction. Co-location of key team members and a structured system of coordination meetings will enhance the ability of the team to make rapid decisions in coordination with VDOT and identification of issues early through open communication. Because of multiple agency reviews, extensive coordination will be required to gain submittal approvals in a timely manner.

Work Hours, Overtime Work, and Additional Shifts The LANE Team will work both single shifts and multiple shifts as necessary for various construction activities. As per the RFP, we do not have extended ramp or lane closures built into our schedule.

SCHEDULE MANAGEMENT Through our experience gained by successfully delivering challenging design-build roadway projects on-time, the LANE Team has developed scheduling protocols to govern the development, implementation, updating, and recovery of the CPM schedule through each of the Project’s phases. These methods have proven effective as evidenced by the fact that every design-build project by our team has finished either on-time or ahead of schedule.

Open and honest communication leads to effective coordination. The Project Schedule is the primary means for the LANE Team to communicate the design and construction plan to the Team, VDOT, and stakeholders. It includes planned means and methods, sequencing, resource utilization, and timing. The schedule provides the framework for planning and scheduling the day-to-day work. The schedule is the critical tool used to monitor and measure progress for the Project.

Development For any design-build project it is imperative that the project team develops a detailed CPM schedule that considers the interrelationships among all the of the design-build disciplines. The LANE Team has developed the Proposal Schedule that includes a WBS to clearly delineate the respective tasks of each discipline manager, including design, environmental permitting, right-of-way, utilities, and construction.

In order to prepare the Baseline Schedule, each discipline team will be responsible for producing a schedule to govern their own respective work elements and provide insight into how their schedule activities affect and are affected by activities in other areas of the Project. The Design-Build Project Manager (DBPM) will hold schedule development meetings attended by all disciplines, including the Design Manager (DM) and



Construction Manager (CM) to review the individual discipline schedules and integrate them into the overall project schedule. These meetings ensure that:

• The work packages for the Project are comprehensive enough to define the work with all activities delineated

• The work packages are integrated within the Project and among each of the disciplines to generate a clearly defined critical path, confirm that the critical path is both logical as well as feasible, and that the schedule shows that the Project will complete on-time or ahead of schedule.

• Each discipline manager understands the schedule(s) of their counterparts and how their work inter-relates with the other elements.

• Each discipline manager understands how their respective work affects the overall critical path of the Project and the priorities of the DBPM and other discipline managers.

• The schedule meets the requirements of the Contract. These meetings enable the LANE Team to create a Proposal Schedule that has been jointly prepared and agreed to by all of the discipline managers, providing realistic expectations of the schedule of work to be completed by all team members and third parties during the course of concurrent activities on the Project.

Implementation The Proposal Schedule will be updated and submitted to VDOT within 15 days of Notice to Proceed as our Preliminary Schedule. The Baseline Schedule will be finalized and submitted to VDOT within 90 calendar days of Notice to Proceed. The Baseline Schedule will include cost and resource loading, all submittals required by the Contract Documents as well as a definitive critical path. Key personnel representing all disciplines (design, construction, safety, quality, controls, and procurement) will engage and actively begin in-depth planning of the project activities and refinement to the schedule.

Throughout the design phase of the Project, as more detailed plans are developed and utility conflicts are verified, schedule meetings will continue to be held in order to further develop the Baseline Schedule. This schedule will be utilized by all Team members to plan and track the progress of their work. It will be submitted to VDOT for review and approval, and implemented during the planning phases for utilities, right-of-way, design, and subcontractor/supplier scope and purchasing.

A three (3) week look ahead schedule will be prepared and weekly meetings conducted with participation from all disciplines to track progress as well as determine areas of work where modifications or re-sequencing needs to be developed. Specific milestones dates from the schedule will be written into subcontracts and purchase orders, making these entities contractually responsible for meeting schedule deadlines.

Updating Process Each month starting with the month following Notice to Proceed, the Preliminary Schedule will be updated as the LANE Team prepares, submits, and receives approval on the Baseline Schedule. Once the Baseline Schedule is approved, it will be updated and submitted to VDOT for approval monthly until Final Completion of the Project. Each update will be accompanied with a narrative report and tables as prescribed in the Design-Build Project Schedule special provision. The updated schedule and narrative will reflect:

• Activities started or completed during the period • Actual start and finish dates • Activities on-going during the period • Remaining duration for on-going activities • Modified relationships to correct out-of-sequence progress • Modified relationships to reflect the LANE Team’s plan to complete the remaining work • Change Orders • Relief Events • Compensation Events



The Scheduling Engineer under the guidance of the DBPM will coordinate the progress updates each month. Updates will be provided by the discipline managers (engineering, utility coordinator, procurement, permit, quality, and construction managers) inclusive of input from the staff engineers. Progress performance will be reviewed and monitored by our DBPM (and VDOT), to identify current or potential schedule issues and recommended mitigation measures.

The schedule will be constantly reviewed and maintained as part of the monthly updating process. Systems used to manage the design and construction sequencing will be clear and concise including:

• Weekly design/construction scheduling and coordination meetings during the design phases • Utility relocation tracking sheets during both the design and construction phases, ROW progress

tracking sheets during both the design and construction phases • Weekly construction scheduling and coordination meetings during the construction phases • Show drawing status tracking sheets • Material submittal and delivery schedules • Non-conformance logs by QC and QA for both design and construction • RFI logs • Regular coordination meetings with our DBPM, DM, CM and disciple leaders • Monthly internal project review meetings by the LANE Team’s Executive Review Committee • Monthly progress/partnering meetings with the major stakeholders.

Weekly Planning/Coordination Meetings In addition to the monthly updates, the LANE Team, at a minimum, will hold weekly Design Scheduling/Coordination Meetings that are run by the DBPM and attended by both the design and construction team managers. Design Scheduling/ Coordination Meetings have been a central tool on our design-build projects to facilitate face-to-face communication between the design and construction managers. For each meeting, the DBPM will review the CPM schedule and identify all activities that were scheduled for completion the previous week or planned for the next two weeks. During these meetings, the Project Team discusses the progress since the last meeting with actual dates for completed activities; critical completion dates for future activities; the addition or deletion of schedule activities as the design evolves; the impact of revised schedule dates on other activities and disciplines; identification of ways to advance the schedule ahead of the planned completion or to mitigate schedule impacts; and general design review, constructability, and determination of means and methods.

After each weekly meeting, the Schedule Engineer will update the CPM schedule and forward copies of an updated “look-ahead” schedule DBPM, DM, CM, and each of the discipline managers identifying the critical dates agreed to during the weekly coordination meeting. This process continues throughout the design period to ensure there is no slippage in the start of utility relocation and construction phases of the Project.

During the utility relocation and construction phases of the Project, the DBPM, CM, DM, Schedule Engineer, QA Manager, QC Manager, and VDOT will continue to meet weekly for a Construction Scheduling/Coordinating Meeting to coordinate necessary QA, QC, Independent Assurance and Independent Verification inspections. At each meeting, the CM will review the work performed during the previous week and outline the schedule activities that will be performed during the forthcoming two weeks.

At the internal weekly meetings, issues/concerns will be identified utilizing the tracking aids previously mentioned. Action items will be identified and assigned to the responsible party who can resolve it. Three-week “look-ahead schedules” will be prepared and discussed to analyze schedule and quantity impacts. Similar information will be discussed and action items assigned at the Monthly Progress/Partnering meetings with key stakeholders. Other stakeholders may be invited as required for anticipated issues during the upcoming schedule activities.



Schedule Recovery Process If during the course of the Project, changes or unforeseen circumstances arise that impact the project schedule, the LANE Team will immediately notify VDOT (and other appropriate stakeholders) and complete a Time Impact Analysis (TIA) and prepare a schedule recovery plan to recover lost time. This plan may include increasing work shifts, adding crews and resources to construct critical path activities concurrently, changing MOT schemes and/or modifying the design to remove activities from the critical path. Schedule recovery may require adjustments by any or all of the discipline managers including: design, permitting, right-of-way, utility relocation, and construction. In the event all other design-build disciplines have completed their tasks, re-sequencing the construction schedule by the Construction Manager will be the primary focus to mitigate impacts.

SUMMARY The LANE Team has developed a Proposal Schedule and Narrative that demonstrates our understanding of the complexities and interrelationships of both the technical elements as well as the distinct elements of the Project. Additionally, our Proposal Schedule takes into account internal plan reviews, VDOT plan reviews and approvals, environmental permitting, ROW acquisitions, utility relocations, and construction activities.

The LANE Team is committed to continuously improve the enclosed Proposal Schedule to better serve VDOT, associated stakeholders, and the traveling public. Upon issuance of NTP, all team members will actively work to make this Project a success for VDOT and the citizens of Virginia.

Activity ID Activity Name OriginalDuration

Start Finish

Route 7 Widening & Bridge Rehab over Dulles Toll RdRoute 7 Widening & Bridge Rehab over Dulles Toll RdRoute 7 Widening & Bridge Rehab over Dulles Toll RdRoute 7 Widening & Bridge Rehab over Dulles Toll RdRoute 7 Widening & Bridge Rehab over Dulles Toll Rd0-MS-0010 Submission of Letter of Submittal - March 9, 2015 0 09-Mar-15

0-MS-0020 Submission of Price Proposal - April 9, 2015 0 09-Apr-15*

0-MS-0030 Open Price Proposal - April 13, 2015 0 13-Apr-15*

0-MS-0040 Notice of Intent to Award - April 20, 2015 0 20-Apr-15*

0-MS-0050 CTB Approval / Notice of Award - May 20, 2015 0 20-May-15*

0-MS-0060 Design-Build Contract Execution - June 18, 2015 0 18-Jun-15

0-MS-0070 Notice To Proceed - June 25, 2015 0 25-Jun-15*

0-MS-0080 Final Completion - September 1, 2017 0 01-Sep-17*

DesignDesignDesignDesignDesign

Quality Assurance / Quality ControlQuality Assurance / Quality ControlQuality Assurance / Quality ControlQuality Assurance / Quality ControlQuality Assurance / Quality Control

Q-IT-0010 Prepare QA/QC Plan 10 20-Apr-15 01-May-15

Q-IT-0020 Submit QA/QC Plan - Presentation to VDOT 1 11-May-15 11-May-15

Q-IT-0030 VDOT Review of QA/QC 21 12-May-15 01-Jun-15

Q-IT-0040 Revise and Resubmit QA/QC Plan 5 02-Jun-15 08-Jun-15

Q-IT-0050 QA/QC Plan Approval 21 09-Jun-15 29-Jun-15

Scope ValidationScope ValidationScope ValidationScope ValidationScope Validation

D-GN-0010 Scope Validation Investigations and Findings Report Submittal 120 Days from NTP 120 25-Jun-15 22-Oct-15

D-GN-0020 Scope Validation Review by VDOT and Discussions 21 23-Oct-15 12-Nov-15

Line & Grade / Limit of DisturbanceLine & Grade / Limit of DisturbanceLine & Grade / Limit of DisturbanceLine & Grade / Limit of DisturbanceLine & Grade / Limit of Disturbance

D-GN-0030 Develop and Set Line & Grade and Limits of Disturbance Plans 30 27-Apr-15 08-Jun-15

D-GN-0035 Develop & Submit Abutment A&B E&S Control Plans Phase I 50 27-Apr-15 07-Jul-15

Design Exceptions & WaiversDesign Exceptions & WaiversDesign Exceptions & WaiversDesign Exceptions & WaiversDesign Exceptions & Waivers

D-GN-0040 Complete Exception/Waiver Application & Submit 15 18-May-15 08-Jun-15

D-GN-0050 Agency Review and Meeting if Required 21 09-Jun-15 29-Jun-15

D-GN-0060 Update and Resubmit Exception/Waiver 10 30-Jun-15 14-Jul-15

D-GN-0070 Agency Review and Approval of Exception/Waiver 21 15-Jul-15 04-Aug-15

Supplemental Field SurveysSupplemental Field SurveysSupplemental Field SurveysSupplemental Field SurveysSupplemental Field Surveys

D-GN-0080 Prepare Property Owner Notification Letters for Survey 1 23-Jun-15 23-Jun-15

D-GN-0090 Supplemental Field Surveys 20 09-Jul-15 05-Aug-15

D-GN-0100 Stake Geotechnical Boring Locations 5 09-Jul-15 15-Jul-15

D-GN-0110 Prepare Updated Survey File 10 16-Jul-15 29-Jul-15

D-GN-0120 Set ROW Monumentation after Substantial Completion 20 07-Jun-17 05-Jul-17

Utilities - Delineation, SUEUtilities - Delineation, SUEUtilities - Delineation, SUEUtilities - Delineation, SUEUtilities - Delineation, SUE

D-UT-0010 Prepare Property Owner Notification Letters for Subsurface Utility Engineering (SUE) 1 30-Jun-15 30-Jun-15

D-UT-0020 Perform SUE Designations and Test Holes 20 09-Jul-15 05-Aug-15

D-UT-0030 Prepare Test Hole Data Sheets, UT 9's 15 16-Jul-15 05-Aug-15

D-UT-0040 Meet with VDOT Regional Utility Manager 45 days after NTP 1 10-Aug-15 10-Aug-15

D-UT-0050 Utility Field Inspection (UFI)/ Meeting with Utility Owners 5 18-Aug-15 24-Aug-15

D-UT-0060 Determine Prior Rights, update UT9's 15 25-Aug-15 15-Sep-15

D-UT-0070 Prepare Preliminary Utility Status Report due 120 days after NTP 10 16-Sep-15 29-Sep-15

D-UT-0080 Prepare and Submit Updated Subsurface Utility Information, UT9's 15 30-Sep-15 20-Oct-15

Existing Drainage CulvertsExisting Drainage CulvertsExisting Drainage CulvertsExisting Drainage CulvertsExisting Drainage Culverts

D-RD-0010 Visual/Video Inspection of Existing Culverts - By Lane 5 29-Jun-15 06-Jul-15

D-RD-0020 Assess Structural Condition of Existing Culverts, Prepare & Submit Report 15 07-Jul-15 27-Jul-15

D-RD-0030 VDOT Review & Approve Existing Drainage Culverts Report 21 28-Jul-15 17-Aug-15

Utility DesignUtility DesignUtility DesignUtility DesignUtility Design

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

Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1

2015 2016 2017 2018

Submission of Letter of Submittal - March 9, 2015

Submission of Price Proposal - April 9, 2015

Open Price Proposal - April 13, 2015

Notice of Intent to Award - April 20, 2015

CTB Approval / Notice of Award - May 20, 2015

Design-Build Contract Execution - June 18, 2015

Notice To Proceed - June 25, 2015

Final Completion - September 1, 2017

Prepare QA/QC Plan

Submit QA/QC Plan - Presentation to VDOT

VDOT Review of QA/QC

Revise and Resubmit QA/QC Plan

QA/QC Plan Approval

Scope Validation Investigations and Findings Report Submittal 120 Days from NTP

Scope Validation Review by VDOT and Discussions

Develop and Set Line & Grade and Limits of Disturbance Plans

Develop & Submit Abutment A&B E&S Control Plans Phase I

Complete Exception/Waiver Application & Submit

Agency Review and Meeting if Required

Update and Resubmit Exception/Waiver

Agency Review and Approval of Exception/Waiver

Prepare Property Owner Notification Letters for Survey

Supplemental Field Surveys

Stake Geotechnical Boring Locations

Prepare Updated Survey File

Set ROW Monumentation after Substantial Completion

Prepare Property Owner Notification Letters for Subsurface Utility Engineering (SUE)

Perform SUE Designations and Test Holes

Prepare Test Hole Data Sheets, UT 9's

Meet with VDOT Regional Utility Manager 45 days after NTP

Utility Field Inspection (UFI)/ Meeting with Utility Owners

Determine Prior Rights, update UT9's

Prepare Preliminary Utility Status Report due 120 days after NTP

Prepare and Submit Updated Subsurface Utility Information, UT9's

Visual/Video Inspection of Existing Culverts - By Lane

Assess Structural Condition of Existing Culverts, Prepare & Submit Report

VDOT Review & Approve Existing Drainage Culverts Report

Route 7 Widening Bridge Rehab over Dulles Toll Rd

Remaining Level of Effort Remaining Work Critical Remaining Work Milestone Page 1 of 10

S-1


Start Finish

D-UT-0090 Dominion Virginia Power Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0100 Washington Gas Plan & Estimate 60 16-Sep-15 09-Dec-15

D-UT-0110 Fiberlight Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0120 Verizon Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0130 Verizon Business (MCI) Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0140 Century Link Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0150 Fairfax County Public Works Plan and Estimate 60 16-Sep-15 09-Dec-15

D-UT-0160 Review Utility P & E and Issue Letter of No Conflict with Proposed Design 5 10-Dec-15 16-Dec-15

D-UT-0170 DB Team Receive Written Approval from VDOT to Commence Relocations 21 17-Dec-15 06-Jan-16

Noise EvaluationNoise EvaluationNoise EvaluationNoise EvaluationNoise Evaluation

D-NE-0010 Evaluate Existing TNM Models 10 25-Jun-15 09-Jul-15

D-NE-0020 Incorporate Proposed Alignments in Noise Model and Evaluate 20 10-Jul-15 06-Aug-15

D-NE-0030 Develop Draft Noise Abatement Design Report (NADR) and Submit 20 07-Aug-15 03-Sep-15

D-NE-0040 VDOT & Others Review and Comment 21 04-Sep-15 24-Sep-15

D-NE-0050 Address Comments and Submit Final NADR and Model 10 25-Sep-15 08-Oct-15

D-NE-0060 Receive VDOT & FHWA Concurrence on NADR 21 09-Oct-15 29-Oct-15

D-NE-0070 Prepare and Mail Letters to Benefitted Receptors 1 30-Oct-15 30-Oct-15

D-NE-0080 Complete Citizen Survey - VDOT Issues Second Concurrence Letter 45 02-Nov-15 06-Jan-16

D-NE-0090 Plan Submittal with Certification from Noise Consultant 1 07-Jan-16 07-Jan-16

Geotechnical Engineering & Subsurface InvestigationsGeotechnical Engineering & Subsurface InvestigationsGeotechnical Engineering & Subsurface InvestigationsGeotechnical Engineering & Subsurface InvestigationsGeotechnical Engineering & Subsurface Investigations

D-GD-0010 Complete Boring Location Plan 10 23-Jun-15 07-Jul-15

D-GD-0020 Prepare Property Owner Notification Letters for Geotechnical Investigations 1 23-Jun-15 23-Jun-15

D-GD-0030 Secure Permits and Clear Utilities as Required 15 08-Jul-15 28-Jul-15

D-GD-0040 Subsurface Investigations 30 16-Jul-15 26-Aug-15

D-GD-0050 Boring Logs and Lab Work for Scope Validation 15 23-Jul-15 12-Aug-15

D-GD-0060 Boring Logs and Lab Work 20 06-Aug-15 02-Sep-15

Geotechnical Engineering - Analysis & ReportsGeotechnical Engineering - Analysis & ReportsGeotechnical Engineering - Analysis & ReportsGeotechnical Engineering - Analysis & ReportsGeotechnical Engineering - Analysis & Reports

D-GD-0070 Geotech Design & Submit-Scope Validation Report 20 17-Sep-15 15-Oct-15

D-GD-0080 Geotech Design & Submit-Structure Report - Bridge 20 13-Aug-15 10-Sep-15

D-GD-0090 Geotech Design & Submit-Structure Reports - Retaining & Noise Walls, & Arches 20 20-Aug-15 17-Sep-15

D-GD-0100 Geotech Design & Submit-Roadway, Utility and Slopes Report 20 27-Aug-15 24-Sep-15

D-GD-0110 Geotech Design & Submit-Pavement Report 20 27-Aug-15 24-Sep-15

D-GD-0120 Geotech Design & Submit-Storm Water Report 20 27-Aug-15 24-Sep-15

D-GD-0130 Geotech Design & Submit-Pedestrian Overpass Structure 20 13-Aug-15 10-Sep-15

D-GD-0140 Agency Review -Structure Report-Bridge 21 11-Sep-15 01-Oct-15

D-GD-0150 Agency Review -Structure Reports-Retaining & Noise Walls, & Arches 21 18-Sep-15 08-Oct-15

D-GD-0160 Agency Review -Roadway, Utility and Slopes Report 21 25-Sep-15 15-Oct-15

D-GD-0170 Agency Review-Pavement Report 21 25-Sep-15 15-Oct-15

D-GD-0180 Agency Review -Storm Water Report 21 25-Sep-15 15-Oct-15

D-GD-0190 Agency Review -Pedestrian Overpass Structure Report 21 11-Sep-15 01-Oct-15

D-GD-0200 Resolve Review Comments and Submit Final - Structure Reports - Bridge 25 11-Sep-15 15-Oct-15

D-GD-0210 Resolve Review Comments and Submit Final - Structure Reports - Retaining & Noise Walls & Arches 25 18-Sep-15 22-Oct-15

D-GD-0220 Resolve Review Comments and Submit Final - Roadway, Utility and Slopes Report 25 25-Sep-15 29-Oct-15

D-GD-0230 Resolve Review Comments and Submit Final - Pavement Report 25 25-Sep-15 29-Oct-15

D-GD-0240 Resolve Review Comments and Submit Final - Storm Water Reports 25 25-Sep-15 29-Oct-15

D-GD-0250 Resolve Review Comments and Submit Final - Pedestrian Overpass Structure Report 25 11-Sep-15 15-Oct-15

Environmental & PermitsEnvironmental & PermitsEnvironmental & PermitsEnvironmental & PermitsEnvironmental & Permits

D-EV-0010 Prepare Property Owner Letters (POL) for Environmental Surveys 1 29-Jun-15 29-Jun-15



2015 2016 2017 2018

Dominion Virginia Power Plan and Estimate

Washington Gas Plan & Estimate

Fiberlight Plan and Estimate

Verizon Plan and Estimate

Verizon Business (MCI) Plan and Estimate

Century Link Plan and Estimate

Fairfax County Public Works Plan and Estimate

Review Utility P & E and Issue Letter of No Conflict with Proposed Design

DB Team Receive Written Approval from VDOT to Commence Relocations

Evaluate Existing TNM Models

Incorporate Proposed Alignments in Noise Model and Evaluate

Develop Draft Noise Abatement Design Report (NADR) and Submit

VDOT & Others Review and Comment

Address Comments and Submit Final NADR and Model

Receive VDOT & FHWA Concurrence on NADR

Prepare and Mail Letters to Benefitted Receptors

Complete Citizen Survey - VDOT Issues Second Concurrence Letter

Plan Submittal with Certification from Noise Consultant

Complete Boring Location Plan

Prepare Property Owner Notification Letters for Geotechnical Investigations

Secure Permits and Clear Utilities as Required

Subsurface Investigations

Boring Logs and Lab Work for Scope Validation

Boring Logs and Lab Work

Geotech Design & Submit-Scope Validation Report

Geotech Design & Submit-Structure Report - Bridge

Geotech Design & Submit-Structure Reports - Retaining & Noise Walls, & Arches

Geotech Design & Submit-Roadway, Utility and Slopes Report

Geotech Design & Submit-Pavement Report

Geotech Design & Submit-Storm Water Report

Geotech Design & Submit-Pedestrian Overpass Structure

Agency Review -Structure Report-Bridge

Agency Review -Structure Reports-Retaining & Noise Walls, & Arches

Agency Review -Roadway, Utility and Slopes Report

Agency Review-Pavement Report

Agency Review -Storm Water Report

Agency Review -Pedestrian Overpass Structure Report

Resolve Review Comments and Submit Final - Structure Reports - Bridge

Resolve Review Comments and Submit Final - Structure Reports - Retaining & Noise Walls & Arches

Resolve Review Comments and Submit Final - Roadway, Utility and Slopes Report

Resolve Review Comments and Submit Final - Pavement Report

Resolve Review Comments and Submit Final - Storm Water Reports

Resolve Review Comments and Submit Final - Pedestrian Overpass Structure Report

Prepare Property Owner Letters (POL) for Environmental Surveys



S-2


Start Finish

Hazardous Materials InvestigationsHazardous Materials InvestigationsHazardous Materials InvestigationsHazardous Materials InvestigationsHazardous Materials Investigations

D-EV-0020 Asbestos Inventory Report (Bridges) 10 22-Jul-15 04-Aug-15

D-EV-0030 VDOT Review and Approval of Hazardous Materials Reports 21 05-Aug-15 25-Aug-15

Permitting & Stormwater MonitoringPermitting & Stormwater MonitoringPermitting & Stormwater MonitoringPermitting & Stormwater MonitoringPermitting & Stormwater Monitoring

D-EV-0040 Field Verification Determination - No Wetlands 5 30-Jun-15 07-Jul-15

D-EV-0050 Notify VDOT of Determination that No Water Quality Permits Required 5 08-Jul-15 14-Jul-15

D-EV-0055 Develop SWPPP and Submit VA SWP Permit Application - Phase I 20 08-Jul-15 04-Aug-15

D-EV-0060 Develop Modified SWPPP and Submit VA Storm Water Management Permit Application (VSMP) 45 30-Oct-15 05-Jan-16

D-EV-0065 VDOT Review & DEQ Issues VSMP - Phase 1: Hold Point- Constr. Begins 90 05-Aug-15 02-Nov-15

D-EV-0070 VDOT Review & DEQ Issues VSMP Hold Point 90 06-Jan-16 04-Apr-16

RoadwayRoadwayRoadwayRoadwayRoadway

D-RD-0040 Horizontal and Vertical Geometry, SE, Typical Sections 60 27-Apr-15 21-Jul-15

D-RD-0050 Cross Sections and Limits of Disturbance 45 18-May-15 21-Jul-15

D-RD-0060 Submit Preliminary Roadway Plans 1 08-Oct-15 08-Oct-15

D-RD-0070 VDOT & Others Review Preliminary Roadway Plans 21 09-Oct-15 29-Oct-15

D-RD-0080 WMATA Review Preliminary Roadway Plans 30 09-Oct-15 07-Nov-15

D-RD-0090 Address Preliminary Review Comments and Submit Final Roadway Plans 45 14-Oct-15 16-Dec-15

D-RD-0100 VDOT & Others Review Final Roadway Plans 21 17-Dec-15 06-Jan-16

D-RD-0110 WMATA Review Final Roadway Plans 30 17-Dec-15 15-Jan-16

D-RD-0120 Address Final Review Comments and Receive VDOT Approval on RFC Roadway Plans 30 17-Dec-15 29-Jan-16

Bridge Modification & RehabilitationBridge Modification & RehabilitationBridge Modification & RehabilitationBridge Modification & RehabilitationBridge Modification & Rehabilitation

D-SD-0010 Perform Substructure Inspection & Submit List of Repairs & Repair Program 20 30-Jun-15 28-Jul-15

D-SD-0020 Develop Stage I (TS&L) Preliminary Bridge Design, Including Stages of Construction & Submit 30 11-May-15 22-Jun-15

D-SD-0030 Submit Span Arrangement & Pier Layout Package to VDOT & Others for Review & Approval (with Stage I Submittal)30 11-May-15 22-Jun-15

D-SD-0040 Receive VDOT & Others Review Comments and Approval to Advance to Stage II Final Design 21 23-Jun-15 13-Jul-15

D-SD-0050 Development & Submit Demolition & Erection Plans 20 26-May-15 22-Jun-15

D-SD-0060 VDOT & Others Review & Approve Demolition & Erection Plans 21 23-Jun-15 13-Jul-15

D-SD-0070 Develop Stage II Final Bridge Design & Submit 45 13-Aug-15 15-Oct-15

D-SD-0080 VDOT & Others Review of Stage II Final Bridge Design 21 16-Oct-15 05-Nov-15

D-SD-0090 Released for Construction (RFC) Bridge Design Approved 20 06-Nov-15 04-Dec-15

D-SD-0100 Submit Load Rating Report For Each Stage of Construction 45 07-Dec-15 09-Feb-16

D-SD-0110 Submit Bridge Unit Cost Data Within 90 days of VDOT Approval of Construction Plans 90 05-Dec-15 03-Mar-16

D-SD-0120 Submit Final, As-Built Load Rating Report for Each New Structure 1 01-Sep-17 01-Sep-17

Retaining WallsRetaining WallsRetaining WallsRetaining WallsRetaining Walls

D-SD-0130 Develop Stage I (TS&L) Preliminary Retaining Wall Design & Submit 20 30-Jun-15 28-Jul-15

D-SD-0140 Receive VDOT & Others Review Comments and Approval to Advance to Stage II Final Design 21 29-Jul-15 18-Aug-15

D-SD-0150 Develop Stage II Final Retaining Wall Design & Submit 45 20-Aug-15 22-Oct-15

D-SD-0160 VDOT & Others Review of Stage II Final Retaining Wall Design 21 23-Oct-15 12-Nov-15

D-SD-0170 Released for Construction (RFC) Retaining Wall Design Approved 20 29-Oct-15 25-Nov-15

Traffic EngineeringTraffic EngineeringTraffic EngineeringTraffic EngineeringTraffic Engineering

D-TE-0010 Develop Existing Sign Inventory Plan 25 06-Jul-15 07-Aug-15

D-TE-0020 Develop Photometric Lighting Analysis and Calculations and Submit to VDOT 15 09-Jun-15 29-Jun-15

D-TE-0030 VDOT & Others Review & Approval of Photometric Lighting Analysis and Calculations 21 30-Jun-15 20-Jul-15

D-TE-0040 Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP-Preliminary Submittal30 10-Aug-15 21-Sep-15

D-TE-0050 VDOT & Others Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans21 09-Oct-15 29-Oct-15

D-TE-0060 WMATA Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans30 09-Oct-15 07-Nov-15

D-TE-0070 Address Preliminary Review Comments, Submit Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT, and Fina40 14-Oct-15 09-Dec-15

D-TE-0080 VDOT & Others Review Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans21 10-Dec-15 30-Dec-15



2015 2016 2017 2018

Asbestos Inventory Report (Bridges)

VDOT Review and Approval of Hazardous Materials Reports

Field Verification Determination - No Wetlands

Notify VDOT of Determination that No Water Quality Permits Required

Develop SWPPP and Submit VA SWP Permit Application - Phase I

Develop Modified SWPPP and Submit VA Storm Water Management Permit Application (VSMP)

VDOT Review & DEQ Issues VSMP - Phase 1: Hold Point- Constr. Begins

VDOT Review & DEQ Issues VSMP Hold Point

Horizontal and Vertical Geometry, SE, Typical Sections

Cross Sections and Limits of Disturbance

Submit Preliminary Roadway Plans

VDOT & Others Review Preliminary Roadway Plans

WMATA Review Preliminary Roadway Plans

Address Preliminary Review Comments and Submit Final Roadway Plans

VDOT & Others Review Final Roadway Plans

WMATA Review Final Roadway Plans

Address Final Review Comments and Receive VDOT Approval on RFC Roadway Plans

Perform Substructure Inspection & Submit List of Repairs & Repair Program

Develop Stage I (TS&L) Preliminary Bridge Design, Including Stages of Construction & Submit

Submit Span Arrangement & Pier Layout Package to VDOT & Others for Review & Approval (with Stage I Submittal)

Receive VDOT & Others Review Comments and Approval to Advance to Stage II Final Design

Development & Submit Demolition & Erection Plans

VDOT & Others Review & Approve Demolition & Erection Plans

Develop Stage II Final Bridge Design & Submit

VDOT & Others Review of Stage II Final Bridge Design

Released for Construction (RFC) Bridge Design Approved

Submit Load Rating Report For Each Stage of Construction

Submit Bridge Unit Cost Data Within 90 days of VDOT Approval of Construction Plans

Submit Final, As-Built Load Rating Report for Each New Structure

Develop Stage I (TS&L) Preliminary Retaining Wall Design & Submit


Develop Stage II Final Retaining Wall Design & Submit

VDOT & Others Review of Stage II Final Retaining Wall Design

Released for Construction (RFC) Retaining Wall Design Approved

Develop Existing Sign Inventory Plan

Develop Photometric Lighting Analysis and Calculations and Submit to VDOT

VDOT & Others Review & Approval of Photometric Lighting Analysis and Calculations

Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP-Preliminary Submittal

VDOT & Others Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans

WMATA Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans

Address Preliminary Review Comments, Submit Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT, and Fina

VDOT & Others Review Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans



S-3


Start Finish

D-TE-0090 WMATA Review Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans30 10-Dec-15 08-Jan-16

D-TE-0100 Address Final Review Comments and Receive VDOT approval on RFC Signing, Pavement Marking, Lighting, Signal Design, ITS,30 17-Dec-15 29-Jan-16

HydraulicsHydraulicsHydraulicsHydraulicsHydraulics

D-RD-0130 Drainage and SWM Design & Post Construction SWM Plan 70 09-Jun-15 16-Sep-15

D-RD-0140 Multi-Phased ESC Plans & Narrative, P2 (SWPPP) 60 23-Jun-15 16-Sep-15

D-RD-0150 Preliminary Drainage, SWM, ESC Plans & P2 and Submittal 1 17-Sep-15 17-Sep-15

D-RD-0160 VDOT Review of Preliminary Drainage, SWM, ESC & P2 (SWPP) 21 18-Sep-15 08-Oct-15

D-RD-0170 WMATA Review of Preliminary Drainage, SWM, ESC & P2 30 18-Sep-15 17-Oct-15

D-RD-0180 Final Drainage, SWM, ESC & P2 Plans and Modification VSMP/SWPPP & VPDES Permit 45 30-Oct-15 05-Jan-16

D-RD-0190 WMATA Review Final Drainage, SWM, ESC & P2 Plans 30 06-Jan-16 04-Feb-16

D-RD-0200 VDOT Review & Approval Final SWM, Drainage, DEQ VSMP/SWPPP& VPDES Permit-Hold Point 90 06-Jan-16 04-Apr-16

Shared Use PathShared Use PathShared Use PathShared Use PathShared Use Path

AlignmentAlignmentAlignmentAlignmentAlignment

D-RD-0210 Horizontal and Vertical Geometry, SE, Typical Sections 45 18-May-15 21-Jul-15

D-RD-0220 Cross Sections and Limits of Disturbance 30 09-Jun-15 21-Jul-15

D-RD-0230 Submit Preliminary Shared Use Path Plans 1 30-Oct-15 30-Oct-15

D-RD-0240 VDOT & Others Review Preliminary Shared Use Path Plans 21 31-Oct-15 20-Nov-15

D-RD-0250 WMATA Review Preliminary Shared Use Path Plans 30 31-Oct-15 29-Nov-15

D-RD-0260 Address Preliminary Review Comments and Submit Final Shared Use Path Plans 40 03-Nov-15 30-Dec-15

D-RD-0270 VDOT & Others Review Final Shared Use Path Plans 21 31-Dec-15 20-Jan-16

D-RD-0280 WMATA Review Final Shared Use Path Plans 30 31-Dec-15 29-Jan-16

D-RD-0290 Address Final Review Comments and Receive VDOT Approval on RFC Shared Use Path Plans 30 31-Dec-15 11-Feb-16

Pedestrain Underpass StructuresPedestrain Underpass StructuresPedestrain Underpass StructuresPedestrain Underpass StructuresPedestrain Underpass Structures

D-SD-0180 Develop Stage I (TS&L) Preliminary Pedestrian Underpass Design & Submit 20 30-Jun-15 28-Jul-15


D-SD-0200 Develop Stage II Final Pedestrian Underpass Design & Submit 35 19-Aug-15 07-Oct-15

D-SD-0210 VDOT & Others Review of Stage II Final Pedestrian Underpass Wall Design 21 08-Oct-15 28-Oct-15

D-SD-0220 Released for Construction (RFC) Pedestrian Underpass Design Approved 20 15-Oct-15 11-Nov-15

Pedestrain Overpass StructurePedestrain Overpass StructurePedestrain Overpass StructurePedestrain Overpass StructurePedestrain Overpass Structure

D-SD-0230 Develop Stage I (TS&L) Preliminary Overpass Structure Design & Submit 30 09-Jun-15 21-Jul-15


D-SD-0250 Develop Stage II Final Overpass Structure Design & Submit 30 03-Sep-15 15-Oct-15

D-SD-0260 VDOT & Others Review of Stage II Final Overpass Structure Design 21 16-Oct-15 05-Nov-15

D-SD-0270 Address Comments and Receive Approval of Released for Construction (RFC) Overpass Structure Bridge Design20 06-Nov-15 04-Dec-15

Traffic EngineeringTraffic EngineeringTraffic EngineeringTraffic EngineeringTraffic Engineering

D-TE-0110 Develop Photometric Lighting Analysis and Calculations and Submit to VDOT 10 16-Jun-15 29-Jun-15

D-TE-0120 VDOT & Others Review & Approval of Photometric Lighting Analysis and Calculations 21 30-Jun-15 20-Jul-15

D-TE-0130 Determination of Solar Power Sufficiency for Lighting Level & Obtain VDOT Concurrence if Insufficient10 30-Jun-15 14-Jul-15

D-TE-0140 Signing, Pavement Marking & Lighting-Preliminary Submittal 20 21-Jul-15 17-Aug-15

D-TE-0150 VDOT & Others Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans21 18-Aug-15 07-Sep-15

D-TE-0160 WMATA Review Prelim. Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans30 18-Aug-15 16-Sep-15

D-TE-0170 Address Preliminary Review Comments & Submit Final Signing, Pavement Marking & Lighting 30 18-Aug-15 29-Sep-15

D-TE-0180 VDOT 7 Others Review Final Signing, Pavement Marking & Lighting Design 21 30-Sep-15 20-Oct-15

D-TE-0190 WMATA Review Final Signing, Pavement Marking & Lighting Design 30 30-Sep-15 29-Oct-15

D-TE-0200 Address Final Review Comments and Receive VDOT approval on RFC Signing, Pavement Marking & Lighting Design30 30-Sep-15 10-Nov-15

LandscapingLandscapingLandscapingLandscapingLandscaping

D-LS-0010 Develop Preliminary Landscaping Design and Submit to VDOT 15 18-Sep-15 08-Oct-15

D-LS-0020 Receive VDOT & Others Review Preliminary Landscaping Design 21 09-Oct-15 29-Oct-15



2015 2016 2017 2018

WMATA Review Final Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans

Address Final Review Comments and Receive VDOT approval on RFC Signing, Pavement Marking, Lighting, Signal Design, ITS,

Drainage and SWM Design & Post Construction SWM Plan

Multi-Phased ESC Plans & Narrative, P2 (SWPPP)

Preliminary Drainage, SWM, ESC Plans & P2 and Submittal

VDOT Review of Preliminary Drainage, SWM, ESC & P2 (SWPP)

WMATA Review of Preliminary Drainage, SWM, ESC & P2

Final Drainage, SWM, ESC & P2 Plans and Modification VSMP/SWPPP & VPDES Permit

WMATA Review Final Drainage, SWM, ESC & P2 Plans

VDOT Review & Approval Final SWM, Drainage, DEQ VSMP/SWPPP& VPDES Permit-Hold Point

Horizontal and Vertical Geometry, SE, Typical Sections

Cross Sections and Limits of Disturbance

Submit Preliminary Shared Use Path Plans

VDOT & Others Review Preliminary Shared Use Path Plans

WMATA Review Preliminary Shared Use Path Plans

Address Preliminary Review Comments and Submit Final Shared Use Path Plans

VDOT & Others Review Final Shared Use Path Plans

WMATA Review Final Shared Use Path Plans

Address Final Review Comments and Receive VDOT Approval on RFC Shared Use Path Plans

Develop Stage I (TS&L) Preliminary Pedestrian Underpass Design & Submit


Develop Stage II Final Pedestrian Underpass Design & Submit

VDOT & Others Review of Stage II Final Pedestrian Underpass Wall Design

Released for Construction (RFC) Pedestrian Underpass Design Approved

Develop Stage I (TS&L) Preliminary Overpass Structure Design & Submit


Develop Stage II Final Overpass Structure Design & Submit

VDOT & Others Review of Stage II Final Overpass Structure Design

Address Comments and Receive Approval of Released for Construction (RFC) Overpass Structure Bridge Design

Develop Photometric Lighting Analysis and Calculations and Submit to VDOT

VDOT & Others Review & Approval of Photometric Lighting Analysis and Calculations

Determination of Solar Power Sufficiency for Lighting Level & Obtain VDOT Concurrence if Insufficient

Signing, Pavement Marking & Lighting-Preliminary Submittal

VDOT & Others Review Preliminary Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans

WMATA Review Prelim. Signing, Pavement Marking, Lighting, Signal Design, ITS, MOT Plans and Draft TMP Plans

Address Preliminary Review Comments & Submit Final Signing, Pavement Marking & Lighting

VDOT 7 Others Review Final Signing, Pavement Marking & Lighting Design

WMATA Review Final Signing, Pavement Marking & Lighting Design

Address Final Review Comments and Receive VDOT approval on RFC Signing, Pavement Marking & Lighting Design

Develop Preliminary Landscaping Design and Submit to VDOT

Receive VDOT & Others Review Preliminary Landscaping Design



S-4


Start Finish

D-LS-0030 Receive WMATA Review Preliminary Landscaping Design 30 09-Oct-15 07-Nov-15

D-LS-0040 Develop Final Landscaping Design, Review by CPTED Professional and Submit to VDOT 15 14-Dec-15 05-Jan-16

D-LS-0050 VDOT & Others Review Final Landscaping Design 21 06-Jan-16 26-Jan-16

D-LS-0060 WMATA Review Final Landscaping Design 30 06-Jan-16 04-Feb-16

D-LS-0070 Released for Construction (RFC) Landscaping Design Approved 20 05-Feb-16 03-Mar-16

Right of WayRight of WayRight of WayRight of WayRight of Way

D-RW-0010 Complete ROW Plan and Profile, D# 's, Right of Way Data Sheet Per form RW-301 Checklist, Plats and Metes & Bounds20 09-Jun-15 07-Jul-15

D-RW-0020 Receive ROW Plan Approval for Perm & Temp Easements, Utility Easements from VDOT 21 08-Jul-15 28-Jul-15

D-RW-0030 Prepare and Submit Acquisition and Relocation Plan including Proposed Appraisers & Reviewers 20 25-Jun-15 23-Jul-15

D-RW-0040 VDOT Review and Approve Acquisition and Relocation Plan - Hold Point 21 24-Jul-15 13-Aug-15

D-RW-0050 VDOT Issue Notice to Proceed for ROW Acquisitions- Hold Point 0 14-Aug-15 14-Aug-15

D-RW-0060 Title Exam, Appraisals, Appraisal Reviews, Titles, Report 30 14-Aug-15 25-Sep-15

D-RW-0070 Post Appraisal & Appraisal Reviews to RUMS 30 14-Sep-15 23-Oct-15

D-RW-0080 VDOT Review & Approval Appraisal Packages, Just Compensation, Relocation Benefits and Administrative Settlements-Acquisi30 13-Oct-15 23-Nov-15

D-RW-0090 Initiate ROW/Easements Negotiations, Acquisition incl. RW24's 30 20-Oct-15 01-Dec-15

D-RW-0100 Make Offers to Property Owners 30 18-Nov-15 31-Dec-15

D-RW-0110 Property Owner Accepts Offer 30 18-Dec-15 01-Feb-16

D-RW-0120 Request Right of Entry-As Necessary 20 25-Nov-15 23-Dec-15

D-RW-0130 Property Owner Accepts ROE 21 24-Dec-15 13-Jan-16

D-RW-0140 VDOT Concurrence on ROE-As Necessary 21 24-Dec-15 13-Jan-16

D-RW-0150 VDOT Issue Certificate of Take and Files in Court, if Impasse is Reached 60 18-Dec-15 14-Mar-16

D-RW-0160 VDOT Process Vouchers and Issue State Warrants for Payments to Contractor for Acquisitions 21 18-Dec-15 07-Jan-16

D-RW-0170 Closing and Settlement Payment Disbursement and Indefensible Title to VDOT-Acquisitions 45 23-Dec-15 25-Feb-16

D-RW-0180 VDOT/FHWA Issue Clearance for Construction - Acquisitions-Hold Point 21 04-Mar-16 24-Mar-16

Shop Drawings / Fabrication / DeliveryShop Drawings / Fabrication / DeliveryShop Drawings / Fabrication / DeliveryShop Drawings / Fabrication / DeliveryShop Drawings / Fabrication / Delivery

0-P-0010 Prepare & Submit Shop Drawings - Girders 30 02-Jun-15 14-Jul-15

0-P-0020 Review / Approval Shop Drawings - Girders 21 15-Jul-15 04-Aug-15

0-P-0030 Fabrication of Girders 120 05-Aug-15 25-Jan-16

0-P-0040 Delivery of Girders 5 26-Jan-16 01-Feb-16

0-P-0050 Prepare & Submit Shop Drawings - Bearing Pads 30 20-Apr-15 01-Jun-15

0-P-0060 Review / Approval Shop Drawings - Bearing Pads 21 25-Jun-15 15-Jul-15

0-P-0070 Fabrication of Bearing Pads 120 16-Jul-15 05-Jan-16

0-P-0080 Delivery of Bearing Pads 5 06-Jan-16 12-Jan-16

0-P-0090 Prepare & Submit Shop Drawings - Precast Arches (Ped Tunnel) 30 25-Jun-15 06-Aug-15

0-P-0100 Review / Approval Shop Drawings - Precast Arches (Ped Tunnel) 21 07-Aug-15 27-Aug-15

0-P-0110 Fabrication of Precast Arches (Ped Tunnel) 60 28-Aug-15 20-Nov-15

0-P-0120 Delivery of Precast Arches (Ped Tunnel) 5 23-Nov-15 30-Nov-15

0-P-0130 Prepare & Submit Shop Drawings - Ped Bridge 90 07-Dec-15 12-Apr-16

0-P-0140 Review / Approval Shop Drawings - Ped Bridge 21 13-Apr-16 03-May-16

0-P-0150 Fabrication of Ped Bridge 180 04-May-16 18-Jan-17

0-P-0160 Delivery of Ped Bridge 5 19-Jan-17 25-Jan-17

ConstructionConstructionConstructionConstructionConstruction

Phase I - Westbound LanesPhase I - Westbound LanesPhase I - Westbound LanesPhase I - Westbound LanesPhase I - Westbound Lanes


1-R-0010 Roadway Drainage: Phase I - WB 40 09-Nov-15 14-Jan-16

1-R-0020 Curb & Gutter & Raised Medians: Phase I - WB 20 15-Jan-16 17-Feb-16

1-R-0030 Grade & Pave: Phase I - WB 50 18-Feb-16 02-May-16

1-R-0040 Roadway Striping / Markings: Phase I - WB 10 03-May-16 16-May-16



2015 2016 2017 2018

Receive WMATA Review Preliminary Landscaping Design

Develop Final Landscaping Design, Review by CPTED Professional and Submit to VDOT

VDOT & Others Review Final Landscaping Design

WMATA Review Final Landscaping Design

Released for Construction (RFC) Landscaping Design Approved

Complete ROW Plan and Profile, D# 's, Right of Way Data Sheet Per form RW-301 Checklist, Plats and Metes & Bounds

Receive ROW Plan Approval for Perm & Temp Easements, Utility Easements from VDOT

Prepare and Submit Acquisition and Relocation Plan including Proposed Appraisers & Reviewers

VDOT Review and Approve Acquisition and Relocation Plan - Hold Point

VDOT Issue Notice to Proceed for ROW Acquisitions- Hold Point

Title Exam, Appraisals, Appraisal Reviews, Titles, Report

Post Appraisal & Appraisal Reviews to RUMS

VDOT Review & Approval Appraisal Packages, Just Compensation, Relocation Benefits and Administrative Settlements-Acquisi

Initiate ROW/Easements Negotiations, Acquisition incl. RW24's

Make Offers to Property Owners

Property Owner Accepts Offer

Request Right of Entry-As Necessary

Property Owner Accepts ROE

VDOT Concurrence on ROE-As Necessary

VDOT Issue Certificate of Take and Files in Court, if Impasse is Reached

VDOT Process Vouchers and Issue State Warrants for Payments to Contractor for Acquisitions

Closing and Settlement Payment Disbursement and Indefensible Title to VDOT-Acquisitions

VDOT/FHWA Issue Clearance for Construction - Acquisitions-Hold Point

Prepare & Submit Shop Drawings - Girders

Review / Approval Shop Drawings - Girders

Fabrication of Girders

Delivery of Girders

Prepare & Submit Shop Drawings - Bearing Pads

Review / Approval Shop Drawings - Bearing Pads

Fabrication of Bearing Pads

Delivery of Bearing Pads

Prepare & Submit Shop Drawings - Precast Arches (Ped Tunnel)

Review / Approval Shop Drawings - Precast Arches (Ped Tunnel)

Fabrication of Precast Arches (Ped Tunnel)

Delivery of Precast Arches (Ped Tunnel)

Prepare & Submit Shop Drawings - Ped Bridge

Review / Approval Shop Drawings - Ped Bridge

Fabrication of Ped Bridge

Delivery of Ped Bridge

Roadway Drainage: Phase I - WB

Curb & Gutter & Raised Medians: Phase I - WB

Grade & Pave: Phase I - WB

Roadway Striping / Markings: Phase I - WB



S-5


Start Finish

BridgeBridgeBridgeBridgeBridge

SubstructureSubstructureSubstructureSubstructureSubstructure

1-B-0010 Abut A Shoring Against Existing WB: Phase I - WB 3 04-Nov-15 06-Nov-15

1-B-0020 Abut A: Excavate (Install SOE & Excavate): Phase I - WB 3 09-Nov-15 11-Nov-15

1-B-0030 Abut A: Piling: Phase I - WB 3 19-Nov-15 23-Nov-15

1-B-0040 Abut A Ftg: Form & Pour: Phase I - WB 5 24-Nov-15 01-Dec-15

1-B-0050 Abut A Seat: Form & Pour: Phase I - WB 5 02-Dec-15 09-Dec-15

1-B-0060 Abut A Backwall: Form & Pour: Phase I - WB 8 18-Feb-16 02-Mar-16

1-B-0070 Abut A: Backfill & Wirewall: Phase I - WB 5 03-Mar-16 10-Mar-16

1-B-0080 Pier 1: Drilled Shafts (4ea): Phase I - WB 6 04-Nov-15 11-Nov-15

1-B-0090 Pier 1: Columns (4ea): Phase I - WB 5 12-Nov-15 18-Nov-15

1-B-0100 Pier 1: Cap: Phase I - WB 8 19-Nov-15 01-Dec-15

1-B-0110 Pier 2: Drilled Shafts (4ea): Phase I - WB 6 12-Nov-15 19-Nov-15

1-B-0120 Pier 2: Columns (4ea): Phase I - WB 5 20-Nov-15 27-Nov-15

1-B-0130 Pier 2: Cap: Phase I - WB 8 30-Nov-15 10-Dec-15

1-B-0140 Abut B Shoring Against Existing WB: Phase I - WB 3 25-Nov-15 30-Nov-15

1-B-0150 Abut B: Excavate (Install SOE & Excavate): Phase I - WB 3 01-Dec-15 03-Dec-15

1-B-0160 Abut B: Piling: Phase I - WB 3 14-Dec-15 17-Dec-15

1-B-0170 Abut B Ftg: Form & Pour: Phase I - WB 5 18-Dec-15 28-Dec-15

1-B-0180 Abut B Seat: Form & Pour: Phase I - WB 5 29-Dec-15 08-Jan-16

1-B-0190 Abut B Backwall: Form & Pour: Phase I - WB 8 03-Mar-16 15-Mar-16

1-B-0200 Abut B: Backfill & Wirewall: Phase I - WB 5 16-Mar-16 22-Mar-16

Abutment Walls (post-n-panel)Abutment Walls (post-n-panel)Abutment Walls (post-n-panel)Abutment Walls (post-n-panel)Abutment Walls (post-n-panel)

1-B-0430 Abutment A Wall: Install Posts: Phase I - WB 5 12-Nov-15 18-Nov-15

1-B-0440 Abutment A Wall: Excavate & Install Panels: Phase I - WB 10 19-Nov-15 03-Dec-15

1-B-0450 Abutment B Wall: Install Posts: Phase I - WB 5 04-Dec-15 11-Dec-15

1-B-0460 Abutment B Wall: Excavate & Install Panels: Phase I - WB 10 14-Dec-15 31-Dec-15

SuperstructureSuperstructureSuperstructureSuperstructureSuperstructure

1-B-0210 Girders: Phase I - WB 15 27-Jan-16 17-Feb-16

1-B-0220 Install Falsedeck: Phase I - WB 8 08-Feb-16 18-Feb-16

1-B-0230 Underbridge Utilities: Phase I - WB 10 19-Feb-16 08-Mar-16

1-B-0240 Deck SIP: Phase I - WB 12 02-Mar-16 18-Mar-16

1-B-0250 Girder Studs: Phase I - WB 8 10-Mar-16 21-Mar-16

1-B-0260 Overhang: Phase I - WB 12 18-Feb-16 09-Mar-16

1-B-0270 Rebar: Phase I - WB 12 22-Mar-16 06-Apr-16

1-B-0280 Dry Run: Phase I - WB 3 07-Apr-16 11-Apr-16

1-B-0290 Pour Deck (Assume 2 pours): Phase I - WB 6 12-Apr-16 19-Apr-16

1-B-0300 Deck Cure & Strip Overhangs: Phase I - WB 20 20-Apr-16 17-May-16

1-B-0310 Sleeper Pad Abut A : Footing: Phase I - WB 3 20-Apr-16 22-Apr-16

1-B-0320 Sleeper Pad Abut A: Stem: Phase I - WB 4 25-Apr-16 28-Apr-16

1-B-0330 Sleeper Pad Abut B : Footing: Phase I - WB 3 29-Apr-16 03-May-16

1-B-0340 Sleeper Pad Abut B: Stem: Phase I - WB 4 04-May-16 09-May-16

1-B-0350 Approach Slab Abut A: Phase I - WB 5 29-Apr-16 05-May-16

1-B-0360 Approach Slab Abut B: Phase I - WB 5 10-May-16 16-May-16

1-B-0370 Paving Plugs (Up to Abut A & Abut B Sleeper): Phase I - WB 5 17-May-16 23-May-16

1-B-0380 Parapet (2 runs @ Shared Use Path): Phase I - WB 5 24-May-16 31-May-16

1-B-0390 Deck Grooving: Phase I - WB 3 01-Jun-16 03-Jun-16

1-B-0400 Striping (Temporary): Phase I - WB 3 06-Jun-16 08-Jun-16

1-B-0410 Pedestrian Fencing & Vehicular Rail: Phase I - WB 5 06-Jun-16 10-Jun-16



2015 2016 2017 2018

Abut A Shoring Against Existing WB: Phase I - WB

Abut A: Excavate (Install SOE & Excavate): Phase I - WB

Abut A: Piling: Phase I - WB

Abut A Ftg: Form & Pour: Phase I - WB

Abut A Seat: Form & Pour: Phase I - WB

Abut A Backwall: Form & Pour: Phase I - WB

Abut A: Backfill & Wirewall: Phase I - WB

Pier 1: Drilled Shafts (4ea): Phase I - WB

Pier 1: Columns (4ea): Phase I - WB

Pier 1: Cap: Phase I - WB

Pier 2: Drilled Shafts (4ea): Phase I - WB

Pier 2: Columns (4ea): Phase I - WB

Pier 2: Cap: Phase I - WB

Abut B Shoring Against Existing WB: Phase I - WB

Abut B: Excavate (Install SOE & Excavate): Phase I - WB

Abut B: Piling: Phase I - WB

Abut B Ftg: Form & Pour: Phase I - WB

Abut B Seat: Form & Pour: Phase I - WB

Abut B Backwall: Form & Pour: Phase I - WB

Abut B: Backfill & Wirewall: Phase I - WB

Abutment A Wall: Install Posts: Phase I - WB

Abutment A Wall: Excavate & Install Panels: Phase I - WB

Abutment B Wall: Install Posts: Phase I - WB

Abutment B Wall: Excavate & Install Panels: Phase I - WB

Girders: Phase I - WB

Install Falsedeck: Phase I - WB

Underbridge Utilities: Phase I - WB

Deck SIP: Phase I - WB

Girder Studs: Phase I - WB

Overhang: Phase I - WB

Rebar: Phase I - WB

Dry Run: Phase I - WB

Pour Deck (Assume 2 pours): Phase I - WB

Deck Cure & Strip Overhangs: Phase I - WB

Sleeper Pad Abut A : Footing: Phase I - WB

Sleeper Pad Abut A: Stem: Phase I - WB

Sleeper Pad Abut B : Footing: Phase I - WB

Sleeper Pad Abut B: Stem: Phase I - WB

Approach Slab Abut A: Phase I - WB

Approach Slab Abut B: Phase I - WB

Paving Plugs (Up to Abut A & Abut B Sleeper): Phase I - WB

Parapet (2 runs @ Shared Use Path): Phase I - WB

Deck Grooving: Phase I - WB

Striping (Temporary): Phase I - WB

Pedestrian Fencing & Vehicular Rail: Phase I - WB



S-6


Start Finish

1-B-0420 Traffic Switch: Route 7 WB onto Phase I, Route 7 EB to Existing WB 2 13-Jun-16 14-Jun-16

Phase II - Eastbound LanesPhase II - Eastbound LanesPhase II - Eastbound LanesPhase II - Eastbound LanesPhase II - Eastbound Lanes


2-R-0010 Roadway Drainage: Phase II - EB 40 07-Jul-16 31-Aug-16

2-R-0020 Curb & Gutter & Raised Medians: Phase II - EB 20 01-Sep-16 29-Sep-16

2-R-0030 Grade & Pave: Phase II - EB 50 30-Sep-16 14-Dec-16

2-R-0040 Roadway Striping / Markings: Phase II - EB 10 15-Dec-16 10-Jan-17


2-B-0010 Demo Existing Route 7 EB (Superstructure Only): Phase II - EB 15 15-Jun-16 06-Jul-16


2-B-0020 Abut A Shoring Against Existing WB: Phase II - EB 3 07-Jul-16 11-Jul-16

2-B-0030 Abut A: Excavate (Install SOE & Excavate): Phase II - EB 3 12-Jul-16 14-Jul-16

2-B-0040 Abut A: Piling: Phase II - EB 3 22-Jul-16 26-Jul-16

2-B-0050 Abut A Ftg: Form & Pour: Phase II - EB 5 27-Jul-16 02-Aug-16

2-B-0060 Abut A Seat: Form & Pour: Phase II - EB 5 03-Aug-16 09-Aug-16

2-B-0070 Abut A Backwall: Form & Pour: Phase II - EB 8 22-Sep-16 03-Oct-16

2-B-0080 Abut A: Backfill & Wirewall: Phase II - EB 5 04-Oct-16 10-Oct-16

2-B-0090 Pier 1 Ftg Extension: shafts (4ea): Phase II - EB 6 07-Jul-16 14-Jul-16

2-B-0100 Pier 1 Pier Wall Extension: Form & Pour: Phase II - EB 8 15-Jul-16 26-Jul-16

2-B-0110 Pier 1 Existing Substructure Retrofit/Repair: Phase II - EB 12 07-Jul-16 22-Jul-16

2-B-0120 Pier 2 Ftg Extension: shafts (4ea): Phase II - EB 6 15-Jul-16 22-Jul-16

2-B-0130 Pier 2 Pier Wall Extension: Form & Pour: Phase II - EB 8 25-Jul-16 03-Aug-16

2-B-0140 Pier 2 Existing Substructure Retrofit/Repair: Phase II - EB 12 15-Jul-16 01-Aug-16

2-B-0150 Pier 3 Ftg Extension: shafts (4ea): Phase II - EB 6 25-Jul-16 01-Aug-16

2-B-0160 Pier 3 Pier Wall Extension: Form & Pour: Phase II - EB 8 02-Aug-16 11-Aug-16

2-B-0170 Pier 3 Existing Substructure Retrofit/Repair: Phase II - EB 12 25-Jul-16 09-Aug-16

2-B-0180 Pier 4 Ftg Extension: shafts (4ea): Phase II - EB 6 02-Aug-16 09-Aug-16


2-B-0200 Pier 4 Existing Substructure Retrofit/Repair: Phase II - EB 12 02-Aug-16 17-Aug-16

2-B-0210 Pier 5 Ftg Extension: shafts (4ea): Phase II - EB 6 10-Aug-16 17-Aug-16


2-B-0230 Pier 5 Existing Substructure Retrofit/Repair: Phase II - EB 12 10-Aug-16 25-Aug-16

2-B-0240 Abut B Shoring Against Existing WB: Phase II - EB 3 28-Jul-16 01-Aug-16

2-B-0250 Abut B: Excavate (Install SOE & Excavate): Phase II - EB 3 02-Aug-16 04-Aug-16

2-B-0260 Abut B: Piling: Phase II - EB 3 12-Aug-16 16-Aug-16

2-B-0270 Abut B Ftg: Form & Pour: Phase II - EB 5 17-Aug-16 23-Aug-16

2-B-0280 Abut B Seat: Form & Pour: Phase II - EB 5 24-Aug-16 30-Aug-16

2-B-0290 Abut B Backwall: Form & Pour: Phase II - EB 8 04-Oct-16 13-Oct-16

2-B-0300 Abut B: Backfill & Wirewall: Phase II - EB 5 14-Oct-16 20-Oct-16


2-B-0530 Abutment A Wall: Install Posts: Phase II - EB 5 15-Jul-16 21-Jul-16

2-B-0540 Abutment A Wall: Excavate & Install Panels: Phase II - EB 10 22-Jul-16 04-Aug-16

2-B-0550 Abutment B Wall: Install Posts: Phase II - EB 5 05-Aug-16 11-Aug-16

2-B-0560 Abutment B Wall: Excavate & Install Panels: Phase II - EB 10 12-Aug-16 25-Aug-16


2-B-0310 Girders: Phase II - EB 15 31-Aug-16 21-Sep-16

2-B-0320 Install Falsedeck: Phase II - EB 8 13-Sep-16 22-Sep-16

2-B-0330 Underbridge Utilities: Phase II - EB 10 23-Sep-16 06-Oct-16

2-B-0340 Deck SIP: Phase II - EB 12 03-Oct-16 18-Oct-16



2015 2016 2017 2018

Traffic Switch: Route 7 WB onto Phase I, Route 7 EB to Existing WB

Roadway Drainage: Phase II - EB

Curb & Gutter & Raised Medians: Phase II - EB

Grade & Pave: Phase II - EB

Roadway Striping / Markings: Phase II - EB

Demo Existing Route 7 EB (Superstructure Only): Phase II - EB

Abut A Shoring Against Existing WB: Phase II - EB

Abut A: Excavate (Install SOE & Excavate): Phase II - EB

Abut A: Piling: Phase II - EB

Abut A Ftg: Form & Pour: Phase II - EB

Abut A Seat: Form & Pour: Phase II - EB

Abut A Backwall: Form & Pour: Phase II - EB

Abut A: Backfill & Wirewall: Phase II - EB

Pier 1 Ftg Extension: shafts (4ea): Phase II - EB

Pier 1 Pier Wall Extension: Form & Pour: Phase II - EB

Pier 1 Existing Substructure Retrofit/Repair: Phase II - EB













Abut B Shoring Against Existing WB: Phase II - EB

Abut B: Excavate (Install SOE & Excavate): Phase II - EB

Abut B: Piling: Phase II - EB

Abut B Ftg: Form & Pour: Phase II - EB

Abut B Seat: Form & Pour: Phase II - EB

Abut B Backwall: Form & Pour: Phase II - EB

Abut B: Backfill & Wirewall: Phase II - EB

Abutment A Wall: Install Posts: Phase II - EB

Abutment A Wall: Excavate & Install Panels: Phase II - EB

Abutment B Wall: Install Posts: Phase II - EB

Abutment B Wall: Excavate & Install Panels: Phase II - EB

Girders: Phase II - EB

Install Falsedeck: Phase II - EB

Underbridge Utilities: Phase II - EB

Deck SIP: Phase II - EB



S-7


Start Finish

2-B-0350 Girder Studs: Phase II - EB 8 10-Oct-16 19-Oct-16

2-B-0360 Overhang: Phase II - EB 12 22-Sep-16 07-Oct-16

2-B-0370 Rebar: Phase II - EB 12 20-Oct-16 07-Nov-16

2-B-0380 Dry Run: Phase II - EB 3 08-Nov-16 10-Nov-16

2-B-0390 Pour Deck (Assume 2 pours): Phase II - EB 6 11-Nov-16 18-Nov-16

2-B-0400 Deck Cure & Strip Overhangs: Phase II - EB 20 21-Nov-16 27-Dec-16

2-B-0410 Sleeper Pad Abut A : Footing: Phase II - EB 3 21-Nov-16 23-Nov-16

2-B-0420 Sleeper Pad Abut A: Stem: Phase II - EB 4 25-Nov-16 30-Nov-16

2-B-0430 Sleeper Pad Abut B : Footing: Phase II - EB 3 01-Dec-16 06-Dec-16

2-B-0440 Sleeper Pad Abut B: Stem: Phase II - EB 4 08-Dec-16 13-Dec-16

2-B-0450 Approach Slab Abut A: Phase II - EB 5 01-Dec-16 09-Dec-16

2-B-0460 Approach Slab Abut B: Phase II - EB 5 14-Dec-16 23-Dec-16

2-B-0470 Paving Plugs (Up to Abut A & Abut B Sleeper): Phase II - EB 5 27-Dec-16 06-Jan-17

2-B-0480 Parapet (2 runs @ Shared Use Path): Phase II - EB 5 10-Jan-17 16-Jan-17

2-B-0490 Deck Grooving: Phase II - EB 3 17-Jan-17 23-Jan-17

2-B-0500 Striping (Final): Phase II - EB 3 26-Jan-17 31-Jan-17

2-B-0510 Pedestrian Fencing & Vehicular Rail: Phase II - EB 5 26-Jan-17 02-Feb-17

2-B-0520 Traffic Switch: Route 7 EB onto Phase II 1 03-Feb-17 03-Feb-17

Phase III - Westbound LanesPhase III - Westbound LanesPhase III - Westbound LanesPhase III - Westbound LanesPhase III - Westbound Lanes


3-R-0010 Roadway Drainage: Phase III - WB 40 14-Mar-17 08-May-17

3-R-0020 Curb & Gutter & Raised Medians: Phase III - WB 20 09-May-17 06-Jun-17

3-R-0030 Grade & Pave: Phase III - WB 50 07-Jun-17 16-Aug-17

3-R-0040 Roadway Striping / Markings: Phase III - WB 10 17-Aug-17 30-Aug-17


3-B-0010 Demo Existing Route 7 WB: Phase III - WB 20 08-Feb-17 13-Mar-17


3-B-0020 Abut A: Excavate: Phase III - WB 3 14-Mar-17 16-Mar-17

3-B-0030 Abut A: Piling: Phase III - WB 3 24-Mar-17 28-Mar-17

3-B-0040 Abut A Ftg: Form & Pour: Phase III - WB 5 29-Mar-17 04-Apr-17

3-B-0050 Abut A Seat: Form & Pour: Phase III - WB 5 05-Apr-17 11-Apr-17

3-B-0060 Abut A Backwall: Form & Pour: Phase III - WB 8 16-May-17 25-May-17

3-B-0070 Abut A: Backfill: Phase III - WB 5 26-May-17 02-Jun-17

3-B-0080 Pier 1 Ftg: Drilled Shafts (4ea): Phase III - WB 6 14-Mar-17 21-Mar-17

3-B-0090 Pier 1: Columns (4ea): Phase III - WB 5 22-Mar-17 28-Mar-17

3-B-0100 Pier 1 Cap: Phase III - WB 8 29-Mar-17 07-Apr-17

3-B-0110 Pier 2 Ftg: Drilled Shafts: Phase III - WB 6 22-Mar-17 29-Mar-17

3-B-0120 Pier 2: Columns (4ea): Phase III - WB 5 30-Mar-17 05-Apr-17

3-B-0130 Pier 2 Cap: Phase III - WB 8 06-Apr-17 17-Apr-17

3-B-0140 Abut B: Excavate: Phase III - WB 3 17-Mar-17 21-Mar-17

3-B-0150 Abut B: Piling: Phase III - WB 3 06-Apr-17 10-Apr-17

3-B-0160 Abut B Ftg: Form & Pour: Phase III - WB 5 11-Apr-17 17-Apr-17

3-B-0170 Abut B Seat: Form & Pour: Phase III - WB 5 18-Apr-17 24-Apr-17

3-B-0180 Abut B Backwall: Form & Pour: Phase III - WB 8 26-May-17 07-Jun-17

3-B-0190 Abut B: Backfill: Phase III - WB 5 08-Jun-17 14-Jun-17


3-B-0410 Abutment A Wall: Install Posts: Phase III - WB 5 17-Mar-17 23-Mar-17

3-B-0420 Abutment A Wall: Excavate & Install Panels: Phase III - WB 10 24-Mar-17 06-Apr-17

3-B-0430 Abutment B Wall: Install Posts: Phase III - WB 5 30-Mar-17 05-Apr-17



2015 2016 2017 2018

Girder Studs: Phase II - EB

Overhang: Phase II - EB

Rebar: Phase II - EB

Dry Run: Phase II - EB

Pour Deck (Assume 2 pours): Phase II - EB

Deck Cure & Strip Overhangs: Phase II - EB

Sleeper Pad Abut A : Footing: Phase II - EB

Sleeper Pad Abut A: Stem: Phase II - EB

Sleeper Pad Abut B : Footing: Phase II - EB

Sleeper Pad Abut B: Stem: Phase II - EB

Approach Slab Abut A: Phase II - EB

Approach Slab Abut B: Phase II - EB

Paving Plugs (Up to Abut A & Abut B Sleeper): Phase II - EB

Parapet (2 runs @ Shared Use Path): Phase II - EB

Deck Grooving: Phase II - EB

Striping (Final): Phase II - EB

Pedestrian Fencing & Vehicular Rail: Phase II - EB

Traffic Switch: Route 7 EB onto Phase II

Roadway Drainage: Phase III - WB

Curb & Gutter & Raised Medians: Phase III - WB

Grade & Pave: Phase III - WB

Roadway Striping / Markings: Phase III - WB

Demo Existing Route 7 WB: Phase III - WB

Abut A: Excavate: Phase III - WB

Abut A: Piling: Phase III - WB

Abut A Ftg: Form & Pour: Phase III - WB

Abut A Seat: Form & Pour: Phase III - WB

Abut A Backwall: Form & Pour: Phase III - WB

Abut A: Backfill: Phase III - WB

Pier 1 Ftg: Drilled Shafts (4ea): Phase III - WB

Pier 1: Columns (4ea): Phase III - WB

Pier 1 Cap: Phase III - WB

Pier 2 Ftg: Drilled Shafts: Phase III - WB

Pier 2: Columns (4ea): Phase III - WB

Pier 2 Cap: Phase III - WB

Abut B: Excavate: Phase III - WB

Abut B: Piling: Phase III - WB

Abut B Ftg: Form & Pour: Phase III - WB

Abut B Seat: Form & Pour: Phase III - WB

Abut B Backwall: Form & Pour: Phase III - WB

Abut B: Backfill: Phase III - WB

Abutment A Wall: Install Posts: Phase III - WB

Abutment A Wall: Excavate & Install Panels: Phase III - WB

Abutment B Wall: Install Posts: Phase III - WB



S-8


Start Finish

3-B-0440 Abutment B Wall: Excavate & Install Panels: Phase III - WB 10 06-Apr-17 19-Apr-17


3-B-0200 Girders: Phase III - WB 15 25-Apr-17 15-May-17

3-B-0210 Install Falsedeck: Phase III - WB 8 05-May-17 16-May-17

3-B-0220 Underbridge Utilities: Phase III - WB 10 17-May-17 31-May-17

3-B-0230 Deck SIP: Phase III - WB 12 25-May-17 12-Jun-17

3-B-0240 Girder Studs: Phase III - WB 8 02-Jun-17 13-Jun-17

3-B-0250 Overhang: Phase III - WB 12 16-May-17 01-Jun-17

3-B-0260 Rebar: Phase III - WB 12 14-Jun-17 29-Jun-17

3-B-0270 Dry Run: Phase III - WB 3 30-Jun-17 05-Jul-17

3-B-0280 Pour Deck (Assume 2 pours): Phase III - WB 6 06-Jul-17 13-Jul-17

3-B-0290 Deck Cure & Strip Overhangs: Phase III - WB 20 14-Jul-17 10-Aug-17

3-B-0300 Sleeper Pad Abut A : Footing: Phase III - WB 3 14-Jul-17 18-Jul-17

3-B-0310 Sleeper Pad Abut A: Stem: Phase III - WB 4 19-Jul-17 24-Jul-17

3-B-0320 Sleeper Pad Abut B : Footing: Phase III - WB 3 25-Jul-17 27-Jul-17

3-B-0330 Sleeper Pad Abut B: Stem: Phase III - WB 4 28-Jul-17 02-Aug-17

3-B-0340 Approach Slab Abut A: Phase III - WB 5 25-Jul-17 31-Jul-17

3-B-0350 Approach Slab Abut B: Phase III - WB 5 03-Aug-17 09-Aug-17

3-B-0360 Paving Plugs (Up to Abut A & Abut B Sleeper): Phase III - WB 5 10-Aug-17 16-Aug-17

3-B-0370 Raised Median: Phase III - WB 4 17-Aug-17 22-Aug-17

3-B-0380 Deck Grooving: Phase III - WB 3 23-Aug-17 25-Aug-17

3-B-0390 Striping (Final): Phase III - WB 3 28-Aug-17 30-Aug-17

3-B-0400 Traffic Switch: Route 7 WB final alignment onto Phase III 1 31-Aug-17 31-Aug-17

Shared Use PathShared Use PathShared Use PathShared Use PathShared Use Path

Northwest QuadrantNorthwest QuadrantNorthwest QuadrantNorthwest QuadrantNorthwest Quadrant

Ramp I TunnelRamp I TunnelRamp I TunnelRamp I TunnelRamp I Tunnel

S-NW-0010 Temp Ramp Alignment 15 12-Feb-16 09-Mar-16

S-NW-0020 Switch Traffic to Temp Alignment 1 10-Mar-16 10-Mar-16

S-NW-0030 Install Shoring next to Temp Ramp Alignment 3 11-Mar-16 15-Mar-16

S-NW-0040 Excavate for Ped Tunnel (Install SOE & Excavate) 5 16-Mar-16 22-Mar-16

S-NW-0050 Install Precast boxes and Arch Facades 5 23-Mar-16 29-Mar-16

S-NW-0060 Backfill Ped Tunnel & Retaining Wall (straps) 5 30-Mar-16 05-Apr-16

S-NW-0070 Pave over Tunnel 5 06-Apr-16 12-Apr-16

S-NW-0080 Switch Traffic to Perm Alignment 1 13-Apr-16 13-Apr-16

Ramp H TunnelRamp H TunnelRamp H TunnelRamp H TunnelRamp H Tunnel

S-NW-0090 Temp Ramp Alignment 15 14-Apr-16 04-May-16

S-NW-0100 Switch Traffic to Temp Alignment 1 05-May-16 05-May-16

S-NW-0110 Install Shoring next to Temp Ramp Alignment 3 06-May-16 10-May-16

S-NW-0120 Excavate for Ped Tunnel (Install SOE & Excavate) 5 11-May-16 17-May-16

S-NW-0130 Install Precast boxes and Arch Facades 5 18-May-16 24-May-16

S-NW-0140 Backfill Ped Tunnel & Retaining Wall (straps) 5 25-May-16 01-Jun-16

S-NW-0150 Pave over Tunnel 5 02-Jun-16 08-Jun-16

S-NW-0160 Switch Traffic to Perm Alignment 1 09-Jun-16 09-Jun-16

Ramp F TunnelRamp F TunnelRamp F TunnelRamp F TunnelRamp F Tunnel

S-NW-0170 Temp Ramp Alignment 15 10-Jun-16 30-Jun-16

S-NW-0180 Switch Traffic to Temp Alignment 1 01-Jul-16 01-Jul-16

S-NW-0190 Install Shoring next to Temp Ramp Alignment 3 05-Jul-16 07-Jul-16

S-NW-0200 Excavate for Ped Tunnel (Install SOE & Excavate) 5 08-Jul-16 14-Jul-16

S-NW-0210 Install Precast boxes and Arch Facades 5 15-Jul-16 21-Jul-16



2015 2016 2017 2018

Abutment B Wall: Excavate & Install Panels: Phase III - WB

Girders: Phase III - WB

Install Falsedeck: Phase III - WB

Underbridge Utilities: Phase III - WB

Deck SIP: Phase III - WB

Girder Studs: Phase III - WB

Overhang: Phase III - WB

Rebar: Phase III - WB

Dry Run: Phase III - WB

Pour Deck (Assume 2 pours): Phase III - WB

Deck Cure & Strip Overhangs: Phase III - WB

Sleeper Pad Abut A : Footing: Phase III - WB

Sleeper Pad Abut A: Stem: Phase III - WB

Sleeper Pad Abut B : Footing: Phase III - WB

Sleeper Pad Abut B: Stem: Phase III - WB

Approach Slab Abut A: Phase III - WB

Approach Slab Abut B: Phase III - WB

Paving Plugs (Up to Abut A & Abut B Sleeper): Phase III - WB

Raised Median: Phase III - WB

Deck Grooving: Phase III - WB

Striping (Final): Phase III - WB

Traffic Switch: Route 7 WB final alignment onto Phase III

Temp Ramp Alignment

Switch Traffic to Temp Alignment

Install Shoring next to Temp Ramp Alignment

Excavate for Ped Tunnel (Install SOE & Excavate)

Install Precast boxes and Arch Facades

Backfill Ped Tunnel & Retaining Wall (straps)

Pave over Tunnel

Switch Traffic to Perm Alignment

Temp Ramp Alignment






Pave over Tunnel


Temp Ramp Alignment







S-9


Start Finish

S-NW-0220 Backfill Ped Tunnel & Retaining Wall (straps) 5 22-Jul-16 28-Jul-16

S-NW-0230 Pave over Tunnel 5 29-Jul-16 04-Aug-16

S-NW-0240 Switch Traffic to Perm Alignment 1 05-Aug-16 05-Aug-16

On-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt Path

S-NW-0250 Grade and Asphalt (west of Ramp I) 15 08-Aug-16 26-Aug-16

S-NW-0260 Grade and Asphalt (east of Ramp F) 15 29-Aug-16 19-Sep-16

S-NW-0270 Grade and Asphalt (between Ramp I & Ramp H) 10 20-Sep-16 03-Oct-16

S-NW-0280 Grade and Asphalt (between Ramp H & Ramp F) 10 04-Oct-16 17-Oct-16

Northeast QuadrantNortheast QuadrantNortheast QuadrantNortheast QuadrantNortheast Quadrant

S-NE-0010 Open Cut, Install Precast Tunnel Under Ramp B & C, Backfill, Pave (Weekend Closure) 2 26-Mar-16 27-Mar-16

S-NE-0020 Drive Piles for "Wall Valley" 10 28-Mar-16 08-Apr-16

S-NE-0030 excavate, lag, tieback "Wall Valley" 20 11-Apr-16 06-May-16

S-NE-0040 CIP Fascia "Wall Valley" 20 09-May-16 06-Jun-16

S-NE-0050 Grade and Asphalt (west of Ramp C) 15 28-Mar-16 15-Apr-16

S-NE-0060 Grade and Asphalt (east of Ramp B) 10 07-Jun-16 20-Jun-16

Southwest QuadrantSouthwest QuadrantSouthwest QuadrantSouthwest QuadrantSouthwest Quadrant

S-SW-0010 Install Ped Signal Poles Jarret Valley Drive & Ramp G 10 18-Oct-16 31-Oct-16

S-SW-0020 Testing / Integration of Signal 10 01-Nov-16 15-Nov-16

S-SW-0030 Grade and Asphalt (west of Jarret Valley Drive) 8 16-Nov-16 28-Nov-16

S-SW-0040 Grade and Asphalt (between Jarret Valley Drive & Ramp G) 8 29-Nov-16 12-Dec-16

S-SW-0050 Grade and Asphalt (east of Ramp G) 5 13-Dec-16 22-Dec-16

Southeast QuadrantSoutheast QuadrantSoutheast QuadrantSoutheast QuadrantSoutheast Quadrant

Pedestrian BridgePedestrian BridgePedestrian BridgePedestrian BridgePedestrian Bridge

S-SE-0010 Pedestrian Bridge 100 26-Jan-17 26-Jun-17

On-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt PathOn-grade Asphalt Path

S-SE-0020 Grade and Asphalt (west of Pedestrian Bridge) 12 27-Jun-17 13-Jul-17

S-SE-0030 Grade and Asphalt (East of Pedestrian Bridge) 12 14-Jul-17 31-Jul-17

Access RoadAccess RoadAccess RoadAccess RoadAccess Road

S-SE-0040 Grade & Pave Radio Tower Entrance 20 23-Dec-16 03-Feb-17



2015 2016 2017 2018


Pave over Tunnel


Grade and Asphalt (west of Ramp I)

Grade and Asphalt (east of Ramp F)

Grade and Asphalt (between Ramp I & Ramp H)

Grade and Asphalt (between Ramp H & Ramp F)

Open Cut, Install Precast Tunnel Under Ramp B & C, Backfill, Pave (Weekend Closure)

Drive Piles for "Wall Valley"

excavate, lag, tieback "Wall Valley"

CIP Fascia "Wall Valley"

Grade and Asphalt (west of Ramp C)

Grade and Asphalt (east of Ramp B)

Install Ped Signal Poles Jarret Valley Drive & Ramp G

Testing / Integration of Signal

Grade and Asphalt (west of Jarret Valley Drive)

Grade and Asphalt (between Jarret Valley Drive & Ramp G)

Grade and Asphalt (east of Ramp G)

Pedestrian Bridge

Grade and Asphalt (west of Pedestrian Bridge)

Grade and Asphalt (East of Pedestrian Bridge)

Grade & Pave Radio Tower Entrance



S-10

APPEN

DIX

Attachment 9.3.1Proposal Payment Agreement

Attachment 11.8.6(a)debarment form- primary covered

transactions

Attachment 11.8.6(b)debarment form- lower tier covered

transactions

Route 7 WIDENING and bridge rehabilitation

over dulles toll road and airport access highway

sTATE pROJECT nO.: 0007-029-139, P101, R201, C501, B617, B618FEDERAL pROJECT NO.: BR-5401 (738)cONTRACT id nO.: c00082135DB77

Submitted by:

MARCH 9, 2015

Letter of submittal and attachments

Volume 2 - PLANS

Prepared for:

Existing R/W

RA

MP I

RA

MP

H

RAMP F

AC

CE

SS

HIG

HW

AY -

EB

L

DU

LLE

S IN

T'L AIR

PO

RT

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

EB

L

1

0007 - 029 - 139

Leesburg Pike - VA Route 7

and Toll R

oad

Dulles

Air

port

Access

Westw

ood

Center Drive

Tyco Road

0007-029-139

7

Parsons Brin

ckerhoff, Inc.

DHV

V (MPH)

STATE LINECOUNTY LINECITY,TOWN OR VILLAGERIGHT OF WAY LINEFENCE LINEUNFENCED PROPERTY LINEFENCED PROPERTY LINEWATER LINESANITARY SEWER LINEGAS LINEELECTRIC UNDERGROUND CABLETRAVELED WAYGUARD RAILRETAINING WALLRAILROADSBASE OR SURVEY LINE

LEVEE OR EMBANKMENTBRIDGESCULVERTSDROP INLETPOWER POLESTELEPHONE OR TELEGRAPH POLESTELEPHONE OR TELEGRAPH LINESHEDGETREESHEAVY WOODSGROUND ELEVATIONGRADE ELEVATION

CONVENTIONAL SIGNS

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

Fr:

To:

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

1

WHERE OTHERWISE NOTED.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

Arif

ur Rah

man, P

E (7

03) 259-1940 (N

OV

A)

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

DESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

NO.

AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

PDF VERSION OF THE PLAN ASSEMBLY.

DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD

Cell Revised 12/11/12

SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC

AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL

FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY,

INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL

CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC

FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY

SECTION NUMBERS)

BELOW FOR

(SEE TABULATION

Population Fairfax County - 1,081,726 (2010 Census)

Project Lengths are based on Route 7 Construction B/L.

0007-0

29-139

6003000

SCALEJarrett V

alley Drive

3 4

5 6 7 8

Woolpert, Inc. - F

ebruary 6, 2

013

Woolpert, Inc. - J

anuary 22, 2

013

Urban Principal Arterial (GS-5) - Rolling - 50/40 MPH Design Speed

Georgetown Pike (Rte. 193)

Dulles Toll Road (Rte. 267)

53,000

3,816

60/40

2%

Fr:

To:

60,000

4,320

60/40

2%

Dulles Toll Road (Rte. 267)

Tysons Corner (Rte. 123)

ADT (2012)

ADT (2036)

P-101

R-201

B617

B618

C-501

X271

X271

82135

82135

82135

N/A

N/A

0.4018

0.4018

0.3190

0.3190 Prelim. Eng.

PROJECT

Right-of-Way

Bridge

Bridge

Construction

189-08B

189-08B

PLAN

82135

82135

PENG

ROWA

I000

FHWA 534 DATA 4E113

525

515

520

530

535

540

545

550

0007-029-139, P101, C501

ST

A 522

+31.74

BE

GIN P

ROJE

CT

ST

A 543

+53.0

3

EN

D

PR

OJE

CT

Station 552+08.85

Tyco Road

Description Reference:

N/A

N/A

N/A

2121.29

437.06

437.06

2121.29

0.0828

0.0828

1684.23

-

-

-

-

B617

B618

TO: 0.162 MILE WEST OF TYCO RD.

FR: 0.564 MILE WEST OF TYCO RD.

GEOPAK Computer Identification No. 82135

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING

**

Old

Ash Grove

Sterling

0.3959

TO: 0.090 MILE WEST OF TYCO RD.

FR: 0.571 MILE WEST OF TYCO RD.

Tysons Corner

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

PROJECT SHEET NO.

VIRGINIA

SIC SEMPER TYRANNIS

SHEET

NO.

COMMONWEALTH OF VIRGINIA

Copyright 2014, Commonwealth of Virginia

FOR INDEX OF SHEETS SEE SHEET 1B

d82135001.dgn

Plotted By: LASHLEY

9:25:37 AM

d82135001.dgn

1P

ROJE

CT

MA

NA

GE

R

SU

RV

EY

ED

BY,

DA

TE

DE

SIG

N

BY

SU

BS

UR

FA

CE

UTILIT

Y

BY,

DA

TE

6D

6C

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11 ULS, EXCEPT

1684.23

ST

A 522

+04.9

2

BE

GIN P

ROJE

CT

EN

D

PR

OJE

CT

ST

A 547+3

2.4

6

0007-029-139, R201

2527.54 0.4787 2090.48

BR-5401 ( )

72,260 81,800

BR-5401 (738)

BR-5401 (738)

CARRIES RTE. 7 WB OVER DATR

CARRIES RTE. 7 EB OVER DATR

FAIRFAX COUNTY

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

RA

MP I

RAMP F

RAMP G

RAM

P E

RA

MP

D

RAMP C

RA

MP

B

RAMP A

RA

MP

H

intersection with Jarrett Valley Drive. with Jarrett Valley Drive and 40 MPH on Route 7 east of the * The design speed shall be 50 MPH on Route 7 west of the intersection

13921 Park C

enter Road Suite 140 Hern

don, Virginia 20171

CO

NC

EP

T

PL

AN

S

5C

project, as shown on the RFP Conceptual Plans provided by VDOT.

retaining walls to be contained within the proposed right of way provided for the

The LANE Team's concept allows for the proposed roadway, shared-use-paths, and

and other related technical communications from VDOT.

criteria shown on Table 2.2, and other requirements of this RFP, the Addendum,

shown fully complies with the RFP Technical Requirements (Part 2), including the

geometry of the roadway and shared-use-paths within the project. The concept

The LANE Team has reviewed the RFP requirements to develop the horizontal

as required.

shared-use-path is 5 percent; the minimum grade for all roadways is 0.5 percent

required by the RFP and AASHTO/VDOT criteria. The maximum grade for the

the required maximum and minimum grades for the roadway classification as

conceptual horizontal alignments and other features shown on the plans, applying

geometry and has made adjustments to the RFP profiles to accommodate the

The LANE Team has reviewed the provided roadway and shared-use-path vertical

Notes:

OVER DULLES TOLL ROAD AND AIRPORT ACCESS HIGHWAY

ROUTE 7 WIDENING AND BRIDGE REHABILITATION

TO: 0.13 MILES WEST OF TYCO ROAD

FROM: 0.56 MILES WEST OF TYCO ROAD

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d82135002A.dgn

Plotted By: LASHLEY9:26:03 AM

d82135002A.dgn

PROJECT MANAGER

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

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

0

SCALE

25' 50'

Woolpert, Inc. - February 6, 2013

Woolpert, Inc. - January 22, 2013

Arifur Rahman, PE (703) 259-1940 (Nova District)

VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

TYPICAL SECTIONSWest of Bridge Over Dulles Toll Road and Dulles Airport Access Road

Ex. WB Lanes

Mill & Overlay

Widening

Pavement

CG-7

Prop.

Ex. EB Lanes

Mill & Overlay *

Buffer

Prop.

Use Path

Prop. Shared

Ex. CG-6

10'2.5'

B

Construction

Route 7

LLB

WBL

B

EBL

L

4'

Slope

Match Ex.

STA 521+00.00 to STA 527+20.00

2" Asphalt Concrete

Milling & Overlay with

Widening

Pavement

2.5'4'

Ramp Deceleration Lane

STA 521+00.00 to STA 524+40.00

Ex. Pavement

42' & Var.

Match Ex. Slope

2%3:1

St'd UD-4

8' (0-33')

Varies2.5' 8'

2%

3:12%

St'd UD-4

(0-8')

Varies

CG-7

Prop.

Mill & Overlay

Widening

Pavement

Mill & Overlay2.5'4' 2.5' 10' 4'

BufferEx. EB LanesEx. WB LanesPavement Widening

Varies (2-42') Varies (14-30') (4-14')

Varies

12'Left Turn Lane

12'12'

Thru LaneThru LaneStriped Out Lane

12'

Thru Lane

12'

Thru Lane

12'

Thru Lane

12'

Thru/Exit Lane

LB

WBL

B

Construction

Route 7

L B

EBL

L

3:1

2% Match Ex. Slope Match Ex. Slope 2%3:1Sawcut Full DepthVar.

St'd UD-4

Prop. CG-6Prop. CG-6

(14-34)

Varies

EB

EB

PG

2.001%

1' 1'(0-4')

Var.

LB

WBL B

Construction

Route 7

L B

EBL

L

12'Left Turn Lane

12'

Thru Lane

12'

Thru Lane

12'

Right Exit Lane

Auxillary Lane

Striped Out

1' 1' 12'

Thru Lane

12'

Thru Lane

12'

Thru Lane

12'

Lane

Right Exit

2.5'

3:1

2%

4' 4'

Use Path

Prop. Shared

Use Path

Prop. Shared

10' 4'10'

Use Path

Prop. Shared

Prop. CG-6

(2-4')

Varies

(5-10')

Varies

2%3:1

(25-28)

VariesVaries (14-16')

St'd UD-4

STA 527+20.00 to STA 530+00.00

* Mill & Overlay of EBL from STA 525+89.29 to STA 527+20.00

STA 530+00.00 to STA 530+75.00 (Begin Bridge Approach Slab)

Grass Median

()

Varies

Median

Conc.

Var.

2A

2A

MS-2

Slope

Match Ex.

2.00%

2.00%

Use Path

Prop. Shared

10'

2%2:12:1

Use Path

Prop. Shared

10'

2% 2:1

2:1

3:1

grass medians.

2. St'd. UD-2 shall be placed under raised

roadway for mainline and ramps.

under curb/curb & gutter on low side of

1. St'd. UD-4 underdrains shall be placed

NOTES:

1'12'12'

Thru Lane

12'

Thru Lane Thru LaneStriped Out

Auxillary Lane

2.5'10' 12'

Thru Lane

12'Thru Lane

12'

Thru Lane1' Varies (12-20) 4'2.5'40'4' Varies (12-20')

Prop. Shared

Use Path

Prop. CG-6 Prop. CG-6

LB

WBL B

Construction

Route 7

L LB

EBL

2%

3:1

St'd UD-4 St'd UD-4

2% 3:1

Right

Exit Lane

MS-2 Median

LB

WBL B

Construction

Route 7

L LB

EBL

Ex. WB LanesPavement

Widening

Pavement

Widening

Ex. EB Lanes

Mill & Overlay

Striped Out

Auxillary Lane

Varies (11-12')

2.5'4'

Thru Lane

(11-12)* (11-12)*

Thru Lane

(11-12)*

Thru Lane1'

Pavement

Widening

2.5' 4'Varies (1-15')

(11-12)*

Thru Lane

(11-12)*

Thru Lane

(11-12)*

Thru Lane

1'

Varies (0-12')

Gore Area

STA 537.00.00 to 543+13.00

Varies (0-13)

Varies (40-68')

MS-2 Median

Varies (0-46')

Prop. CG-6

St'd UD-4

2%3:1

Prop. CG-6

Match Ex. Slope Match Ex. Slope Match Ex. Slope2%

3:1

Mill & Overlay**

** Milling of WBL Ends at STA 542+76.69

3:1

2'

Prop.

TL-5

STA 538+32.05 to STA 539+55.97

* WBL Transition to 11' Between STA 539+53.56 to 542+06.43

EBL Transition to 11' Between STA 539+82.95 to STA 543+53.01

STA 535+65.00 (End Bridge Approach Slab) to STA 537+00.00

Varies (0-12')

TYPICAL SECTIONSWest of Bridge Over Dulles Toll Road and Dulles Airport Access Road

2B

2B

2.00% 2.00%

2.00%

7

0007-029-139






VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d82135002B.dgn


d82135002B.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0 100' 200'

SCALE




R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

TYPICAL SECTIONSRamps and Shared Use Paths

LBUse PathShared

2%2% 6:16:1

2:12:1

10'4' 4'

3:1

2.5' 4'4'

(23-26')

Prop. CG-6

Ramp Width

WideningPvmt Mill & Overlay

WideningPvmt

Ex. Ramp(1-5')Varies

(0-9')Varies

2%

2%3:1

2% 2%3:1 3:1

LBRamp

Match Ex. Slope

2.5' 4'

Prop. CG-6

2.5'4'

Mill & Overlay

WideningPvmt

Ex. Ramp

WideningPvmt

Prop. CG-6

1' 1'

22'

Ramp Width

STA 70+35 to STA 70+76Ramp H:

STA 81+52 to STA 82+20STA 61+35 to STA 61+62STA 51+51 to STA 52+18STA 21+69 to STA 23+83

Ramp I:Ramp G:Ramp F:Ramp C:

LBRamp

4'

Mill & Overlay

Ex. Ramp(1-5')Varies

2%3:1

2.5'

Match Ex. Slope

Ramp Width

26'

WideningPavement

CG-6Ex.

LBRamp

STA 11+14 to STA 11+56Ramp B:

Ramp Width

(22'-26')

Mill & Overlay

Ex. Ramp

Varies

ShoudlerProp.

6' 6'(0-19')Varies

Varies (0-5')

Pvmt Widening

(0-9')Varies

ShoudlerProp.

Varies (0-9')

Pvmt Widening

LBRamp

Ramp I:Ramp H:Ramp G:Ramp FRamp E:Ramp D:Ramp C:Ramp B:

STA 80+86 to STA 81+52STA 70+20 to STA 70+35STA 61+62 to STA 62+11STA 52+18 to STA 52+82STA 40+94 to STA 42+90STA 30+00 to STA 30+75STA 20+00 to STA 21+69STA 11+56 to STA 12+45

2C

2C

LBUse PathShared

LBUse PathShared

2%2% 6:16:1

3:1 10'4' 4'

TYPICAL SECTIONS (3)

3:1

5 Ex. Lanes

55'9'

ShldrEx.

16' 24'

2 Ex. LanesEx. Shldr

1.2' Ex. Shldr Prop. 54" HIGH BPPS-1 BARRIERShldrEx.

9.5'55'

5 Ex. Lanes

2.1' Ex. Shldr

23'

2 Ex. Lanes Ex. Shldr

17.5'

Prop. 54" HIGH BPPS-1 BARRIER

DULLES TOLL ROAD/DULLES INTERNATIONAL AIRPORT ACCESS HIGHWAY

4' 4'4' 4'

St'd UD-4 St'd UD-4

St'd UD-4

CD Lanes)(Future Tysons Ramp

CD Lanes)(Future Tysons Ramp

33' - 3 (11') Lanes33' - 3 (11') Lanes

(SEE NOTE 4)

SHARED USE PATH IN CUT (SEE NOTE 4)

SHARED USE PATH IN FILL

drainage analysis and design is completed.

in a cut) will need to be modified after

4. Shared Use Path Typical Sections (especially

pavement (mainline and ramps)

3. All paved shoulders shall have mainline

grass medians.

2. St'd. UD-2 shall be placed under raised

roadway for mainline and ramps.

under curb/curb & gutter on low side of

1. St'd. UD-4 underdrains shall be placed

NOTES:

SlopeMatch Ex.

Match Ex. Slope

Match Ex. Slope

Prop. 54" HIGH BPPS-1 BARRIERProp. 54" HIGH BPPS-1 BARRIER

7

0007-029-139






VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d82135002C.dgn


d82135002C.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0 100' 200'

SCALE




R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

T

T

WV

WV

WV

Guy Wire

PP #V

A7812

LP #X

A40

PP

No #

PP

No #

PP

No #

PP No #

PP No #

PP #XA13

Guy Wire

Guy Wire

Guy Wire

PP #CO52

1

Tel. M

H

Tel. M

H (E

mpty)

EOI

Old

Ash Grove

Leesburg Pike

Deck

Carrin

gto

n Rid

ge Lane

Asphalt Path

14

16

18

19

20

001

PL

PLPLPL

PL PL

PL PL

PL PL PL PL PL

PL

R=25.00' A=46.76'

(3

6.8

0')

(N 69° 08' 58" E)

DB 11082 P

G 18

34

Ex. R/

W

Per

Ex. R/W Per VDOT Plan A-7148

R=5

97.3

9'

A=6

1.17'

51.18' R/

W

R=5

46.2

1' A

=49.6

9'

Ex. FAA R/W Per DB 1834 PG 635

Ex. R/W Per DB 11082 PG 1834

T7 T8 T9 T10

(R=5

97.3

9'

A=6

1.17')

(N 38° 01' 20" W 68.83')

(R=5

46.2

1' A

=49.6

9')

T12

T11 T11 (S 69° 08' 58" W 21.07')

(S 69° 08' 58"

W 10

1.39')

(N 38° 01' 39" W 758.76')

15

IPF

78. 57'

+34. 47

IPF

101. 4

8'

+41. 3

9

=

04° 07' 43"

Rt.

PI 20+0

1. 4

6

21

S 42°11'22" E

6' Wood Fence

2 Sty. F

r

&

Br

Dwl.

2 Sty. Br D

wl.

003

004

17

6'

Wood Fence

Sign

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Wood Barrica

de

160390. 15

7 89

11

10

1

12

2

4 53

6

13

14

Sta. 518+41.36

Begin Construction

F C

Shared Use Path

Prop. 10' Asphalt

Existing R/W

Tie to Existing Asphalt Path

Existing R/W

Existing R/W

LEESBURG PIKE (ROUTE 7) - EBL

LEESBURG PIKE (ROUTE 7) - WBL

CA

RRIN

GT

ON

RID

GE

LA

NE

OLD

AS

H

GR

OVE

513

514

515

516

517

518

519

520

513

514

515

516

PI 5

16+0

8.3

7

517 518 519 520

513

514

515

516

PI 5

16+13.2

0

517 518 519 520

PO

T 0+0

0.0

0

0

PC 0+4

5.6

6

PR

C 0+9

2.8

0

1

PT 1+3

4.9

2

2

Asphalt Path

Remove Existing

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135003.dgn


d82135003.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

3

3

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

MA

TC

H

LIN

E

SH

EE

T 4 -

ST

A 520+0

0

ADDITIONAL EASEMENTS FOR UTILITY

RELOCATIONS MAY BE REQUIRED

BEYOND THE PROPOSED RIGHT- OF-

WAY SHOWN ON THESE PLANS.

Proposed Full Depth Pavement

LEGEND

Proposed Pavement Milling and Overlay

Demolition of Pavement

Note : Figures in brackets and dot - dashed linesdenote Permanent Easements.

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

3ARoute 7 EB & WB Profile

520

Stanbridge Place

SR-7 SBL

SR-7 NBL

Deck

Deck

Deck

Deck

Leesburg Pike

Ramp

Jarrett V

alley Drive

Ra

mp

008

007

006

012

013

009

010

011

Mailboxes

#8800

Berea Church of Christ

1 Sty. Brick

6' Wood Fence

6' Wood Fence

PLPL

(41.59')

(N 38° 01' 39" W)

(38.56')

(S 44° 16' 20" E

)

(38.57')

(S 44° 16' 20" E

)

(40.59')

(S 36° 55' 47" E)

(15.87')

(S 36° 55' 47" E)PL

PL

Per DB 11082 PG 1834Ex. 15' F

CWA Esm't.

PL

PL

PL

PL

PL

=161.51'

161.51')

(R=170.18' A=21.81')

R=170.18' A=21.81'

Well

Ex. R/W Per DB 11082 PG 1834 Ex. R/W Per VDOT Plan A-7148

S 63° 27' 52"

W 303.9

8'

Ex. R/

W

Per D

B 10

882 P

G 10

68

Ex. R/

W

Per D

B 10

882 P

G 10

68

Ex. FAA R

/W Per D

B 1834 PG 6

35


Varia

ble

Width R/

W

Ex. R/W Per DB 11082 PG 1834

Ex. L/

A Line

Per VDOT

Plan DT00

-967-101, R/

W 204


Ex. R/W Per DB 11082 PG 1834

(S 48° 47' 56"

W 301.60')

N 48° 47' 23" E 301.60'

(S 48° 47' 56"

W 60.7

8')

(S 38° 01' 20" E 493.00')

(S 44° 16' 20" E

77.14')

(S 50° 12' 54"

W 10

1.33')

S 50° 12' 36"

W 10

1.33'

(S 63° 28' 10"

W 254.4

6')

S 63° 27' 52"

W 254.4

6'

T11 (S 69° 08' 58" W 21.07')

(N 72° 00' E 444.4

9')

S 63° 27' 52"

W 372.0

0'

(N 69° 50' E 393.3

4')

(N 53°

15' 30" W 13

8.13')

(N 53°

15' 30" W 12

9.02')

(N 53°

15' 30" W 26

7.15')

(N 53°

20' 19" W

259.97')

(N 85° 3

2' 13" W 71.60')

(N 50° 01' 0

2" E 226.7

7')

(S 38° 01' 20" E 493.00')

Ex. VDOT

Esm't. P

er VDOT

Plan DT00

-967-101, R/

W 204

C15

C18

T14

T13

T15T18

Per DB 11788 PG 445

10' Sanitary Sewer Esm't.

Per DB 1

1788 PG 4

45

24' Ingr

ess/Egr

ess Esm't.

Per D

B 11788 P

G 445

15' F

WC

A

Es

m't.

(S 29° 29' E 200.0')

Ex. L/A Line P

er V

DOT Plan

DT00-967-101, R/

W 204

Ex. F

AA R/

W Per

DB 1834 P

G 635

Ex. V

DOT Esm't. Per V

DOT Plan

DT00-967-101, R/

W 204

IPF

105. 80'

+52. 13

IPF

85. 47'

+59. 02

=

0° 35' 02"

Rt.

PI 26+16. 97

22

23

24

25 26

27

28

S 38°03'40" E

(a)

(b)

(c)

2 Sty. Br D

wl.

2 Sty. Br D

wl.

004

005

Ex. 15' Storm

Sewer Es

m't. P

er D

B 8479 P

G 29

Ex. 15' Storm

Sewer Es

m't. P

er D

B 8479 P

G 29

Per DB 11082 PG 1834

Ex. 10' Sanitary Sewer Esm't. Per DB 11082 PG 1834

Ex. 10' Sanitary Sewer Esm't.

Per DB 11082 [G 1834Ex. Ingre

ss Egress Esm't.


ss Egress Esm't.


ss Egress Esm't.

15'

Do

minio

n Power Es

m't

10' Stor

m

Drain Es

m't

DB 10

837 P

G 450

T

G

T

GV

Gas MH

Tel. M

H

TC

TC

EOI

EOI

TSP

#29193

90

TS

P #2919

39

C

Traf. H

H

Traf.

HH

WV (2)

WV

FHWV

(Paved O

ver)

WV (Paved O

ver)

WV (Paved O

ver)

WV (Paved Over)

WM

Guy Wire

Guy

Wire

PP #A

O34

PP #A

O42

LP

No #

LP No #

Guy Wire (2)

PP #AO62

Guy

Wire

PP #XO93

LP

Tel. H

H

PP

No #

EOI

EOI

EOI

EOI

Dense Trees

Conc S

lab

Sign

Sign

Sign

Sign

Sign

Sign

Sign

Post

Sign

Sign

Sign

Sign

Sign

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Barrica

de

Wood Barrica

de

Holly B

ush

Wood Barrica

de

161391. 9

7

17

18

19

20

24

25

26

13

14

21

001

Prop. R/W005

and Maintenance of Noise Wall

Prop. Perm. Esm't. for Installation

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135004.dgn


d82135004.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

4

4



C

F

MA

TC

H

LIN

E

SH

EE

T 3 -

ST

A 520+0

0

MA

TC

H

LIN

E

SH

EE

T 5 -

ST

A 527+0

0






LEGEND




Typical Sections 2A

REFERENCES



36'

21.36'

38.7

0'

8'

38.7

0'

25'

Shared Use Path

Prop. 10' Asphalt

Limits of Grading

Pedestrian Underpass

Pedestrian Underpass

Edge of Pavement

Tie to Existing

Limits of GradingShared Use Path

Prop. 10' Asphalt

Existing R/W

Remove Ex. Barricade

STANBRIDGE PLACE


RA

MP I

RA

MP

H

DRIV

E

JA

RR

ET

T

VALLE

Y

Do Not Disturb Ex. Fence

St'd. CG-3 Req'd.

St'd. CG-7 Req'd.

Type B Req'd.

Prop. CG-12,

(By Others)

Shared Use Path

Prop. 10' Asphalt

Sta. 522+04.92

Begin Project 0007-029-139, R201Sta. 522+31.74

Begin Project 0007-029-139, P101, C501

Existing R/W Potential Noise Wall

520

521

PI 5

21+19

.57

522 5

23

524

525

526

PI 5

26+2

7.9

2

527

520

521

522

523

524

525

526

PI 5

26+3

3.0

8

527

520

521

522

523

524

525

526

PI 5

26+3

7.7

0 527

PC 80

+00.0

0

80

81

82

83

PT 83

+17.8

9

PO

T 83

+85.6

1

POT 68+76.03

69

PC 69+29.08

70

PT 70+12.89

POT 70+83.10

POT 90+00.00

90

91

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.

3

PC 3

+67.2

6

4

5

PR

C 5+4

1.28

6

PT 6+7

9.7

4

7

8

9

PC 9+2

1.36

O/

H

Sig

n

Ra

mp

SR-2

67

WB

L

Dulles

Air

port

Access Road

WB

L

Dulles Toll R

oad

Area U/C

Dulles Toll R

oad

Ra

mp

Crash

Barrier

Area U/C

Dulles

Air

port

Access Road E

BL

Garage

3 Car

Brick

1 - Sty.

#8801

2-Sty. Brick

016

017

014

015

Sig

n

Sig

n

Planter

Well

S 63° 27' 52"

W 303.9

8'

Ex. R/

W

Per D

B 10

882 P

G 10

68

Ex. R/W & L/A Line Per VDOT Plan A-7148


(N 69° 50' E 393.3

4')

VDH Mon. Fd.

87. 17'

+11. 54

VDH Mon. Fd.

87. 17'

+81. 61

VDH Mon. Fd.

118. 77'

+51. 00

=

1° 5

9' 22" Lt.

PI 32

+09. 45

S 38°38'42" E

29

30

31

32

33

34

35

S 36°39'19" E

Dense Trees

Dense Trees

Conc S

lab

Sign

Sign

Sign

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

17838

7. 91

T

T

Tel.

MH

T

TC

TC

TC

TC

TC

TC

EOI

Traf.

HH

Traf.

Cabin

et #37910

0/715

0

TS

P #2919

39

A

Traf.

HH

Traf.

HH

Traf.

HH

Traf.

HH

TS

P #2919

39

D

Traf.

HH

EOI

TC

TC

Traf.

HH

Traf.

HH

TC

Traf.

HH

Traf.

Ca

m. Pole

Traf. Sig

n

Gas Test

Station

T

T

E T

Guy

Wire (2)Gu

y Wire (3)

Elec. Ped.

PP

No #

Gas Lin

e

Marker

Gas Lin

e

Marker

Tel. P

ed. (D

amaged)

Tel. H

H

Tel. Fi

ber

HH

Tel. Fib

er H

H

Tel. Fi

ber

Marker

TC

Traf.

MH

TTel. M

H

Station Tower

Weather Monitor

Tel. Ped.

(QLD(2))(QLB(2))

(QLD(3))(QLB(3))

(QLB)(QLD) (DATUR)

(DATUR-Abandoned)(DATUR-Abandoned)

22

54" BPPS-1 Req'd.

54" BPPS-1 Req'd.

54" BPPS-1 Req'd.

7

0007-029-139

VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135005.dgn


d82135005.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

Limits of Grading

Shared Use Path

Prop. 10' Asphalt

Limits of Grading

RAMP F

Underpass

Pedestrian

Sta. 530+99.19

Begin Project 0007-029-139, B617, B618

St'd. CG-6 Req'd.

St'd. CG-2 Req'd.

St'd. CG-6 Req'd.

Existing R/W

Existing R/W

RA

MP G

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

EB

L

AC

CE

SS

HIG

HW

AY -

EB

L

DU

LLE

S IN

T'L AIR

PO

RT

AC

CE

SS

HIG

HW

AY -

WB

L

DU

LLE

S IN

T'L AIR

PO

RT

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

WB

L

527

528

529

PI 5

29+5

6.8

9

530

531

532

533

534

527

528

529

530

PI 5

30+8

2.0

9

531

532

533

534

527 5

28

529

530

PI 5

30+8

0.7

0

531

532

533

534

PO

T 50+0

0.0

0

50

51

PC 51+39.6

3

52

53

54POT 90+00.00

POT 91+52.28

PO

T 60+0

0.0

0

60

PC 60+3

3.3

1

61

PCC 61+3

7.03

62

PT 62+37.65

POT 62+54.35

St'd. GR-2 Req'd.

St'd. GR-9 Req'd.

St'd. GR-FOA-1 Ty. I Req'd.


St'd. GR-9 Req'd.

PC 9+2

1.36

PT 9+5

9.80

10

11

PC 11+3

3.2

0

12

PT 12+36.93

13

PC 13+03.41

PT 13

+80.7

3

14 15 16 17

Type B Req'd.

Prop. CG-12, Type B Req'd.

Prop. CG-12,

Type B Req'd.

Prop. CG-12,

5

5

REFERENCES





C

F

MA

TC

H

LIN

E

SH

EE

T 4 -

ST

A 527+0

0

MA

TC

H

LIN

E

SH

EE

T 6 -

ST

A 534+0

0



RA

MP G




WAY SHOWN ON THESE PLANS.Proposed Full Depth Pavement

LEGEND








AC

CE

SS

HIG

HW

AY -

EB

L

DU

LLE

S IN

T'L AIR

PO

RT

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

EB

L


SURVEYED BY, DATE


Parsons Brinckerhoff, Inc.




Typical Sections 2A

B617, B618,

Directed by VDOT

To Be Relocated as

Exist. CCTV Camera

25'

39'

22'

63.5'

4 - 12' LANES

MATCH LINE SHEET 5C

12.96'

14'

10' SUP

14' SUP

14' SUP

10'-14' SUP

3 - 12' LANES

4 - 12' LANES

EX. S

HLD

EX. S

HLD

EX. S

HLD

Parsons Brinckerhoff, Inc.

7

0007-029-139

VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135005C.dgn


d82135005C.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

Limits of Grading

55

PT 55+24.26

Asphalt Ramp

Asphalt R

amp

Asphalt R

amp

Brush

& Pines

Mixed Hardwoods

Cedars

Silt F

ence

Silt F

ence

Mixed Cedars & Pines

Mixed Cedars & Pines

Mixed Spr

uce & Pines Mixe

d Hardwood

s & Pine

s

Mixed Har

dwoods

& Pines

Saplings

Metal

Guardrail

Metal

Guardrail

Gravel Shoulder

IPF

661.20'

+28.06

Ex. VDOT

Esm't. P

er VDOT

Plan DT00

-967-101, R/W 2

04

Ex. L/A Lin

e Per VDOT

Plan DT00

-967-101, R/W 2

04

Dulles Toll Road - V

A

Route 267 - W

BL

Asphalt

Asphalt

8' W

ood

Wall

Metal

Guardrail

17A

23

27

28

Grass

Brush &

Medium

Large

Bushes

Evergreens

Hardwoods &Large MixedMedium To

4" Oak4" Oak

4" Maple

3" Cedar

Brush

Mixed Hardwoods & Brush

8" Pine

10" Pine

4" Oak

4" Pines

In Pl. 54.0

0' - 15"

Metal Pipe

Inv. O

ut = 371.40

Inv. In = 372.69

5C

5C

REFERENCES





C

F




WAY SHOWN ON THESE PLANS.Proposed Full Depth Pavement

LEGEND








AC

CE

SS

HIG

HW

AY -

EB

L

DU

LLE

S IN

T'L AIR

PO

RT

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

EB

L


Typical Sections 2A

MATCH LINE SHEET 5

Dulles

Air

port

Access Road E

BL

SR-2

67 E

BL

Leesburg Pike SR-7 NBL

O/

H

Sig

n

O/

H

Sig

n

Gate

SR-7 EBL Leesburg Pike

Ramp

O/H

Metrorail U/C

Ramp

Gate

Crash

Barrier

Ra

mp

6' Chain Link Fence

4' Wood Fenc

e

Wash Grate

Brushes and Shru

bs

Trailer

Trailer

10" Cedar

019

018

Sign

Sign

Brushes and Shru

bs

Sig

n

Sig

n

Sig

n

Sig

n

Brushes and Shru

bs

6' Chain Link Fence

6' Chain Link Fence

Sign

Sign

Crash

Barrier

Conc

Bollards

Sig

n

6' Chain Link Fence

U/C

U/C

U/C

U/C

Trailer

Trailer

Deck

(a)(b

)

Trailer

=

6° 49' 25"

Rt.

PI 36+3

7. 17

S 43°28'44" E

36

37

38

39

41

42

40

091

092

Temp

Building

Trailer

Temp

Building

Gravel

Gravel

Gravel

Gravel

Conc Pier

Conc Pier

Jersey Barrier

Jersey Barrier

Dense

Trees

Dense

Trees

Dense Trees

Dense Trees

Grass

6' Chain Link

Fence

Dense Trees

6' Chain Link

Fence

185385. 0

9

T

T

E

E

T

E

E

Elec.

MH

Elec.

MH

Elec.

MH

Elec. Transfor

mer

Guy Wire

Guy Pole

Tel. M

H

EE

TS

P

Traf. Sig

n

T

TE

OI

PP #B

M75

PP

No #

PP #B

M85

T

Guy

Wire

PP #B

M44

PP #B

M74

PP #B

M53

PP #C

M02

Guy

Wire

PP

No #

PP

No # Guy

Wire

PP

No #

PP

No #

PP No #

Guy WireGuy Wire

Guy

Wire

Gas Lin

e

Marker

Gas Lin

e

Marker

Gas Lin

e

Marker

Gas Lin

e

Marker

Tel. Fiber HH

Tel. Fib

er H

H

Tel. Fib

er H

H

Tel. P

ed.

Guy

Wire (2)

Guy

Wire (2)

EOI

Elec.

Box

On Post

Gas Box

On Post

(QLB(3))(QLD(3))

(QLB(2))(QLD(2))

(QLD)(QLB)

(DATUR-Abandoned)

(DAT

UR)

(DAT

UR)

(QLD)

(QLD)

RA

MP

DShared Use Path

Prop. 10' Asphalt

Limits of Grading

Support Column

Metrorail Guideway

FC

St'd. MS-2 Req'd.

St'd. CG-6 Req'd.

St'd. MS-2 Req'd.

St'd. CG-6 Req'd.

St'd. MS-2 Req'd.

Req'd.

St'd. MS-2

Metrorail Guideway Support Column

St'd. GR-9 Req'd.

St'd. CG-2 Req'd.


St'd. GR-2 Req'd.


RAMP E

DU

LLE

S

TOLL R

OA

D (R

OU

TE 267) -

EB

L St'd. MB-7F Req'd.

St'd. MB-7D Req'd.

St'd. CG-2 Req'd.

RAMP C

534

535

PC 535+4

9.7

7

536

537

538

PT 538+4

4.6

7

539

PC 539+7

9.0

6

540

534

535

PI 5

35+8

3.0

9

536

538

539

540

541

534

535

PI 5

35+8

9.19

536

537

538

539

540

541

20

PC

C 20+9

1.67

21

22

PT 22

+77.2

2

23

24

PO

T 24+2

4.6

5

PO

T 40+0

0.0

0

40

PC 40+2

6.8

9

PC

C 40+6

8.0

6

41

42

43

30

31 POT 31+00.00

PO

T 0+0

0.0

0

0

PC 0+3

4.4

4

PT 0+6

4.3

4

PC 0+9

4.2

2

1

PT 1+70.16

PC 1+97.73

2

St'd. CG-6 Req'd.


St'd. GR-2 Req'd.St'd. GR-9 Req'd.

18 19

PC 19

+98.0

2

20

PT 20+84.00

21

PC 10

+00.0

0

10

11

12PT 12+

10.88

Limits of Grading

54" BPPS-1 Req'd.

54" BPPS-1 Req'd.

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135006.dgn


d82135006.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

Facility

Potential SWM

6

6

REFERENCES





C

F

MA

TC

H

LIN

E

SH

EE

T 5 -

ST

A 534+0

0

MA

TC

H

LIN

E

SH

EE

T 7 -

ST

A 541+00








LEGEND




Typical Sections 2B

B617, B618,

MATCH LINE SHEET 6C (SHARED USE PATH 22+00)

MATCH LINE SHEET 6D (SHARED USE PATH 2+00) MATCH LINE SHEET 6D (RAMP D 29+60)

50.2

9'

38'

30.4

3'

44.2

8'

22'

40'

13'

21.36'

3 - 12' LANES14' SUP

14' SUP

12.96'

12.00'

TO

WE

R

RD.

10' SUP

3 - 12' LANES

SHLD

4 - 12' LANES

& Pines

Mixed Hardwoods

& Pines

Mixed Hardwoods

& Pines

Mixed Hardwoods

Asphalt RampMetal Gu

ardrail

Mixed Hardwoods, Cedars & Pines

Asphalt R

amp

Asphalt R

amp

Asphalt Parking

& Pines

Mixed Hardwoods

4' Iron Rail

3' J

ersey B

arrier

Asphalt

6'

Chainlink Fence w/

Barb

Wire

CG-6

2'-C

&G

2'-C

&GCG-6

CG-6

Gravel

&

Asphalt S

hould

er

Gra

vel &

Asphalt S

houlder

IPF

336.65'

+48.72

Comp

182.64'

+53.40

IPF

196.16'

+61.78

(N 51° 16' 30" E 82.5

8')

(N 83° 4

0' 19" E 16

5.22')

(N 51° 0

1' 16" E 270.19')

(R=50.00' A=4.74')

Per DB 3299 PG 82

Ex. 10' FCWA Esm't.

Per DB 10688 PG 312

Ex. 4.57 m Storm Sewer Esm't.

Ex. V

DO

T

Es

m't. &

L/

A

Lin

e Per V

DO

T

Pla

n

DT00-9

67-101,

R/

W 204

Ex. V

DO

T

Es

m't. Per V

DO

T

Pla

n

DT00-9

67-101,

R/

W 204

Ex. F

AA

R/

W

Per D

B 18

34 P

G 635

Ex. L/

A

Lin

e Per V

DO

T

Pla

n

DT00-9

67-101,

R/

W 204

Ex. F

AA R/

W Per D

B 18

34 P

G 635

Ex. L/

A Line Per V

DOT Plan DT00-9

67-101, R/

W 204

Ex. V

DOT Esm't. Per V

DOT Plan DT00-9

67-101, R/

W 204

Asphalt Parking

Dulles Air

port

Access Road - E

BL

Dulles Toll Road - V

A Route 267 - E

BL

Asphalt

3' Jersey

Barrier

3" Maple

42

43

72

12'

Chain Lin

k Fence

Conc.

Rip Ra

p

& Evergreens

Mixed Har

dwoods

Mediu

m To

Large

Hardwoods

Large Mixed

21" Birch36" Birch

18" Maple

To Grass

To Grass

& EvergreensMixed Hardwoods Medium To Large

Bushes

Grass

To Route 7 West Bound

Shoulder

Asphalt

Shoulder

Asphalt

Grass

3' C

onc. Jers

ey Wall

Ramp

Asphalt

Paved

East B

ound 267

To E

ntra

nce

Brush

Conc. Walk

4" Elm

4" Elm

4" Elm

4" Elm

4" Maple

4" Maple4" Maple

Maple

4"

Retaining

Wall

235326 SF

DB 10085 PG 105

TM 29-1-01-0016

USA, INC

TOYOTA MOTOR SALES,

Sign

Parking

4" Maple

4" Maple

4" Maple

4" Maple

Sig

n

Sig

n

4" Maple

Trailer

Trailer

Deck

Ex. V

DO

T

Es

m't. &

L/

A

Lin

e Per V

DO

T

Pla

n

DT00-9

67-101,

R/

W 204

Facility

Potential SWMMATCH LINE SHEET 6C (SHARED USE PATH 28+70)

Shared Use Path

Prop. 10' AsphaltLimits of Grading

Shared Use Path

Prop. 10' Asphalt

Limits of Grading

St'd. MB-7D Req'd.

Underpass

Pedestrian Prop. Ret. Walls

Limits of Grading

St'd. MB-7D Req'd.

Underpass

Pedestrian

Shared Use Path

Prop. 10' Asphalt

PC 16+85.58

17

18

19

PCC 19+06.3

0

PRC 12+51.43

13

PT 13+37.33

PC 13+93.09

14

15

PT 15+

04.05

22

PC 22+78.61

23

PT 23+8

2.4

3

24

25

26

POT 26+2

0.9

1

27

PC 27+2

2.5

2

PT 27

+68.73

28

PC 28

+38.7

2

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135006C.dgn


d82135006C.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

Facility

Potential SWM

6C

6C



C

F






LEGEND



RA

MP

C

RA

MP

B

MATCH LINE SHEET 6 (SHARED USE PATH 22+00)

MATCH LINE SHEET 7 (SHARED USE PATH 28+70)

REFERENCES



Typical Sections 2B

004

1 - 20' L

AN

E

1 - 18' L

AN

E

5'

5'

DZ-12

6.4'

EX. 6' S

HLD

EX. 6' S

HLD

EX. 6' S

HLD

EX. 6' S

HLD

Jersey Barrier

Elec.

MH

Elec.

MH

Elec.

MH

Elec.

MH

Elec. Transfor

mer

Elec. Transfor

mer

Elec. Transfor

mer

Elec.

HH (E

mpty)

Traf.

Cabin

et #35410

Elec.

Meter

Elec.

HH

TSP

Tel. P

ed.

Elec. Transfor

mer

LP

EEOI

Elec.

MH

PP #B

M74

PP

No #

PP

No # Guy

Wire

Elec.

MH

Elec.

MH

Elec. Transfor

mer

Elec. Transfor

mer

Elec.

HH

Elec.

HH

Elec.

HH





(SH

ARE

D USE PAT

H 11+00)

MAT

CH LIN

E SHEET 6D

PCC 43+52.62

44

45

PT 45+18.31

POT 45+22.55

PC 27+86.49

28

29

PT 29+25.84

POT 0+00.00

0

1

2

PC 2

+08.57

Due S

outh

PC 1+97.73

PT 2+7

6.2

4

3

PC 3+9

4.5

5

4

PT 4+2

5.0

4

5

6

PC 6+2

3.5

6

PT 6+6

6.01

7

PC 7+6

8.59

8

PT 8+25.14

9

PC 9+57.83

Shared Use P

ath

Prop. 10' Asphalt

Shared Use P

ath

Prop. 10' Asphalt

12PT 12+

10.88

13

14

POT 14

+54.71

C Abut.C Pier. C Abut.

C Abut.

C Abut.

Pro

p. R

etaining wall

Shared Use Path

Prop. 10' Asphalt

Shared Use Path

Prop. 10' Asphalt

Limits of Grading

Limits of Grading

Limits of Grading

Mixed Hardwoods

Asp

halt Ram

p

Grass

8" Maple

6" Cedar

6" Cedar

6" Cedar

Mio

xed

Hard

woods,

Cedars

&

Underbrush

Asphalt Ram

p

Asphalt R

amp

Asphalt R

amp

Pines

Pines

Pines

Mixed Hardwoods

Conc. Ra

mp

Transmitter

WMAA

Shed

Mast

Antenna

Gate

Gravel Parking

Asphalt Parking

Pad

Asphalt

Trailer

Trailer

Trailer

Storage

Open

Asphalt Walk

3' Jersey

Barrier

3' Jersey Barrier

Asphalt

6' Chainlink Fence

6' Chainlink Fence

(S 77° 4

1' 30" E 75

4.60')

Ex. F

CW

A Esm't. Per D

B 5927

PG 1562

Ex. L/A Line P

er V

DOT Plan

DT00-967-101, R/

W 204

Ex. F

AA R/

W Per D

B 1834 PG 635

Ex. V

DOT Esm't. Per V

DOT Plan

DT00-967-101, R/

W 204

Conc. C

urb

Conc. Slab

65

66

67

68

15" Pine

Pine

10" Twin

3" Cherry

3" Cherry

10" Cherry

Mixed Har

dwoods

& Cedar

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135006D.dgn


d82135006D.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S



C

F


LEGEND












6D

6D

MATCH LINE SHEET 6 (SHARED USE PATH 2+00)MATCH LINE SHEET 6 (RAMP D 29+60)

(SH

ARE

D USE PAT

H 11+00)

MAT

CH LIN

E SHEET 7

RA

MP

A

RA

MP

D

RA

MP

E

REFERENCES



Typical Sections 2B

1 - 16' LA

NE

TO

WE

R

RD.

Dense Trees

Crash

Barrier

U/C

U/C

Riser

Sub-Station

Ramp

Sign

Sign

SR-7 NBLLeesburg Pike

O/H Matero Rail (U/C)

SR-7 SBL Leesburg Pike

Ashgrove Lane

Sig

n

Conc.

Sig

n

Sig

n

Conc

Rip-R

ap

Bollards

4" Maple

4" Maple

4" Maple

4" Maple3" Maple

3" Maple

Asphalt Sidewalk

Conc.

3" Maple

020

024

025

026

021

028

029

030

031

032

023

022

027

033

034

035

037

036

038

039

040

Sig

n

Sig

n

Rip-R

ap

Conc

Conc. Sig

n

Retaining Wall

6' Chain Link Fence

U/C

3" Maple

Sig

n

U/C

U/C

U/C

U/C

U/C

U/C

Conc

U/C

3" Oak

3" Oak

U/C

U/C

U/C

U/C

U/C

U/C

(N 51° 16' 30" E 82.5

8')

(R=239.32' A=68.22'C20

R=239.32' A=68.22'

Ex. L/A Line P

er V

DOT Plan

DT00-967-101, R/

W 204

Ex. F

AA R/

W Per D

B 1834 PG 635

Ex. V

DOT Esm't. Per V

DOT Plan

DT00-967-101, R/

W 204

Ex. F

AA R/

W Per

DB 1834 P

G 635 T

19

(S 38° 10' 34" E 172. 97')

(46. 58')

(S 01° 2

9' 42" W)

T19 (S 16° 39' 16" E 13. 65')

T20 (S 55° 39' 16" E 37. 12')

T21 (S 36° 15' 00" E 138.87')

C20

T20 T21Ex. R/W Per DB 20011 PG 814

(N 03°44'44" E 22.50')

4" Maple

4" Maple

4" Maple 4" Maple

3" Oak

3" Oak 3" Oak 3" Oak 3" OakIPF

21. 22'

+47. 70

=

3° 43' 32"

Rt.

PI 43

+69. 97

S 39°45'11" E43

45 46 47 48 49

=

0° 43' 08" Lt.

PI 47+ 76. 94

(N 38°02'50" W 270.28')

(N 21°31'59" E 37.88')

N 21°37'52" E 37.88'

N 03°50'07" E 22.50'

N 37°56'59" W 261. 50'

S 39°02'04" E44

(a)

(b)

Str

ucture

Not found

(Burie

d)

(b)

(c)

(a) (c

)

(a)

(b)

(c)

(d)

In Pl. Grate

Rim

= 379. 54

In Pl. R

CP

Inv. . O

ut

= 375. 44

Construction

Barrels

2793

83. 8

1

278383. 9

0

E

T

TT

T

T

T

TV

E

T

T

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP LP

LP LP

Elec. Transfor

mer

Elec. Transfor

mer

Elec.

MH

Elec.

MH

TV

HH (E

mpty)

Tel. M

HTel. M

H

Tel. M

H

Tel. P

ed. Tel. Ped.

Tel. H

H (E

mpty)

TT

Guy

Wire

WV (2)

WV (2)

WV

WV

FH

WV (2)

WV

WVWV

WV

FH

WM

GV G

V

Tel. M

H

Tel. M

H

E

E

E

EE

E

T

T

EOI

T

Elec.

MH

Elec.

MH

Elec.

MH

E

LP Elec.

MH

Elec.

MH

Elec. Transfor

mer

Elec. Transfor

mer

Water Test

Station

Water Test

Station FH

GV

GV

GV

GM

PP

No #

Tel. M

H

Tel. Fib

er H

H

Tel. M

H

Tel. Fib

er H

H

Elec.

HH

LP

WV (3)

WV (2)

TTel. P

ed. (Fib

er Untr

aceable)

Tel. H

H

(DAT

UR-A

bandoned)

(DAT

UR-A

bandoned)

(DATUR-Abandoned)

(DAT

UR-Aban

doned)

(DATUR-Abandoned)

(DATUR-Abandoned)

(DATUR-Abandoned)

2728

29

30

004

003

Sidewalk Esm't.

Prop. Permanent

Shared Use Path

of Retaining Wall and

Installation and Maintenance

Prop. Perm. Esm't for

Sta. 547+21.27

End Construction

Sta. 547+32.46

End Project 0007-029-139, R201Constructed by Others

Tie to Existing MS-2

Limits of Grading

Limits of Grading

Constructed by Others

Tie to Existing MS-2

Shared Use Path

Prop. 10' Asphalt



Prop. Ret. Walls

St'd. MS-2 Req'd.

St'd. MS-2 Req'd.

St'd. CG-6 Req'd.

Existing R/W

Req'd.

St'd. CG-6

St'd. CG-12, Type A Req'd.


Tie to Existing Curb Ramp

Type B Req'd.

St'd. CG-12,

Type B Req'd.

St'd. CG-12,

Sta. 543+53.03

End Project 0007-029-139, C501, P101

RAMP A

Existing R/W

Shared Use Path

Prop. 10' Asphalt

Prop. Ret. Walls

St'd. CG-6 Req'd.


Tie to Existing Curb Ramp

Req'd.

St'd. CG-2

RA

MP

B

542

543

PT 543

+49.4

5

544

545

546

547

548

541

542

PI 5

42

+79.13

543

544

545

546

PC 546+16.7

4

547

548

PT 548+0

4.2

1

541

542

PI 5

42

+85.19

543

544

545

546

PC 546+2

2.0

5

547

548

PT 548+0

7.0

5

3

4

5

PT 5+3

5.3

0

6

PO

T 6+10.8

7

PO

T 10

+00.0

0

10

PC 10

+60.8

7

11

PCC 11+15.47

12

10

PCC 10

+80.2

6

11

PT 11+3

5.76

Share

d Use

Path

Pro

p. 10' Asphalt

Share

d Use

Path

Pro

p. 10' Asphalt

29

PCC 29+5

2.09

PT 29+9

6.5

1

30

PI 3

0+5

3.9

7

31

32

PC 32

+01.9

9

PCC 32+15.53

PT 32+26.74

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135007.dgn


d82135007.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

7

7

REFERENCES





C

F

MA

TC

H

LIN

E

SH

EE

T 6 -

ST

A 541+00

MA

TC

H

LIN

E

SH

EE

T 8 -

ST

A 548+0

0






LEGEND




Typical Sections 2B

(SH

ARE

D USE PAT

H 11+00)

MAT

CH LIN

E SHEET 6D

MATCH LINE SHEET 6C (SHARED USE PATH 28+70)

26'

30'

45.4

1'

3 - 12' LANES

4 - 12' LANES

1 - 16' L

AN

E

T

T

T TV

TV

T

T

TT

TT

TT

TT

EE

T

TT

T

TV

EE

TC

E

EE

LP

LP LP

LP

LP

Elec.

MH

Elec.

MH

Elec. Transfor

mer

Elec. Transfor

mer

Elec. MH

Elec. MHElec. Transform

er

Elec.

MH

Elec.

MH

Elec. Transfor

mer Elec. HH

EOI

Tel. MH

Tel. M

H

Tel. P

ed.

Tel. C

abin

et #8590

TV

HH

TV H

H

TV H

H

Traf. HH

TSP

Tel. M

H

Tel. M

H

Gas Regulator

EE

E

E

ET

T

T

TT

Elec.

MH

Elec.

MH

Elec.

MH

Elec.

MH

Elec.

MH

WV

FHWV

WV

WV

WV

WV

WV

WVFH

WV (N

o Lid) W

V

WV (2)

WV (N

o Lid)

GV

GVG

V

GV

Tel. M

H

Tel. M

H

Tel. M

H

Tel. M

HTel. M

H

T

T

TTTT

T

T

EE

E

E E

T

T

T

T

TC

T

T

T

T

Elec.

MH

Elec.

MH

Elec. Transfor

mer

Elec. Transfor

mer

Elec. Transfor

mer

Elec.

Meter

Traf.

HH

EElec.

HH

Elec.

MH

Elec.

MH

Guy

Wire

PP

No #

Guy

Wire

Guy

Wire

PP

No #

LP

LP

LP

EOI

FH

WV (A

bandoned)

GV

GM

TC

Traf.

Cabin

et

Traf.

HH

TC

TC

TS

P

TS

PTraf.

HH

TS

P

TS

P (T

emporary)

Traf.

HH (E

mpty)

EOI

EOI

Tel. Fiber H

H

Tel. M

H

Tel. M

H

Tel. P

ed.

Tel. Fiber H

H

Tel. Fib

er H

H

Tel. M

H

Tel. P

ed.

Tel. H

H (E

mpty)

Tel. H

H (E

mpty)

Tel. Fib

er H

H

Tel. Fib

er H

H

Tel. Fib

er H

H

Tel. M

H

Tel. Fib

er H

H

EOI

Tel. Fiber HH

Tel. Fiber HH

Tel. Fiber HH

Tel. Fiber HH

Tel. Fiber HH

Tel. Fiber HH

Tel. Fiber HH

Elec. Sign

Elec. Transfor

mer

(Untr

aceable Cables)

Tel. Fib

er H

H

EOI

EOI

EOI (3)E

OI

EOI

EOI

Tel. Fib

er H

H

Tel. Fib

er H

H

Tel. Fib

er H

H

(No Record of Connection)

Gas Test

Station

Unk. Valve

(DAT

UR-A

bandoned)

(QLD)(QLB)(D

AT

UR)

(DA

TU

R)

(QL

D)

(DA

TU

R-A

bandoned)

(DA

TU

R-A

bandoned)

(DA

TU

R-A

bandoned)

(DATUR-Abandoned)

(QLD)(QLB)

(DATUR-Abandoned)

(DATUR-Abandoned)

Conc

SupportConc

Support

Westw

ood

Center Drive

Tyco Road

O/H Matero Rail (U/C)

Conc

Sign

Conc

Sig

n

Sig

n

(c)

(a)

(a)

(d)

(c)

(b)

(b)

(c)

(a)

(a)

(c)

(b)

3" Maple

Truck Scales

Conc

Grass

Media

n

Conc

Sig

n

Conc

Conc

(a)

042

043

044

045

046

051

052

057

060

059

048

047

049

050

055

041

058

(a)

(b)(c)

056

061

062

063

Manhole

Sign

6' Chain Link Fence

Sig

n

U/C

U/C

U/C

064

Conc

ConcAsphalt Walk

Conc

Asphalt Walk

Flagpole

Bollards

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

Conc.

Bushes

Sign

Bushes

4'

Chain Lin

k Fence

Asphalt Walk

Brick Walk

U/C

U/C

U/C

(d)

054

U/C

U/C

6' Chain Link Fence

3" Cherry

3" Cherry

U/C

T23

N 51° 0

1' 3

9" E 504.5

2'

R=4

41.00'

A=145.2

1'

Ex. R/W Per VDOT Plan A-7148

(S 61° 3

7' 30"

W 578.5

8')

N 51° 0

1' 4

0" E 578.7

8'

(N 61° 3

7' 30" E 17

5.0

0')

N 39° 34' 31" W 137.17

(S 28° 22' 51" E 169.99')

(N 28° 22' 30" W 170.00')

(S 62° 32' 40"

W 603.3

1')

(R=4

41.00'

A=145.2

1')

(S 31° 37' 48" E 395.05')

C22

(S 72° 30' 09"

W 458.5

7')

T27

T28

T29

T30T31

T28 (N 72° 52' 09" E 39. 41')

T29 (S 37° 36' 14" E 207. 51')

(N 38°08'08" W 195.51')

(N 45°5

2'2

5" E)

(51.23')

(S 62° 32' 40"

W 576.3

1')

T36 (N 10° 56' 13

" W 30. 87')

T36

=

3° 58' 51" Rt.

PI 51+ 4

9. 34

=

4° 22' 40" Lt.

PI 54+ 31. 6

2

S 43°00'54" E

S 38°38'15" E50 51

52

53

54 5

5

56

N 38° 02' 00" W 270.00'

T37 S 61° 0

8' 14"

W 9. 3

7'

T38

C23

T37

T38

N 71° 0

4' 37"

W 32. 51'

R

=43. 0

0'

A=11. 9

2'

C22

N 10° 56' 44"

W 30. 87'

N 45°5

2'14" E

N 38°08'39" W 195.51'

S 39°02'04" E

053

Construction

Bollards

ShurbsShurbs

10"

Oak

10"

Oak

Wood

Retainin

g

Wall

T22

C21

T24

(N 38°08'42" W)

(52.35')

108.0

6

S51°02'2

9"W

(R= 43.0

0'

A=15.0

6')

276

391.05

277386. 17

31

32

33

34 38

30

35

Curve RT7E-5

PI = 549+56.27

T = 50.15'

L = 100.30'

R = 5,000.01'

549+06.12PC =

PT = 550+06.42

Curve RT7W-5

PI = 550+32.27

T = 51.69'

L = 103.38'

R = 3,011.01'

549+80.58PC =

PCC =550+83.95

Curve RT7W-6

PI = 551+49.73

T = 65.78'

L = 131.55'

R = 5,011.00'

550+83.95PCC =

PT = 552+15.50

V = 40 MPH

V = 40 MPH V = 40 MPH

e = Existinge = Existing

e = Existing

(RO

UT

E 3888)

WE

ST

OW

WO

D

CE

NT

ER

DRIV

ET

YC

O

RO

AD (R

OU

TE 3888)



548

549

PC 549+0

6.5

2

550

PT 550+0

6.8

1

551

552

PO

T 552

+09.4

2

548

PT 548+0

4.2

1

549

PC 549+7

8.6

2

550

PC

C 550+8

0.6

2

551

552

PT 552

+11.12

548

PT 548+0

7.0

5

549

PC 549+8

1.45

550

PC

C 550+8

4.8

3

551

552

PT 552

+16.3

7

7

0007-029-139






VA.

STATE

ROUTE PROJECT

REVISEDSTATE

STATE


d82135008.dgn


d82135008.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


0

SCALE

25' 50'




VA.

R201, P101

0007-029-139, C501,

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

8

8

REFERENCES





C

F

Existing R/W

Existing R/W

MA

TC

H

LIN

E

SH

EE

T 7 -

ST

A 548+0

0




WAY SHOWN ON THESE PLANS. Proposed Full Depth Pavement

LEGEND


Typical Section 2B

FOR INFORMATION ONLY

T

T

T

T

TC

TC

Traf.

HH

Traf.

HH

TC

Traf.

Ca

m. Pole

Guy

Wire

T

Gas Lin

e

Marker

Tel. H

HTel. Fiber HH

TTel. M

H

(QLB(3))(QLD(3))

(QLB(2))(QLD(2))(QLD(2))(QLB(2))

(QLD(3))(QLB(3))

(QLD)(QLB)(QLB)(QLD) (DATUR)

(DATUR-Abandoned)

(DAT

UR)(Q

LD)

Mixed Hardwoods & Pines

Mixed Hardwoods

Overhead Sig

n

Conc.

Overhead SignsSigns

Overhead

Metal Guardrail

Overhead Signs

Metal Guardrail

539

540

541

542

543

Leesburg Pike - Route 7 - Survey C/L

Leesburg Pike - VA Route 7 - EBL

3' Conc. Jersey Barrier

3' Conc. Jersey Barrier

CG-2

CG-2

CG-2

CG-2

Guardrail

Ditch

Wet Weather

Asphalt

Gravel Shoulder

Wet Weather Ditch

Metal Guardrail

Slope Protection

Conc.

Slope Protection

Conc.

AsphaltWet

Weather Ditch

Asphalt

Asphalt

Wet

Weather Ditch

Wet

Weather Ditch

3"

Beech

3" Locust

4"

Cedar

8" Locust

Triple3" Locust

3" Locust8" Locust

5" Locust

4"

Beech

Conc. Vault

5"

Beech

12" L

ocust

4" Beech

15" Locust

12" Locust

4"

Beech

4"

Beech

8" Beech

Twin

Asphalt

Asphalt

4" Pear

CG-2

CG-2

CG-2

Slope Protection

Conc.

Slope Protection

Conc.

Gravel

(2) 8" Pears

4" Peach

Wet

Weather Ditch (Dirt Filled)

Conc. Parapet Wall

Conc. Parapet Wall

Conc. Parapet Wall

Conc. Parapet Wall Conc. Parapet Wall

Conc. Parapet Wall

Conc. Parapet Wall

Conc. Parapet Wall

Conc. SidewalkConc. Sidewalk

Conc. Sidewalk Conc. Sidewalk

Asphalt C

overed

Conc. A

pproach

Sla

b

Asphalt C

overed

Conc. A

pproach

Sla

b

CG-2 8' Chainlink Fence

Metal Guardrail

6' Chainlink Fence

6' Chainlink Fence

6' Chainlink Fence

Wheel Guard

Wheel Guard

Wheel Guard

Wheel Guard

For Conduit

Metal Access Panel

For Conduit

Metal Access Panel

For Conduit

Metal Access Panel

For Conduit

Metal Access Panel

For Conduit

Metal Access Panel

Wingwall

Wingwall

Wingwall

Wingwall

Wingwall

Win

gwall

18

19

21

Ditch

14" Evergreen

12" Evergreen

Trav. #178

Trav. #185

Approach Sla

b

Conc.

Approach Sla

b

Conc.

6' Chainlink Fence

8' Chainlink Fence

Conc. Bridge DeckConc. Bridge Deck

Conc. Bridge DeckConc. Bridge Deck

* See Note

Elev. = 389.60'

Benchmark

** See Note

Elev. = 388.38'

Benchmark

CG-2

Leesburg Pike - VA Route 7 - WBL

STRUCTURAL ENGINEER

RICHMOND, VA

VDOT S&B DIVISION

MANAGER

DISTRICT CONSTRUCTION

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

REVISIONS

For Table of Revisions,

see Sheet 2.



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:

c_ _ _ _ _ _ _ _ _ _Date:

b189088001.d

gn

7

82135

0007-029-139, B617, B618

Date

Approved:

Recommended for Approval:

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

Date

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

District Administrator

District Project Development Engineer

FAIRFAX COUNTY - 1.9 MI. W. INT. RTE. 495

PROJ. 0007-029-139, B617, B618

PROPOSED BRIDGE WIDENING ON

AND AIRPORT ACCESS HIGHWAY

RTE. 7 OVER DULLES TOLL ROAD

2015, Commonwealth of Virginia

FOR CONSTRUCTION

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

000000000006248000000000006246

X231-SN

CO

NC

EP

T

PL

AN

S13921 Park C


don, Virginia 20171

Sta. 532+62.56

C Pier 1L L

L L L L L

Face of curb

LRoute 7 Constr. B

L

L

L

Approach slab Approach slab

CD road

for future

45'-0" cl. min.

C CC C

ABUTMENT A PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 ABUTMENT B

Span fSpan eSpan dSpan cSpan bSpan a

Finished grade

Road WBLL Dulles Toll

Road WBLL Dulles Access Road EBL

L Dulles Access

Road EBLL Dulles Toll

Exp. Exp. Exp. Exp. Exp. Exp.Fix.

vert. cl.

18'-11" min.vert. cl.

16'-6" min.

vert. cl.

17'-6" min.

vert. cl.

19'-3" min.

C

C

Road WBLL Future CD

Road EBLL Future CD

vert. cl.

16'-6" min.

vert. cl.

16'-6" min.

LB

typ.abutmentsexist.Remove

slab typ.

Approach

structure, typ.

Retaining wall

pedestrian fence

Decorative steel

B Route 7 WBL

Measured along

L

Sta. 531+48.20

C Pier 1

typ.

19-06'-00"

Sta. 534+68.86

C Pier 5

10"

64'-

0"

10"

10"

14'-

0"

10"

531

532

533

534

535

PC 535+4

9.7

7

531

532

533

534

535

PI 5

35+8

3.0

9

536

PI 5

30+8

0.7

0

531

532

533

534

535

PI 5

35+8

9.19

536

POT 50+00.00

50

PT 13

+80.7

3

14 15 16 17 18 19

PI 5

30+8

2.0

9

10"

Exist.

WB

L

Brid

ge

45'-

8"~

Exist.

EB

L

Brid

ge

48'-

11"~

B Route 7 EBL

Measured along

L

CD road

for future

45'-0" cl. min.

Int'l

Air

port

To

Dulles

To

Rte.

676

I-495

To

I-495

To

To I-495

To Rte. 694

Min.

10'-

0"

Road WBL

C Dulles TollL

Road WBL

C Dulles AccessL

Face of curb

Road EBL

C Dulles Access

LRoad EBL

C Dulles Toll

L

Constr. B

Shared Use Path

B Route 7 WBL

B Route 7 EBL

o

Sta. 531+24.06

Abutment A

End of slab

WBL Bridge

437'-2" Out to Out of WBL Bridge

437'-2" Out to Out of EBL Bridge

Sta. 535+61.23

Abutment B

End of slab

WBL Bridge

Face of curb

Face of curb

Sta. 533+88.70

C Pier 4

Sta. 534+68.86

C Pier 5

Sta. 530+89.95

Abutment A

End of slab

EBL Bridge

Sta. 535+27.11

Abutment B

End of slab

EBL Bridge

Sta. 530+89.95

End of slab

Beginning of bridge

EBL Bridge

DEVELOPED SECTION ALONG RTE. 7 EBL

Sta. 535+27.11

End of slab

End of bridge

EBL Bridge

437'-2" Out to Out of EBL Bridge

vertical cl.Point of min.

to the As-built bridge plans.

The substructure designation in this plan has been reversed in relation

The bridge plan has been oriented to match the roadway stationing.

Note:

with Sec. 411.

The existing structure is designated a Type B structure in accordance

any discrepancies and interferences, before commencing work.

dimensions and existing bridge conditions and shall notify VDOT of

The Contractor shall be responsible for field verification of all

Elevations shown are based on Vertical Datum NAVD 88.

Structure and Bridge Section.

As-Built Plans can be obtained from VDOT - Northern VA District

on the As-Built bridge plans No. 189-08 and 189-08A. A copy of the

These plans are prepared based on survey and the information shown

and 189-08A.

Bridge No. of existing bridges are 1132 and 1133 and Plan No. is 189-08

Low permeability concrete shall be used in this project.

be Class A4. Concrete in substructure shall be Class A3.

Concrete in superstructure including parapets and terminal walls shall

2011 and latest revisions.

Department of Transportation Work Area Protection Manual, June

This project shall be constructed in accordance with the Virginia

documents.

Specifications and Special Provisions included in the contract

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:

HL-93 loading for new superstructure and substructure.

substructure.

Capacity: HS20-44 loading and alternate military loading for existing

Span layout: 58' - 80' - 80' - 80' - 80' - 58'.

14'-0" SUP. Overall width 147'-8" face-to-face of rails.

Width: 14'-0" SUP, 51'-0" roadway, 16'-0" median, 51'-0" roadway,

80'-

6"

WB

L

27'-

4"

68'-

6"

EB

L

14'-

0"

Rte. 7 constr. profile along Existing ground

Span c

138'-6"

Span b

160'-2"

Span a

138'-6"

typ.

19-01'-39"

Railin

g

10"

S

UP

Substructure to be re

mo

ve

d

Superstructure and

Portio

ns of

PLAN

Face of rail

Face of curb

Face of curb

Face of curb

Face of rail

pedestrian fenceDecorative steel

WBL BRIDGE

EBL BRIDGE

pedestrian fenceDecorative steel

barrier typ.End concrete

Span a

80'-2"

Span b

80'-2"

Span c

80'-2"

Span d

80'-2"

Span e Span f

typ.

Edge of Pavement

typ.

19-06'-00"

Sta. 532+28.36

C Pier 2

Sta. 531+48.20

C Pier 1

Sta. 533+88.70

C Pier 4

Sta. 534+68.86

C Pier 5


Sta. 534+68.86

C Pier 5

Sta. 534+22.73

C Pier 2



9

Traffic

Lanes*

Traffic

Lanes*

52'-

0"

* - Width including shouldersSUP - Shared Use Path

Legend:

Scale: 1" = 25'

Sta. 533+08.53

C Pier 3

LB

58'-3" 58'-3"

to be re

mo

ve

d

Superstructure and

Substructure

189-08B

with Sec. 411. The existing structure is designated a Type B structure in accordance

any discrepancies and interferences, before commencing work.dimensions and existing bridge conditions and shall notify VDOT of The Contractor shall be responsible for field verification of all

Elevations shown are based on Vertical Datum NAVD 88.

Structure and Bridge Section.As-Built Plans can be obtained from VDOT - Northern VA District on the As-Built bridge plans No. 189-08 and 189-08A. A copy of the These plans are prepared based on survey and the information shown

and 189-08A.Bridge No. of existing bridges are 1132 and 1133 and Plan No. is 189-08

Low permeability concrete shall be used in this project.

be Class A4. Concrete in substructure shall be Class A3.Concrete in superstructure including parapets and terminal walls shall

2011 and latest revisions.Department of Transportation Work Area Protection Manual, JuneThis project shall be constructed in accordance with the Virginia

documents.Specifications and Special Provisions included in the contractThese plans are incomplete unless accompanied by the Supplemental

Bridge Standards, 2008. Standards: Virginia Department of Transportation Road and

Modifications. Edition, 1996; 1997 and 1998 Interim Specifications; and VDOT AASHTO Standard Specifications for Highway Bridges, 16th

2012; Interim Specifications; and VDOT Modifications. Design: AASHTO LRFD Bridge Design Specifications, 6th Edition,

Bridge Specifications, 2007. Construction: Virginia Department of Transportation Road and

Specifications:

pier footings for bridges B617 and B618. HL-93 loading for new superstructure and substructure except

B617 and B618. substructure and pier footings (new and existing) for bridgesCapacity: HS20-44 loading and alternate military loading for existing

EBL: 58'-3" - 80'-2" - 80'-2" - 80'-2" - 80'-2" - 58'-3" WBL: 138'-6" - 160'-2" - 138'-6"

Span Layout:

Overall width 66'-10" face to face of rails. EBL: 52'-0" Roadway, 10" Barrier, 14'-0" SUP Overall width 78'-10" face to face of rails. WBL: 14'-0" SUP, 10" Barrier, 64'-0" roadway

Width:

2'-6" 2'-6"4 spa. @ 7'-11" = 31'-8" 2 spa. @ 6'-1•"

= 12'-3"

2'-7•"2'-7•" 5 spa. @ 8'-1" = 40'-5"

BRoute 7 construction L

2'-0"12'-0"23'-0" 12'-0" 26'-0"

28'-7•" 33'-4•"BB

L telephone conduitsC

CL electrical conduits

CL conduits

CL electrical conduits

1'-1"1'-6"

Pedestrian

Fence, typ.

8"

Slab

5'-0"1'-1" 1'-1"1'-6" 2'-0"

8"

Slab

1'-4"

Existing 36WF

beams, typ.

Existing 36WF

beams, typ.

48'-11"

5'-0"

45'-8"

EXISTING TRANSVERSE SECTION

Existing L Rte. 7 WBL Existing L Rte. 7 EBL

girderExisting

girderExisting

Pedestrian

Fence, typ.

Constr. B

Rte. 7 WBL

L

Constr. B

Rte. 7 EBL

L

TRANSVERSE SECTION

Dimensions shown are from as-built plans.

Note:

10"

14'-0"

Shared use path

10"

10"

3'-0" 6 Spa. @ 10'-5" = 62'-6" 3'-0"

typ.

BR27C-12 parapet

typ.

BR27C-13 Parapet

10"

2'-0"

10"

3'-2•"7 Spa. @ 10'-7" = 74'-1"3'-2•"

Finished grade

DESCRIPTION

PEDESTRIAN UNDERPASSES

VA STRUCTURE NO. FEDERAL I.D.

Ramp from WB 267 to WB 7

Ramp from WB 7 to WB 267

Ramp from WB 267 to Rte. 7 top of Ramp

1932 30426

1933 30427

1934 30428

1935 30429

concrete arch

Precast continuous

with vertical walls

Precast concrete arch

envelope

Min. clearanceenvelope

Min. clearance

Ramp from WB 7 to EB 267Ramp from EB 267 to WB 7, and

Truss

PEDESTRIAN OVERPASS

TYPICAL SECTION

DESCRIPTION

PEDESTRIAN OVERPASSES

VA STRUCTURE NO. FEDERAL I.D.

1936 30430Ramp from EB 7 to EB 267Ramp from EB 267 to Rte. 7 top of Ramp, andRamp from EB 267 to EB 7,

Pedestrian fence (Type C)

12" x 12" concrete curb

vertical membersshall line-up with the trussPedestrian fence post locationsNote:

Shared Use PathShared Use Path

Shared Use Path

(Typ.)Handrail

min.

5'-0"

min.

5'-0"

min.

5'-0"

min.

5'-0"

Scale: ‰" = 1'-0"

10'-

0"

5'-0" 5'-0"

10'-0"

5'-0" 5'-0"

10'-0"

10'-

0"

7'-0" 7'-0"

14'-0"

Left turn lane

12'-0" to 0'-0"

Varies

Shoulder

Varies 2'-0" to 14'-0"

2% slope

52'-10" 26'-0" 52'-10"14'-0"

10"

Slab

9"

Slab

9"

2% slope

pedestrian fence

Decorative steel

temporarily relocated and reinstalled

C telephone conduits to beL typ.

C GirderL

Rte. 7 WBL

Point of finished grade

Rte. 7 EBL

Point of finished grade

L

pedestrian fence

Decorative steel

1'-

0"

8'-

4"

9'-

0"

80'-6"

27'-4"

68'-6"

TYPICAL PEDESTRIAN UNDERPASS ALTERNATIVES

Face of rail

10

10

Face of railFace of rail

Face of rail

Face of rail

Face of rail

Face of rail

PROPOSED TRANSVERSE SECTION

50'-0"

Proposed

Future2'-0"

3 lanes @ 12'-0" = 36'-0"

4 lanes @ 12'-0" = 48'-0"

14'-0" Shoulder

New Structure Existing Structure

Legend:

relocated and reinstalled

C conduits to be temporarily

LC

LCLC

Face of rail

WB lane arrows shown for future lane configuration.

Shoulder

2'-0"

4 lanes @ 12'-0" = 48'-0"

52'-0"

Shared use path

14'-0"

$TIM

E$

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

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

Checked: ............c


STRUCTURE AND BRIDGE DIVISION



Revisions

STATEROUTE

FEDERAL AID

ROUTE PROJECT

STATE SHEET

NO.PROJECT

STRUCTURAL ENGINEER

RICHMOND, VA

JOHNSON, MIRMIRAN & THOMPSON

$FIL

E$

$D

AT

E$

FOR CONSTRUCTION


PRELIMINARY PLANS

7

March, 20152015, Commonwealth of Virginia

0007-029-139, B617, B618VA.

189-08B

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

CIP Facing

1'-7"

7"

1'-3"1'-3"

C Brg. Abut.L

2'-10"

Approach Slab Top of Deck

Finished gradeLagging

Steel HP Pile

ABUTMENT SECTION ABUTMENT DETAILS

Steel pile

EPS Material

filter fabric

GeotextileVarie

s

Back

wall

Varie

s

3'-

0"

Fo

otin

g

5'-6"

1'-3" 3'-0" 1'-3"(if required)

Tie back

11

11Scale: •" = 1'-0"

$TIM

E$


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

Checked: ............c





Revisions

STATEROUTE

FEDERAL AID

ROUTE PROJECT

STATE SHEET

NO.PROJECT

STRUCTURAL ENGINEER

RICHMOND, VA


$FIL

E$

$D

AT

E$

FOR CONSTRUCTION


PRELIMINARY PLANS

7


0007-029-139, B617, B618VA.

189-08B

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S

Proposed grade

4'-0"

2'-0"2'-0"

LC Pier & C Brg.L

1'-6"1'-6"

3'-0"

LC Pier & C Brg.L

Existing pier

wall e

xte

nsio

n

Limit of pier

PIER DETAILS

Drilled shaft

(WBL BRIDGE)

TYPICAL NEW PIER SECTION(EBL BRIDGE)

TYPICAL PIER MODIFICATION SECTION

grade

Existing/Proposed

1'-6"1'-6"

3'-0"

LC Pier & C Brg.L

Proposed pier

Proposed grade

(EBL BRIDGE)

TYPICAL NEW PIER SECTION

Drilled shaft

12

12Scale: •" = 1'-0"

to

p of

wall

to pla

ce

me

nt of

of co

ncrete prior

Re

mo

ve to

p 3" to 4"

Dowels

Top of pier cap/bearing

typ.

1" min. pedestal

Top of pier cap/bearing Top of pier cap/bearing

Legend:

Existing structure

Completed structure

Demo structure

Proposed pier column

(if required)

Drilled shaft cap

$TIM

E$


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

Checked: ............c





Revisions

STATEROUTE

FEDERAL AID

ROUTE PROJECT

STATE SHEET

NO.PROJECT

STRUCTURAL ENGINEER

RICHMOND, VA


$FIL

E$

$D

AT

E$

FOR CONSTRUCTION


PRELIMINARY PLANS

7


0007-029-139, B617, B618VA.

189-08B

13921 Park C


don, Virginia 20171

CO

NC

EP

T

PL

AN

S