proposal submittal letter of submittal and attachments ...€¦ · 26000 simpson road, north...
TRANSCRIPT
Replacement of I-81 Structures 18942 & 18944 over Route 808
Halls Bottom Road and Sinking CreekFrom: 0.94 Miles Northeast of Route F310
To: 1.83 Miles Southwest of Rte. 611 Spring Creek Road
Letter of Submittal and Attachments
State Project No.: 0081-095-038, P101, RW201, C501, B675, B676Contract ID Number: C00107116DB85
Washington County, Virginia
March 7, 2016
Volume IProposal Submittal
4.1 Letter of Submittal
March 7, 2016 Mr. Suril R. Shah Alternate Project Delivery Office Virginia Department of Transportation (VDOT) 1401 East Broad Street Richmond, Virginia 23219
RE: Request for Proposal (RFP)
Replacement of I-81 Structures 18942 & 18944 over Route 808 Halls Bottom Road and Sinking Creek Proj. No.: 0081-095-038, P101, RW201, C501,
B675, B676 Contract ID No: C00107116DB85
Dear Mr. Shah: Wagman Heavy Civil, Inc. (Wagman) is pleased to submit our Letter of Submittal for this VDOT Design-Build Project for the Replacement of I-81 Structures 18942 & 18944 over Route 808 Halls Bottom Road and Sinking Creek project. In accordance with the Section 4.1 requirements of the Request for Proposal, we offer the following information for review, with additional information provided in the attachments.
4.1.2 Offerors’s Intent Wagman intends to enter into a contract with VDOT for the Project in accordance with the terms of this RFP. 4.1.3 Declaration of Proposal Wagman declares that the offer represented by the Technical and Price proposals will remain in full force and effect beginning on March 7, 2016 and for one hundred twenty (120) days thereafter. 4.1.4 Point of Contact Mr. David W. Lyle, V.P., DB / Major Pursuits Wagman Heavy Civil, Inc. 26000 Simpson Road, North Dinwiddie, VA 23803-8943 T 804-631-0003 / F 804-733-6281 M 804-731-3707 / [email protected] 4.1.5 Principal Officer for the Offeror Mr. Greg M. Andricos, PE, President/COO Wagman Heavy Civil, Inc. 3290 N. Susquehanna Trail, York, PA 17406 T 717-764-8521 x292 / F 717-764-2799 M 717-825-8688 / [email protected]. 4.1.6 Final Completion Date September 4, 2018 4.1.7 Proposal Payment Agreement An executed Proposal Payment Agreement form (Attachment 9.3.1) is located in the Appendix portion of this proposal.
4.1.8 Debarment Forms Team members have executed Certification Regarding Debarment Forms Attachment 11.8.6(a) and 11.8.6(b). All of these forms are in the Appendix portion of the proposal. 4.19 DBE Participation Goal Wagman is committed to achieving a two percent (2%) DBE participation goal for the entire value of the contract. We thank you for the opportunity to submit our Letter of Submittal. We are confident that our DBT will deliver this project for VDOT and project stakeholders in a high quality, timely, and economical manner. Very truly yours, WAGMAN HEAVY CIVIL, INC. David W. Lyle, Vice President, Design-Build / Major Pursuits
4.2 Attachments to the Letter of Submittal
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4.2
Attachments to the Letter of Submittal
4.2.1 Accuracy of SOQ Submittal
The organizational chart and Key Personnel contained in the Statement of Qualifications (SOQ), remains true and accurate. No changes have been made to the Offeror’s organizational structure, Lead Contractor, Lead Designer, Key Personnel or other individuals identified in the SOQ.
Organizational Chart and Narrative Organizational Chart: The organizational chart image provided on the next page shows the “chain of command” while identifying major functions to be performed by the DBT. The organizational chart also shows the reporting relationships of Key Personnel responsible for the management of design, construction, and QA/QC activities. The DBT has clearly defined roles and relationships.
No changes have been made to the organizational chart.
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4.2
Attachments to the Letter of Submittal
No changes have
been made to the
Organizational
Chart
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4.2
Attachments to the Letter of Submittal
Organizational Chart Narrative: Reporting Relationships of Key Personnel - The DBT organization is optimized to present clear, logical, reporting relationships to manage the design and construction of the Replacement of I-81 Structures 18942 & 18944 over Route 808 Halls Bottom Road and Sinking Creek project (I-81 Bridge Replacement project), while maintaining distinct responsibilities and project controls. The project organization is structured to facilitate timely and effective communication among all personnel, regardless of position. Practical lines of communication running between design, construction, and the independent QA/QC support staff, along with direct reporting to the DBPM allows all levels to function as a team. Our organizational structure is a successful model implemented by Wagman and JMT on similar DB projects. The organizational chart further depicts that the main production staff interfaces with the Design-Build Project Manager (DBPM) through the Key Personnel comprised of the Independent Quality Assurance Manager (QAM), Design Manager (DM), and Construction Manager (CM) allowing effective communication among all team members. The DM and the CM will support and report to the DBPM in their respective areas of expertise. The QAM will report directly to VDOT and shall be responsible for quality assurance, inspection and testing, plus monitoring the project QC program. The DBPM will rely on the DM, the CM, and the QAM to effectively coordinate their individual Team elements and will use these Key Personnel to communicate to all Team members during design and construction. Details of the roles of each of the Key Personnel and reporting relationships are listed below: Design-Build Project Manager (DBPM) - The DBT organizational chart starts with VDOT at the pinnacle of the hierarchy. The DBT recognizes that all final decisions rest with VDOT. The DBT’s primary interface with VDOT will be through the DBPM, Mr. Jorge D. Gambini, MCE. In accordance with sound management practices and VDOT guidance, the DBPM serves in the most crucial role, one that defines success for all aspects of the project. Mr. Gambini will be responsible for meeting DBT obligations under the Contract and avoiding and resolving disputes. He is the principal conduit for communication with VDOT, and exercises direct control over the design, construction, contract administration and other services required including public outreach functions. The DBPM will work closely with the QAM to coordinate all QA and QC efforts. One feature of the DBT proposal is the independence of the key support staff and specialty professionals whose roles are to assure that the highest levels of quality and safety are maintained throughout design and construction phases of the project. DBT members have years of experience with integrated quality and safety programs that have been refined and incorporated in best management practices for delivering innovative and award-winning DB projects. Independent Quality Assurance Manager (QAM) - NXL Construction Services, Inc. (NXL) is the Team’s Independent Construction QA firm for this project. NXL commits Mr. Joe Hamed, PE, CCM, PMP, DBIA to serve as the Independent QAM. He will report directly to VDOT and will work closely with the DBPM on all quality issues. He will attend all project meetings. Mr. Hamed will be responsible for the quality assurance (QA) inspection and testing of all materials used and work performed on the Project, to include monitoring of the contractor’s quality control (QC) program. Additionally, he will oversee the activities of the independent AMRL/CCRL certified off-site materials sampling and testing laboratory. The QAM will ensure that all work and materials, testing, and sampling are performed in conformance with the contract requirements, and the “approved for construction” plans and specifications.
Design Manager (DM) - The DBT organizational chart clearly defines that all design disciplines for the project will report to the DM, Mr. Trip Phaup, PE. The approach to staffing these disciplines hinges on the concept of matching the requirements of this project to the experience and depth of knowledge of staff best suited to
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4.2
Attachments to the Letter of Submittal
fulfill these specific requirements. While the majority of the disciplines will be covered by JMT professionals, the Design Team does includes one specialty subconsultant that will augment JMT and report directly to the DM. The DM will report directly to the DBPM. During the design phase of the project, the DM will interface directly with each of the discipline leaders, whether that individual is a JMT staff member or a subconsultant contracted with JMT. Mr. Phaup will also establish and oversee the QA/QC program for design. The responsibilities of the Design QA/QC Team will be separated between QA and QC. Construction Manager (CM) - Mr. Duane Carico is the CM for the project who will oversee all major construction activities and will manage the Construction QC program, Construction MOT Manager, Field Superintendents, Subcontractors, Scheduler and Project Controls. His tasks will include CPM schedule development and updating, resource planning and allocation, budgetary and cost control, subcontractors scheduling, MOT, ESC, and shop drawing review. The CM will report directly to the DBPM. The Construction Quality Control Manager (QCM) will report directly to the CM. Assisting the DBT is a hand-picked group of highly-qualified support personnel that are experts in their field of expertise. Please see the table below for a brief description of the qualifications and experience: Project Role
Support Personnel
Reporting Role to: Experience
Project Resource Group
David Lyle, VP (Wagman)
DB Project Manager
David Lyle, Wagman, Vice President, Design Build/Major Pursuits has 27 years of supervisory and management experience in highway construction with particular experience in bridge replacement and rehabilitation projects throughout Virginia. David has been a member of the VTCA Structure and Bridge Subcommittee since 1996 and currently serves as Vice Chairman. David also currently serves on the VTCA Design Build Subcommittee. Past service as a member of the VRTBA Board of Directors and VTCA Contractor Leadership Committee also add value and knowledge available to the DB Team.
Glen Mays, VP (Wagman)
Glen Mays is Wagman's Vice President, VA General Manager. A 30-year veteran of the highway construction industry with a vast resume and experience with VDOT and other DOT's in both Hard Bid and Design Build Projects prove Glen to be an industry leader in operations, safety, and project management.
Bob Gallagher, PE (JMT)
Mr. Gallagher has 29 years of extensive experience in Virginia transportation projects. He serves as JMT’s Virginia Transportation Manager and is responsible for all major transportation disciplines of roadway and bridge design, construction inspection, and right-of-way acquisition within the Commonwealth. He is thoroughly familiar with the VDOT project development and delivery process for transportation projects. Mr. Gallagher has been instrumental in the successful design and administration of many VDOT and municipal, VDOT funded, highway projects including numerous D-B projects. He has served as the Project Manager or Principal-In-Charge on numerous VDOT “on-call” contracts and D-B projects throughout the Commonwealth. Mr. Gallagher is a current member of VTCA’s Engineering Consultant Leadership Committee and previously served on VTCA’s Joint Highway Cooperative Committee.
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4.2
Attachments to the Letter of Submittal
Safety Manager
Bryan Szostak
Constr. Manager
Bryan will provide Safety oversight for the project and be a resource for the entire DB Team throughout the project. He is familiar with VDOT projects and has been part of several VDOT DB projects as the Safety Manager. With a Bachelor's degree in safety management as well as ATSSA, NCCCO, OHSA, and other industry standard safety training Bryan will be able to help plan and execute all aspects of the projects. Recent DB experience includes: Elm Avenue over I-581, Roanoke, VA Middleground Boulevard, Newport News, VA
Highway Engineer
Jeff Cronin, PE (JMT)
Design Manager
Jeff has over 18 years of experience in roadway design and construction and will be preparing the road plans and maintenance of traffic plans for the project. Jeff has worked extensively in the Bristol District including serving in a similar role on the I-77 SB over New River Bridge Approach Roadway Improvements project and the Coalfields Expressway/Route 460 DB project both in the Bristol District.
Structural Engineer
George Clendenin, PE (JMT)
George has over 45 years of experience in all aspects of structure and bridge design having worked for a majority of his career with VDOT in the Structure and Bridge Division and retiring as State Structure and Bridge Engineer. George has served as lead bridge designer on two recent VDOT DB projects with Wagman – the Route 61 over the New River, Route 460, and Old Virginia Avenue DB Bridge Replacement project in the Salem District and the Odd Fellows Road over Route 460 DB Bridge project in the Lynchburg District.
Hydraulics
Pilar McClelland, PE (JMT)
Pilar has over 35 years of experience in hydraulic and hydrologic analysis for bridges over waterways including performing the river mechanics for the Old Airport Road over Beaver Creek Bridge Widening in the City of Bristol.
All of JMT’s Design Team members are registered professionals in their areas of expertise in Virginia and have decades of infrastructure experience including innovative project delivery methods.
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4.2
Attachments to the Letter of Submittal
4.2.2 Conceptual Roadway Plans The DBT has provided a general Project layout which includes the following as required by the Request for Proposal.
In Volume II of our Proposal, full size11”x 17” copies of:
a. Plan view indicating the number of lanes specified in the RFP Information Package; b. Typical sections of the proposed improvement to I-81
The Conceptual Roadway Plans have met the requirements of the Design Criteria Table (Attachment 2.2 of Part 2), indicated that the limits of construction are within the existing/proposed right-of-way limits shown in the RFP Conceptual Plans, and, as applicable identified:
1. Lane widths 2. Shoulder widths 3. Median widths 4. Minimum pavement sections 5. Cross slopes 6. Future third lane and associated Construction limits
4.2.3 Conceptual Bridge Plans The DBT has provided plans showing the type, size and location for the proposed new bridge. Our bridge plans clearly identify specific design features that allow for future bridge widening (superstructure and substructure) within the existing right of way.
Full size11”x 17” renderings of an elevation view, transverse section and abutment configurations for the proposed new bridge are located in Volume II of our Proposal.
4.2.4 Proposal Schedule and Narrative The Design-Build Team (DBT) has provided a Proposal Schedule and Proposal Narrative demonstrating our understanding of the complexities and interrelationships of the technical elements of the Project. PDF copies of the Proposal Schedule and narrative as well as a back-up copy of the Proposal Schedule’s source document have been provided on a CD-ROM. 4.2.4.1 Proposal Schedule The DBT has developed a Proposal Schedule and it is located in Volume II of our Proposal. Our Proposal Schedule takes into account the internal plan reviews, VDOT plan reviews and approvals, environmental permitting and constraints, construction activities and QA/QC inspection and testing. The Substantial Completion and Final Completion Dates are shown to be no later than the dates listed in Section 2.3.1 of the Request for Proposal. The Proposal Schedule depicts the DBT’s proposed overall sequence of work and durations for each work task and deliverable required to complete the Project. In addition, it is organized using a hierarchical Work Breakdown Structure (WBS), broken down into major phases of the Project.
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4.2
Attachments to the Letter of Submittal
4.2.4.2 Proposal Narrative The DBT has developed a proposal schedule narrative that demonstrates an understanding of the complexities and interrelationships of the technical elements of the Project. The narrative also describes the DBT’s plan to accomplish the Work including, but not limited to the overall sequencing, a description and explanation of the Critical Path, proposed means and methods, and other key assumptions on which the Proposal Schedule is based. Schedule Development The Wagman Team has reviewed in detail the scope and schedule requirements outlined in the RFP documents. Numerous site visits, team meetings, attendance of pre-proposal meetings, proprietary meeting discussions and the development of a schedule task force were performed to build a comprehensive schedule for the Replacement of Structures 18942 and 18944 over Halls Bottom Road and Sinking Creek project.
The Wagman Team is committed to providing the Department a completed Project by September 4, 2018.
Project Milestones
Work Breakdown Structure
The following Work Breakdown Structure provided by The Wagman Team integrates all preconstruction activities as well as construction activities for the Replacement of Structures 18942 and 18944 over Halls Bottom Road and Sinking Creek project into the schedule. The following is a summary overview of the Phases of Construction succeeded by the complete WBS layout.
Milestones/General Conditions and Preconstruction activities: These sections contain all non-construction related activities that are pertinent to the project. The following ten categories represent these sections:
Milestones: These are major project dates to achieve project completion. General Conditions: Project management and punch list required for the project are considered general conditions. Scope Validation Period: This period is set aside for the discussion between VDOT and the Wagman Team for validation and approval of project scope. Design: This period is set aside for the preliminary, right of way/roadway design, and final design of the project. The Wagman Team plans on working with VDOT during the design, using over the shoulder reviews, and providing comment resolution with all submissions to reduce the second review cycle, therefore shortening design. The design category also includes the following subsets:
Survey: This includes all surveying necessary for the design process. Roadway: This covers preliminary and final design for the roadway approaches. Geotechnical: This includes all borings and lab work required to prepare the Geotechnical Reports. Bridge: This covers preliminary and final design of the bridge.
Permitting: This timeframe is set aside for environmental permitting.
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4.2
Attachments to the Letter of Submittal
Construction Activities: This project has been designed and set up in four phases built around the bridge construction sequencing. Each phase is further subdivided into work areas.
Phase I: Phase I involves the construction of the new bridge structure between the existing bridges. This phase is further broken down into two steps:
Phase IA is a preparatory step to allow traffic on the existing bridges to be shifted to the right in order to allow room for Phase IB construction. The outside shoulder will be strengthened prior to shifting traffic onto it in Phase IB. Phase IB includes construction of the new bridge substructure and superstructure located between the existing bridges. Bridge construction will require multiple crews in order to maintain the schedule. Work will be ongoing at both abutments simultaneously. Furthermore, the abutment foundations for all phases will be constructed in Phase IB. A combination of permanent and temporary roadway will be constructed in the existing median in preparation of shifting traffic onto the Phase IB bridge.
Preliminary construction activities in Phase I will begin prior to having Final Plans. These preliminary activities include maintenance of traffic for Phase I as well as strengthening of the outside shoulders. This will allow new construction to begin immediately upon receiving approved for construction plans. Phase II: Phase II involves the new construction in the existing NBL location. NBL traffic will be shifted onto the Phase I construction in order to allow the construction to occur. Sequencing of the bridge will be similar to Phase I.
Roadway work and widening in the existing NBL location will occur simultaneously with the bridge construction.
Phase III: Phase III involves the new construction in the existing SBL location. Traffic will be shifted onto the Phase I&II construction in order to allow the construction to occur. Sequencing of the bridge will be similar to previous phases.
Roadway work in the existing SBL location will occur simultaneously with the bridge construction. Phase IV: Phase IV involves construction of the median between NBL and SBL. This work includes the median barrier on the bridge and approaches. Traffic will be shifted to the outside while this Phase is underway. Traffic will be installed in its final location at the end of this Phase.
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Attachments to the Letter of Submittal
Project Work Breakdown Structure
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4.2
Attachments to the Letter of Submittal
Calendars
The Wagman Team has incorporated five calendars into the project schedule.
7 Day: This calendar holds every day as a working day. This calendar is only attached to non-production activities.
Workweek Weather: This calendar is the base calendar for construction activities. It incorporates a standard work week, including weather days. Paving: This calendar is present for applications that are constrained by temperature restrictions by The Department (asphalt placement and pavement markings). Additionally, paving operations are further affected by asphalt lay down temperature restrictions and material availability interruptions due to subcontractor plant shut downs. This calendar allows for no work from January 1st to March 10th. Grading: This calendar is present for construction activities related to earthwork. The end of December through the beginning of March are normally difficult months to perform any earthwork related activities. If weather allows, Wagman forces will continue during this calendar period with construction activities. The schedule will be adjusted as necessary during these months to reflect actual progress. Standard 5-Day Workweek: This calendar is the base calendar for design activities. It incorporates a standard work week and does not include weather days. Critical Path
The critical path for the project runs through the bridge design and bridge construction. The bridge design itself is dependent on the geotechnical investigation. The path runs though the bridge substructure and then into the bridge superstructure for each Phase. The path also includes the tie-ins and traffic switches between the different phases of construction. The path ends with the final road finishes.
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Attachments to the Letter of Submittal
Critical Path Breakdown
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Attachments to the Letter of Submittal
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Attachments to the Letter of Submittal
Design Activities
The Wagman Team will advance the design from the current RFP documents and incorporate new design elements into final design and construction documents. Design activities will include surveying, roadway design, bridge design, traffic control devices, maintenance of traffic plans, signs, guardrail, pavement markings, drainage design, design of stormwater management facilities, geotechnical investigation including borings and analysis, materials analysis, hydraulic design and pavement design. Design related activities to be performed are as follows:
Scope Validation Scope Validation activities will begin immediately after receiving NTP from VDOT and will focus on confirming the Team’s assumption in three main areas – survey, geotechnical, and environmental – as described below. The Team will work to obtain the necessary information in the field and will evaluate the results based on what was originally anticipated during the procurement. JMT will prepare a Scope Validation summary with backup information and any potential cost adjustments associated with items that differed from our original assumptions. JMT will submit the summary to VDOT for review and will meet with VDOT to discuss and work through questions for resolution. Survey JMT will begin survey activities immediately after receiving NTP from VDOT. Since all proposed work is within VDOT right-of-way, property owner notification letters should not be required. JMT will begin the survey work with confirming the location of the existing bridges and roadway pavement edges and elevations with the limits of the project. At the same time, JMT will perform subsurface utility engineering to confirm the location of underground utilities in the areas of project improvements. JMT will update topographic information within the existing right-of-way lines and confirm that critical features have been identified and located. After performing the field work, JMT will update the survey files and DTM in the office for use during final design. Geotechnical JMT will begin geotechnical investigations after receiving NTP from VDOT beginning with developing a proposed boring layout and reviewing with VDOT for concurrence. Since all proposed work is within VDOT right-of-way, property owner notification letters should not be required allowing work to begin immediately after confirming that boring locations do not conflict with existing utilities. JMT’s survey crews will stake out the proposed boring locations and JMT will begin drilling. JMT will then perform borings in the field, perform laboratory testing and analysis of the samples, and prepare a draft geotechnical report including pavement recommendations and bridge foundation recommendations. JMT will submit the report to VDOT for review and comment. After reviewing and responding to comments and meeting with VDOT to resolve any outstanding items, JMT will prepare and submit the final geotechnical report. Environmental JMT will begin environmental activities immediately after receiving NTP from VDOT beginning with delineating wetlands and working through the jurisdictional determination confirmation process with the USACE. After receiving confirmation, JMT will prepare the Joint Permit Application (JPA) and will submit to the regulatory agencies after receiving VDOT approval of the preliminary road and bridge plans. JMT anticipates receiving the permits approximately 2 months after submission of the application. JMT will prepare the VPDES permit application and will submit after VDOT approval of the Erosion and Sediment Control and SWPPP sheets contained in the final plans. JMT anticipates receiving the permit approximately 1 month after submission of the application.
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4.2
Attachments to the Letter of Submittal
Roadway Using survey information provided in the RFP documents, JMT will begin preparing preliminary road plans immediately after receiving NTP from VDOT. Preliminary plans will include horizontal and vertical geometry, super elevation transition locations, drainage and stormwater management facility details, cross sections, and the transportation management plan details – temporary traffic control, public communications, and transportation operation strategies. JMT will assemble the preliminary road plans and will submit to VDOT for review and comment. As updated survey information is received from the field, JMT will evaluate and incorporate into the survey files for the project. In addition, as pavement and slope recommendations are received from the geotechnical engineers, plan details will be updated. After reviewing and responding to comments and meeting with VDOT to resolve any outstanding items, JMT will prepare and submit final road plans. Bridge Using survey information provided in the RFP documents and preliminary road plans, JMT will begin preparing preliminary bridge plans immediately after receiving NTP from VDOT. Preliminary plans will include a title sheet – plan, developed section, and general notes, transverse section, sequence of construction, and abutment details – plan, elevation, and sections. JMT will assemble the preliminary bridge plans and will submit to VDOT for review and comment. As updated survey information is received from the field, JMT will evaluate and incorporate into the survey files for the project. In addition, as bridge foundation and slope recommendations are received from the geotechnical engineers, plan details will be updated. After reviewing and responding to comments and meeting with VDOT to resolve any outstanding items, JMT will prepare and submit final bridge plans.
Schedule & Project Management
The schedule is the most important tool in the construction process. It is the way to communicate the intended sequence and progress of the project to the construction team as well as the project stakeholders. The schedule is used to monitor the progress of the project and help identify potential deficiencies and problem areas before they develop into a critical impact. The project management team will continually review and monitor the schedule and use the information gathered to develop mitigation strategies for any activities that are identified as potential impacts. This proactive approach will ensure that the project continues to move forward and that any potential delays are addressed immediately. A number of different tools will be put in place to assist with this process and some are as follows: • Weekly schedule and task force meetings between the engineering and construction team members
during the design phase • Weekly construction scheduling meetings throughout the duration of the construction process with
the construction team (including management) • Monthly progress meetings to include all project stakeholders, project team members, and
subcontractors • Three week look ahead schedules • RFI logs • Submittal logs • Subcontract/purchase order logs • Shop drawing tracking logs • Weekly manpower & equipment reviews
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Attachments to the Letter of Submittal
All of the above referenced tools will be utilized simultaneously to provide a current and realistic picture of the progress and status at any given time. Information will be presented at meetings to all who are involved for the opportunity to discuss and address any concerns in front of all that are affected. This keeps the line of communication open and allows resolutions and recovery strategies to be developed at an early stage, therefore preventing any further conflict. Schedule Recovery
Unexpected issues and unforeseen conditions may occur throughout the construction process. The Wagman Team includes a number of experienced and well respected members in the design-build field who have the ability to recognize and react to these unforeseen issues. The Wagman Team will aggressively manage the project and mitigate any issues that affect the construction schedule. A schedule recovery strategy will be developed in these cases and immediately implemented. These recovery strategies will be closely monitored and followed until the situation has been successfully resolved. Subcontractor Scheduling
Subcontractors are a critical part of the project schedule. The Wagman Team will closely evaluate each subcontractor based on quality, performance, and reputation. Starting with the initial subcontract paperwork, each subcontractor will be intimately involved with every aspect of the project schedule and their input will be vital. This includes progress meetings, weekly look-ahead schedules, material submittals, and recovery strategies if needed. Accountability is the key to effective subcontractor management and it will be perfectly clear that they will be accountable for all aspects of their work from quality to schedule. Should a situation occur where subcontractor performance is deemed unacceptable, measures will already be in place to remedy the situation and prevent any schedule impacts. Preliminary and Baseline Schedule The Wagman Team will develop and submit a Preliminary Schedule and Baseline Schedule in accordance with Part 3, Section 11.1 if we are awarded this contract.
AppendicesAppendices
ATTACHMENT 4.0.1.1
Replacement of Structures 18942 and 18944 over Rte. 808 Halls Bottom Rd. and Sinking Creek
LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST
1 of 3
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 Appendices
Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.6
(Form C-78-RFP) Sections 3.6, 4.0.1.1 Appendices
Tab Attachment
3.6 Letter of Submittal NA Sections 4.1 1-2
Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 1 Offeror’s official representative information NA Section 4.1.1 1
Authorized representative’s original signature NA Section 4.1.1 1
Declaration of intent NA Section 4.1.2 1
120 day declaration yes Section 4.1.3 1
Point of Contact information yes Section 4.1.4 1
Principal Officer information NA Section 4.1.5 1
Final Completion Date NA Section 4.1.6 1
Proposal Payment Agreement or Waiver of Proposal Payment
Attachment 9.3.1 or 9.3.2 Section 4.1.7
1; Appendices
Tab Attachment
9.3.1
Certification Regarding Debarment Forms Attachment 11.8.6(a) Attachment 11.8.6(b) Section 4.1.8
2; Appendices
Tab
ATTACHMENT 4.0.1.1
Replacement of Structures 18942 and 18944 over Rte. 808 Halls Bottom Rd. and Sinking Creek
LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST
2 of 3
Technical Proposal Component Form (if any) RFP Part 1
Cross Reference Page
Reference
Attachment 11.8.6
Written statement of percent DBE participation NA Section 4.1.9 2 Attachments to the Letter of Submittal NA Section 4.2 3-18
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 3
Organizational chart with any updates since the SOQ submittal clearly identified NA Section 4.2.1 3-4
Revised narrative when organizational chart includes updates since the SOQ submittal NA Section 4.2.1 5-15
Conceptual Roadway Plans – Plan View NA Section 4.2.2
8; Volume II R1-12;
Tab Section 4.2.2
Conceptual Roadway Plans – Typical Sections NA Section 4.2.2 8; Volume II
R1-12; Tab Section
4.2.2
Conceptual Bridge Plans – Plan View NA Section 4.2.3 8; Volume II
B1-4; Section 4.2.3
Conceptual Bridge Plans – Transverse Section NA Section 4.2.3 8; Volume II
B1-4; Section 4.2.3
Conceptual Bridge Plans – Abutment/Pier Configuration NA Section 4.2.3 8; Volume II B1-4;
ATTACHMENT 4.0.1.1
Replacement of Structures 18942 and 18944 over Rte. 808 Halls Bottom Rd. and Sinking Creek
LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST
3 of 3
Technical Proposal Component Form (if any) RFP Part 1
Cross Reference Page
Reference
Section 4.2.3
Proposal Schedule NA Section 4.2.4 8-18 Proposal Schedule
NA Section 4.2.4.1 8; Volume II
S-16; Tab Section
4.2.4.1 Proposal Schedule Narrative NA Section 4.2.4.2 9-18 Proposal Schedule in electronic format (CD-ROM) NA Section 4.2.4 CD Enclosed
with proposal
Attachment 3.6 Form C-78-RFP
Attachment 9.3.1 Proposal Payment Agreement
Attachment 11.8.6 Debarment Forms (Primary and Lower Tier)
3290 N. Susquehanna TrailYork, PA 17406 T 717-764-8521 F 717-764-2799
Replacement of I-81 Structures 18942 & 18944 over Route 808Halls Bottom Road and Sinking CreekFrom: 0.94 Miles Northeast of Route F310To: 1.83 Miles Southwest of Rte. 611 Spring Creek Road
Letter of Submittal and Attachments
Volume II
Roadway Conceptual PlansBridge Conceptual PlansProposal Schedule
March 7, 2016
0081-095-038, P101RW201, C501, B675, B676,
Washington County, Virginia
C00107116DB85Contract ID Number:State Project No.:
Proposal Submittal
4.2.2Conceptual Roadway Plans
2%2%2% 2%
2%2% 2% 2%
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
typical.dgn
Plotted By: Cronin2:08:31 PM
typical.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
C-501
0081-095-038, PE-10181
0081-095-038
2A(1)
(I-81 DESIGN BUILD)
TYPICAL SECTIONS
12' Paved Shoulder
12' Paved Shoulder
75 MPH
30' Clear Zone
See Inset 'B'
Point of Finished GradeProp. Rte. I-81 SB Constr. BL
Approx. Rte. I-81 Constr. B
Varies (2:1 M
ax.)6:1
See Inset 'B'
Point of Finished GradeProp. Rte. I-81 NB Constr. BL
Station 229+00.00 to Station 234+31.15
Station 193+78.57 to Station 210+00.00
NBL
75 MPH Design Speed - VDOT Standard GS-1Rural Principal Arterial (Freeway)
I-81 over Halls Bottom Road FUTURE I-81 EXPANSION
Station 328+99.94 to Station 332+59.47
Station 301+74.64 to Station 309+88.06
SBL
12'Travel Lane
12'Travel Lane
12'Travel Lane
12'Travel Lane
2' 2'
L
12' Paved 12' Paved12'12'8'
2' 2'
12' 12' 8'Paved4'
Paved4'2'
3'
CS-4B
Std. GS-11 Std. GS-11CS-4B 4:1 6:1
75 MPH
30' Clear Zone
Prop. Rte. I-81 SB Constr. BL Point of Finished Grade
Approx. Rte. I-81 Constr. BL
Prop. Rte. I-81 NB Constr. BL Point of Finished Grade
Varies (2:1 M
ax.)
STORMWATER DESIGN SPEC. #10DRY SWALE LEVEL 2 PER DCR
See Inset 'A'See Inset 'A'
6:1
Station 328+99.94 to Station 332+59.47
Station 301+74.64 to Station 309+88.06
SBL
75 MPH Design Speed - VDOT Standard GS-1Rural Principal Arterial (Freeway)
Station 229+00.00 to Station 234+31.15
Station 193+78.57 to Station 210+00.00
NBLI-81 over Halls Bottom Road
Std. GS-11Std. GS-11
123
4 6
Mainline Shoulder
5
123
4 65
Inset A
NOT TO SCALE
Mainline Shoulder
12
5 6
12
Inset B
Shld.
Existing
7 83A
4
NOT TO SCALE
12.0" Aggregate Material No. 1.
Pavement Legend
1
5
4
3
2
6
7
8
3A
Type SM-12.5E @ 220 LBS/SY
2.0" Asphalt Concrete Surface Course,
Type IM-19.0E @ 230 LBS/SY
2.0" Asphalt Concrete Intermediate Course,
Type BM-25.0A
10.0" Asphalt Concrete Base Course,
Type BM-25.0A
Varible Asphalt Concrete Base Course,
Type 1, No. 21B
12.0" Aggregate Base Material,
Type 1, No. 21B (Used as a Leveling Course)
2.0" Aggregate Base Material,
(per VDOT Std. WP-2)
Full Depth Asphalt Saw Cut
Underdrain to be utilized where needed.
"daylight" where feasible.
extend through the shoulders to
Note: The subbase course(s) shall
(Varies 0"-4.5")
Flexible Pavement Planning
12'Travel Lane
Future
Future Shoulder12' Paved
3'
Std. GS-11
CS-4B
Future Shoulder12' Paved
12'Travel Lane
Future2'
6:14:1CS-4B
Std. GS-11
2A(1)
20' Minimum70' Maximum
Varies
Mainline Shoulder
12
5 6
12
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
typical.dgn
Plotted By: Cronin2:08:15 PM
typical.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
0081-095-038
C-501
0081-095-038, PE-10181 2A(2)
2A(2)
(I-81 DESIGN BUILD)
TYPICAL SECTIONS
12'Travel Lane
12'Travel Lane
12' Paved Shoulder
Varies Varies
Prop. Rte. I-81 SB Constr. BL
Prop. Rte. I-81 NB Constr. BL
Point of Finished Grade
75 MPH
30' Clear Zone
12'Travel Lane
12'Travel Lane
12' Paved Shoulder
See Inset 'B'
Median Barrier Width19.71' to Prop Bridge
Width VariesSTD. MB-7E
Varies Varies
Bridge to Station 328+99.94
Station 309+88.06 to Bridge
Bridge to Station 229+00.00
Station 210+00.00 to Bridge
NBLSBL
75 MPH Design Speed - VDOT Standard GS-1Rural Principal Arterial (Freeway)
I-81 over Halls Bottom Road FUTURE I-81 EXPANSION
& Varies 24.78'
STD. MB-7F STD. MB-7F
12.0" Aggregate Material No. 1.
Pavement Legend
1
5
4
3
2
6
7
8
3A
Type SM-12.5E @ 220 LBS/SY
2.0" Asphalt Concrete Surface Course,
Type IM-19.0E @ 230 LBS/SY
2.0" Asphalt Concrete Intermediate Course,
Type BM-25.0A
10.0" Asphalt Concrete Base Course,
Type BM-25.0A
Varible Asphalt Concrete Base Course,
Type 1, No. 21B
12.0" Aggregate Base Material,
Type 1, No. 21B (Used as a Leveling Course)
2.0" Aggregate Base Material,
(Varies 0"-4.5")
Flexible Pavement Planning -
(per VDOT Std. WP-2)
Full Depth Asphalt Saw Cut
Underdrain to be utilized where needed.
"daylight" where feasible.
extend through the shoulders to
Note: The subbase course(s) shall
123
4 6
Mainline Shoulder
5
123
4 65
Inset A
Inset B
Shld.
Existing
7 83A
4
NOT TO SCALE
NOT TO SCALE
Prop. Rte. I-81 SB Constr. BL
Approx. Rte. I-81 Constr. BL
Prop. Rte. I-81 NB Constr. BL
Point of Finished Grade
See Inset 'A'75 MPH
30' Clear Zone
CS-4B
4:1 6:1
4' 12'
2'
12' 12' 12' 12' 12' Paved 3'
CS-4B
Std. GS-11Varies Varies Varies VariesStd. GS-11
Bridge to Station 328+99.94
Station 309+88.06 to Bridge
SBL
75 MPH Design Speed - VDOT Standard GS-1Rural Principal Arterial (Freeway)
I-81 over Halls Bottom Road
Bridge to Station 229+00.00
Station 210+00.00 to Bridge
NBL
& Varies 24.78'
12' Paved Paved6'
Paved6'
Median Barrier Width19.71' to Prop Bridge
Width VariesSTD. MB-7E
STD. MB-7F STD. MB-7F
Future Shoulder12' Paved
4' 12' 12'Travel Lane
Future2'
4:1CS-4B
See Inset 'B'
Std. GS-11
Future Shoulder12' Paved
12'Travel Lane
Future
3'
CS-4B
No records received as of 2/6/13
###???Volunteer Pkwy.
D508
Curve NBL-2
PI = 198+47.86
T = 469.29'
L = 936.95'
R = 6,500.00'
193+78.57PCC =
PCC =203+15.52
V = 75 MPH
E =
Lr = 171
3.6%
Curve NBL-1
PI = 190+39.51
T = 339.51'
L = 678.57'
R = 7,664.00'
187+00.00PC =
PCC =193+78.57
V = 75 MPH
E =3.1%
Lr = 147'
PC 99+00.00
193
PCC 193+78.57
194
195
196
197
198
199
200
PC 292
+95.0
0
293
294
295
296
297
298
299
300
Curve SBL-1
PI = 297+35.30
T = 440.30'
L = 879.64'
R = 7,664.00'
292+95.00PC =
PCC =301+74.64
V = 75 MPH
E =3.1%
Lr = 147'
NB I-81 CONSTR. B/L
NB I-81 Sta. 193+78.57
Begin Construction
SB I-81 CONSTR. B/L
4' Paved Shldr
12' Paved Shldr
12'
12'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT = 123+55.97
V = 75 MPH
E =
Lr = NA
NA
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_1.dgn
Plotted By: Cronin1:56:43 PM
Sheet_1.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
Matc
h Lin
e Sta. 10
0+0
0.0
0
0
SCALE
25' 50'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Appalachian Power Company
13563 Owens DriveGlade Spring, VA 24340
Ms. Scarlet Collie, Engineering Technician
(276) 429- 4117
BVU Authority-Fiber optic P.O. Box 8100, 15022 Lee Highway
Bristol, VA 24202
(276)645-8730
Mr. Richard Adkins, P.E.
COMCAST Communications
P.O. Box 38 Glade Spring, VA 24340Mr. Earl Combs, Technician
(276)235-1611
Washington County Service Authority
25122 Regal Drive
Abingdon, VA 24211
Mr. Mark Osborne, Technical Manager
(276)628-7151
CenturyLink 2 Spruce Street
Bristol, TN 37620
Ms. Marcia Buckles, Engineering Technician
(423)989-2243
Utility owners
I-81 NB
I-81 SB
BaselineConstruction
C-501
0081-095-038, PE-101181
0081-095-038 1
3.16%
2.86%
Maximum Profile Grade
Sig
n
8" Cedar 6" Cedar
Mixed Medium Hardwoods
Sig
n
Interstate 81 SBL (Asphalt)
Interstate 81 NBL (Asphalt)
Sig
n
Mixed Medium Hardwoods
Grass Median
To Bristol
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Conc. Ditch
Conc. Ditc
h
Conc. Ditch
4' Wire Fence4' Wire Fence
4' Wire Fence
Gravel
12
13
14 15
16
17
18
Interstate 81 - Survey BaselineInterstate 81 - Survey
Baseline
VD
OT
Mon. 095-0
220
=
04°4
1'48" Lt.
PI 14+6
7.9
3
Sig
n
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
PL
Approx. Location
Per GIS
FARMLANDS INCDB0 PG0
36.37 AC.
Tax# 143A4-A-50LAURA M. H. QUESENBERRY
DB638 PG696
43.92 AC.
Tax# 143-A-7A
FARMLANDS INCDB0 PG036.37 AC.
Tax# 143A4-A-50
Surface Area = 5642 sq. ft.
(Dry Swale - Level 1I Design)
Stormwater Management Facility Req'd.
101
102
103 10
4
105
106 10
7
200
201
202
203
PCC 203+15.52
204
205 206 207
300
301
PC
C 301+74.6
4
302
303
304
305
306
307
12' Paved Shldr
4' Paved Shldr
12'
12'
NB I-81 Sta. 301+74.64
Begin Construction
12'
12'
4' Paved Shldr
12' Paved Shldr
12'
12'
St'd. GR-9 Req'd.
St'd. GR-11 Req'd.
St'd. GR-2 Req'd.
12'
12'
12' Paved Shldr
12' Paved Shldr
6' Paved Shldr
Curve SBL-1
PI = 297+35.30
T = 440.30'
L = 879.64'
R = 7,664.00'
292+95.00PC =
PCC =301+74.64
V = 75 MPH
E =3.1%
Lr = 147'
Curve SBL-2
PI = 306+37.23
T = 462.59'
L = 924.53'
R = 10,000.00'
301+74.64PCC =
PCC =310+99.16
V = 75 MPH
E =2.5%
Lr = 119'
Curve NBL-2
PI = 198+47.86
T = 469.29'
L = 936.95'
R = 6,500.00'
193+78.57PCC =
PCC =203+15.52
V = 75 MPH
E =
Lr = 171
3.6%
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52PCC =
PT = 223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT = 123+55.97
V = 75 MPH
E =
Lr = NA
NA
NB I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
I-81 CONSTR. B/L
St'd. GR-2 Req'd.
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_2.dgn
Plotted By: Cronin1:56:59 PM
Sheet_2.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
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
0
SCALE
25' 50'
Matc
h Lin
e Sta. 100+0
0.0
0Matc
h Lin
e Sta. 10
7+0
0.0
0
C-501
0081-095-038, PE-101281
0081-095-038 2
161.33'
RT
+11.06
VD
H
Mon.
Mixed Medium Hardwoods
Mixed Medium Hardwoods
Sig
n
Mixed Medium Hardwoods
Interstate 81 SBL (Asphalt)
Interstate 81 NBL (Asphalt)
Conc. Ditch
Conc. Ditch
HardwoodsMixed Medium
HardwoodsMixed Medium
Shed
Conc. Ditch
Grass MedianGrass Median
Conc. Ditch
Conc. Ditch
4' Wire Fence
Mixed Medium Hardwoods
Conc. Ditch
4' Wire Fence
4' Wire Fence
Conc. Ditch
Conc. Ditch
Sig
n
Mixed Medium Hardwoods
19
20
21
22
23
24
25
=
06°0
0'5
5" Lt.
PI 2
0+9
3.5
5
Interstate 81 - Survey Baseline
10.86' RT+65.18BM #1
Conc. Ditch (Buried)
Conc. Ditch (Buried)
Fr. Dwl.
1 -1/2 Sty.
#20214
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
PL
Approx. L
ocation Per GIS
FARMLANDS INCDB0 PG0
36.37 AC.
Tax# 143A4-A-50
LAURA M. H. QUESENBERRYDB638 PG696
43.92 AC.
Tax# 143-A-7A
LAURA H. QUESENBERRYPB55 PG30
1.43 AC.
Tax# 143-A-7
24"
Curve SBL-2
PI = 306+37.23
T = 462.59'
L = 924.53'
R = 10,000.00'
301+74.64PCC =
PCC =310+99.16
V = 75 MPH
E =2.5%
Lr = 119'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT = 123+55.97
V = 75 MPH
E =
Lr = NA
NA
107
108
109
110
111
112 113
114
207
208
209
210 211 212 213 2
14
307
308
309
310 PCC 310+99.16
311
312
313
Sta. 110+00
St'd. MB-7F Req'd.
Begin
Sta. 111+00
St'd. MB-7E Req'd.
Begin
12' Paved Shldr
12'
12'
6' Paved Shldr
6' Paved Shldr
12' Paved Shldr
12'
12'
12' Paved Shldr
12'
12'
6' Paved Shldr
12'
12'
12' Paved Shldr
6' Paved Shldr
St'd. GR-9 Req'd.
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52PCC =
PT = 223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
Curve SBL-3
PI = 314+02.68
T = 303.52'
L = 606.32'
R = 5,096.00'
310+99.16PCC =
PCC =317+05.48
V = 75 MPH
E =4.6%
Lr = 218'
NB I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
I-81 CONSTR. B/L
St'd. GR-2 Req'd.
St'd. GR-2 Req'd.
Ty. II Req'd
St'd GR-FOA-2
Ty. I Req'd
St'd GR-FOA-2
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_3.dgn
Plotted By: Cronin1:57:13 PM
Sheet_3.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'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Matc
h Lin
e Sta. 107+0
0.0
0 Matc
h Lin
e Sta. 114
+00.0
0
C-501
0081-095-038, PE-101381
0081-095-038 3
115.9
6' LT
+54.14
VD
H
Mon.
(B)(A)
(C)(D)
(D) Inv. Out = 1930.88'
(C) Inv. Out = 1930.65'
(B) Inv. In = 1930.51'
(A) Inv. In = 1930.63'
24" Metal Pipe
In Pl. 20.5' Of Twin
(A)(B)(C)
(F)
15" RCP
Conc.
Ditch
Rip Rap
Sig
n
Metal Guardrail
Metal Guardrail
Metal Guardrail
Metal Guardrail
Interstate 81 SBL (Asphalt)
Interstate 81 NBL (Asphalt)
Brush
Conc. Ditch
Rte. 80
8 Halls B
otto
m Rd. (As
phalt)G
ate
Metal Guardrail
Metal Guardrail
Conc.
Conc.
Sinking Creek
Sin
kin
g Creek
Sinking Creek
Sig
n
36"
Waln
ut
24"
Waln
ut
12"
Waln
ut
10" T
win
Waln
ut
Asphalt
Grass
Conc. Ditch
Conc. Ditch
Brush
Grass Median
Brus
h
Mixe
d Me
dium
Hard
woods
F-022 Singing
wood
Lane (
Asphalt)
and BrushMixed Small Hardwoods
Metal
Guardrail
Brush
4' Wire Fence
Metal Guardrail
Conc. Ditch
4' B
arbed
Wire F
ence
And BrushMixed Medium Hardwoods
Wire F
ence
4' Bar
bed
4' B
arbed
Wire
Fence
Gravel
4' Bar
bed
Wire
Fence
Conc. Ditc
h
And BrushMixed Medium Hardwoods
And Brush
Mixed Medium Hardwoods
Grass
Sign
Conc.
4'
Wire Fence
GravelGrass
4' Wire Fence
Wire Fence
4' Barbed
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
4' Wire Fence
4'
Wire Fence
Sig
n
4'
Wire Fence
Metal Guardrail
Post
Asphalt Shoulder
DeckBridgeConc.
DeckBridgeConc.
SignSign
VD
OT
Superstr
ucture #2041
With Steel
Guardrail A
nd
Metal
Rails,
Piers,
Concrete Parapet
Walls
Of 5 Steel I-
Bea
ms, 3
Concrete
Concrete Brid
ge Deck, 4 Spans
VDOT Superstructure #2040With Steel Guardrail And Metal Rails,Piers, Concrete Parapet WallsOf 5 Steel I-Beams, 3 ConcreteConcrete Bridge Deck, 4 Spans
Conc. Pier
Conc. Pier
Conc. Pier
Con
c. Pier
Con
c. Pier
Con
c. Pier
Con
c. Abutm
ent
Conc.
Abutm
ent
Conc.
Abutm
ent
0.5' Conc. Curb
0.5' Conc. Curb
0.5' Conc. Curb
0.5' Conc. Curb0.5' Conc. Curb
0.5' Conc. Curb
0.5' Conc. Curb
0.5' Conc. Curb
Con
c.
Con
c.
Creek
Conc. Wingwall
Conc. WingwallConc. Wingwall
Conc.
Win
gwall
Conc.
Win
gwall
Conc.
Win
gwall
ProtectionSlope Conc.
ProtectionSlope Conc.
ProtectionSlope Conc.
ProtectionSlope Conc.
Conc. Slope Protection
26
27 28 29 30 31 3
2
=
02°5
4'4
6" Lt.
PI 2
7+0
7.4
6
Interstate 81 - Survey Baseline
64
65
66
67
68
69
=6
3°3
0'2
9"Rt.
PI 66+8
6.60 Sin
kin
g Creek Strea
m
Traverse
PI 3
0+19.2
6 Interstate 81 Survey Baseline
=11°37'54" Rt.
PI 67+96.44
=5
6°5
5'0
5"Lt.
PI 6
4+8
3.18
and Septic Records.
Unable to Obtain Well
24.47' LT
+48.16VDH
Mon.
Abutm
ent
Con
c.
Gravel Road
8" Dogwood
Sig
n
Conc. Wall
Conc.
Win
gwall
End Parapet Wall
End Parapet Wall
End Parapet Wall
End Parapet Wall
End Parapet Wall
End Parapet Wall
End Parapet Wall
Conc. Ditch CL (Fille
d with
Rock)
Inv. In = 1951.97'In Pl. Headwall
Inv.
Out
= 19
48.0
1'In Pl. 8
7.9'
Of 18
" Conc. Pip
e
#6433
VDOT Bridge
Conc. Wingwall
No. 0081-095-014, (A6830)Per Route 81, VDOT ProjectEx. R/W And Limited Access Line
No. 00
81-095
-014, (
A6830)
Per Ro
ute 81, VDOT
Proj
ect
Ex. Li
mited
Access Li
ne
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
R/
W-2
R/W-1
R/W-1
6' Cattle Pass
6' Cattle Pass
WV
WV
Valve
Blow
off
ValveBlo
woff
LAURA H. QUESENBERRY
LAURA H. QUESENBERRYPB55 PG30
1.43 AC.
Tax# 143-A-7
LAURA H. QUESENBERRYPB55 PG30
1.43 AC.
Tax# 143-A-7
24"
24"24"
24"
24"
24"
24"
1937.6571
Curve SBL-3
PI = 314+02.68
T = 303.52'
L = 606.32'
R = 5,096.00'
310+99.16PCC =
PCC =317+05.48
V = 75 MPH
E =4.6%
Lr = 218'
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52PCC =
PT = 223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
114
115
116
117
118 119 120 12
1
215
216
217
218
219
220
221
314
315
316
317
PCC 317+05.48
318 319
320
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
St'd. GR-2 Req'd.
12' Paved Shldr
6' Paved Shldr
12'
12'
6' Paved Shldr
12' Paved Shldr
12'
12'
6' Paved Shldr
12'
12'
12' Paved Shldr
Ty. II Req'd
St'd GR-FOA-2
Ty. I Req'd
St'd GR-FOA-2 Ty. II Req'd
St'd GR-FOA-2
St'd. GR-11 Req'd.St'd. GR-2 Req'd.
St'd. MC-3B Req'd.
Curve SBL-4
PI = 321+69.00
T = 463.52'
L = 926.19'
R = 8,832.00'
317+05.48PCC =
PT = 326+31.67
V = 75 MPH
E =2.7%
Lr = 128'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT = 123+55.97
V = 75 MPH
E =
Lr = NA
NA
11'
11'Future
rdlh
S
dedar
G er
utu
F '
9
rdlh
S
dedar
G er
utu
F '
9
St'd GR-9 Req'd
St'd GR-2 Req'd
Ty. I Req'd
St'd GR-FOA-2
Ty. I Req'd
St'd GR-FOA-2
St'd GR-9 Req'd
Protection
Bridge Pier
Sta. 318+75.37
Abutment A
End of slab
Sta. 320+08.55
Abutment B
End of slab
Sta. 220+00.65
Abutment B
End of slab
Sta. 218+67.83
Abutment A
End of slab
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_4.dgn
Plotted By: Cronin1:57:32 PM
Sheet_4.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'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Matc
h Lin
e Sta. 114
+00.0
0 Matc
h Lin
e Sta. 12
1+00.0
0
C-501
0081-095-038, PE-101481
0081-095-038 4
183.6
8'
RT
+80.6
4
IRF
183.7
0'
RT
+78.7
2
IRF
158.36' LT
+04.23
VDH Mon.
Interstate 81 SBL (Asphalt)
Interstate 81 NBL (Asphalt)
Sinkin
g Cree
k
Mixe
d Me
dium
Hard
woods
Metal Guardrail
Metal Guardrail
Metal Guardrail (2)
Metal Guardrail
F-022 Singingwood Lane (Asphalt)
F-022
Singing
wood L
ane (As
phalt)
Rte. 1010
Hedgerow
Hill (
Asphalt)
Grass Median
Brush
BrushConc. Di
tch
Brush
Sig
n
Sig
n
Sig
n
Sig
n Sig
n
Mixed Medium HardwoodsMixed Mediu
m Hardwoods
Brush
4' Wire Fence
Grass Median
4' Wire Fence
Metal Guardrail
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Conc. Ditch
Sig
n
4' Wire Fence
Metal Guardrail
Metal Guardrail
Brush
4' Wire Fence
4' Wire
Fence
And Brush
Mixed Medium HardwoodsAnd Brush
Mixed Medium Hardwoods
And BrushMixed Medium Hardwoods
4' Wire Fence
4' Wire Fence
Sinking Creek Stream Traver
se
33
34
35
36
37
38
39
=
01°45'3
6" Lt.
PI 3
4+2
0.5
9
Interstate 81 - Survey Baseline
61
62
63
Begin Sin
kin
g
Creek Str
ea
m
Traverse
PO
T 60+0
0.0
0
152.07' LT
+04.01
VDH Mon.
Conc. Wall
End Parapet Wall
Metal Guardrail
N41°56'35"E 200.32'
N32°58'24"E
165.28'
Conc. Ditch CL (Filled with Rock)
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. Limited Access Line
No. 0081-095-0
14, (A6830)Per Ro
ute 81, VDOT Pro
jectEx. Lim
ited Access Li
ne
W/
Guy
138 6
BV
U #954-
Power Pole
#7
Tele. Pole
T
DALE A. STARK
NANCY C. STARKPB20 PG153
3.74 AC.
Tax# 123-10-14
24"
24"24"
24"24" 24"
Curve SBL-4
PI = 321+69.00
T = 463.52'
L = 926.19'
R = 8,832.00'
317+05.48PCC =
PT = 326+31.67
V = 75 MPH
E =2.7%
Lr = 128'
121
122
123 PT 123+55.97
124
125
126
127
128
222
223 PT 223+66.04
224
225
226
227
228
321
322
323
324
325
326 PT 326+31.67
327
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
Ty. II Req'd
St'd GR-FOA-2 St'd. MC-3B Req'd.
St'd. GR-11 Req'd.
12'
12'
12' Paved Shldr
6' Paved Shldr
12' Paved Shldr
12'
12'
6' Paved Shldr
6' Paved Shldr
12'
12'
12' Paved Shldr
12' Paved Shldr
6' Paved Shldr
12'
12'
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52PCC =
PT = 223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT = 123+55.97
V = 75 MPH
E =
Lr = NA
NA
rdlhS dedarG erutuF '9 11'11'
Future rdlhS dedarG erutuF '9
Matc
h Lin
e Sta. 121+00.0
0
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_5.dgn
Plotted By: Cronin1:57:47 PM
Sheet_5.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'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Matc
h Lin
e Sta. 12
8+0
0.0
0
C-501
0081-095-038, PE-101581
0081-095-038 5
172.3
2'
RT
+09.3
9
VD
H
Mon.
132.16' LT
+08.5
8
VD
H
Mon.
132.0
3' LT
+08.0
4
VD
H
Mon.
158.36' LT
+04.23
VDH Mon.
Interstate 81 SBL (Asphalt)
Interstate 81 NBL (Asphalt)
HardwoodsMixed Medium
Metal Guardrail (2)
Conc. DitchConc. Ditch
Sig
nSig
n
Sig
n
Brush
Conc. Ditch
Sig
n
Mixed Medium Hardwoods
Brush
Grass MedianGrass Median
Brush
Metal Guardrail
Mixed Medium Hardwoods
Brush
4' Wire Fence Fence Remains
4' Wire
Conc. Ditch
Conc. Ditch
4' Wire Fence
4' Wire Fence
Brush
4' Wire Fence
Mixed Medium Hardwoods
Metal Guardrail
Metal Guardrail (2)
4' Wire Fence
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Metal Guardrail (2)
Metal Guardrail
4' Wire Fence
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
40
41
42
43
44
45
46
=
01°30'5
7" Lt.
PI 4
0+5
7.0
8
Interstate 81 - Survey Baseline
7.81' LT
+14.94
BM #2
N46°33'55"E 400.71'
N42°11'22"E 200.54'
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. Limited Access Line
Project No. 0081-095-014, (A6830)
Ex. R/W Per Route 81, VDOT
Inv. Out = 1985.94'
Rim = 1988.50'
In Pl. Conc. DI
Inv.
Out
= 19
84.2
1'
In Pl. 7
3.3'
Of 18
" Conc. Pip
e
In Pl. C
onc. End
wall
DALE A. STARK
NANCY C. STARKPB20 PG153
3.74 AC.
Tax# 123-10-14
Surface Area = 8420 sq. ft.
(Dry Swale - Level 1I Design)
Stormwater Management Facility Req'd.
T.B.A.
Curve SBL-5
PI = 333+57.57
T = 511.38'
L = 1,022.42'
R = 16,129.83'
328+46.19PC =
PT = 338+68.61
V = 75 MPH
E =
Lr = 0
NC
Curve NBL-4
PI = 236+58.93
T = 227.78'
L = 455.52'
R = 16,066.63'
234+31.15PC =
PT = 238+86.68
V = 75 MPH
E =2.0%
Lr = 95'
128
129
130
131
132
PC 132+28.55
133
134
135
229
230
231
232
233
234
PC 234+3
1.15
235
328
PC 328+46.19 329
330
331
332
333
334
NB I-81 Sta. 234+31.15
End ConstructionSta. 128+90
St'd. MB-7E Req'd.
End
St'd. GR-2 Req'd.
Guardrail
Tie to Existing
MB-3
Tie to Existing
12' Paved Shldr
6' Paved Shldr
12'
12'
6' Paved Shldr
12' Paved Shldr
12'
12'
6' Paved Shldr
12' Paved Shldr
12'
12'
6' Paved Shldr
12'
12'
12' Paved Shldr
End St'd. MC-3B Req'd.
St'd GR-FOA-2 Ty. I Req'd
Curve BL101-2
PI = 135+52.94
T = 324.39'
L = 648.69'
R = 16,100.00'
132+28.55PC =
PT = 138+77.24
V = 75 MPH
E =
Lr = NA
NA
SB I-81 CONSTR. B/L
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L
Ty. II Req'd
St'd GR-FOA-2
30:1 Taper
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_6.dgn
Plotted By: Cronin1:58:13 PM
Sheet_6.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'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Matc
h Lin
e Sta. 128+0
0.0
0
Matc
h Lin
e Sta. 13
5+0
0.0
0
C-501
0081-095-038, PE-101681
0081-095-038 6
To Abingdon
Sig
n
Sig
nSig
n
Bush
Bush
Bush
Bush
Bush
Bush
Bush
BrushBrush
Mixed Medium Hardwoods
HardwoodsMixed Medium
Mixed Medium Hardwoods and Cedars
F-022 Singingwood Lane (Asphalt)
Grass Median
Metal Guardrail (2)
Metal Guardrail
4' Wire Fence
4' Wire Fence
Brush
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
131.48' LT
+07.2
2
IPF
47 48 49 50
51
52
53
=
01°09'4
2"
Rt.
PI 4
6+6
8.8
0
Interstate 81 - Survey Baseline
VD
OT
Mon. 095-0
221
=
04°0
0'0
2"
Rt.
PI 5
3+0
1.53
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. Limited Access Line
Project No. 0081-095-014, (A6830)
Ex. R/W Per Route 81, VDOT
No. 0081-095-014, (A6830)
Per Route 81, VDOT Project
Ex. R/W And Limited Access Line
PLApprox. L
ocation Per GIS
Approx. L
ocation Per GIS
Inv.
Out
= 2001.93'
In Pl. F
ES
Inv.
Out
= 2003.15'
Rim
= 2005.7
9'
In Pl. 6
9.4' of 18
" Conc. Pip
eIn Pl. C
onc
DI
Metal Guardrail
T.B.A.
135
136
137
138
PT 138+77.24
236
237
238 PT 238+86.68
335
336
337
338
PT 338+68.61
NB I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
I-81 CONSTR. B/L
SB I-81 Sta. 338+68.61
End Construction
6' Paved Shldr
St'd. GR-9 Req'd.
St'd. GR-2 Req'd.
Curve NBL-4
PI = 236+58.93
T = 227.78'
L = 455.52'
R = 16,066.63'
234+31.15PC =
PT = 238+86.68
V = 75 MPH
E =2.0%
Lr = 95'
Curve SBL-5
PI = 333+57.57
T = 511.38'
L = 1,022.42'
R = 16,129.83'
328+46.19PC =
PT =338+68.61
V = 75 MPH
E =
Lr = 0
NC
Curve BL101-2
PI = 135+52.94
T = 324.39'
L = 648.69'
R = 16,100.00'
132+28.55PC =
PT =138+77.24
V = 75 MPH
E =
Lr = NA
NA
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet_7.dgn
Plotted By: Cronin1:58:29 PM
Sheet_7.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'
PLAN LEGEND
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
Denotes Proposed Pavement
Denotes Pavement Resurfacing
Denotes Proposed Shoulder Pavement
Matc
h Lin
e Sta. 135+0
0.0
0
C-501
0081-095-038, PE-101781
0081-095-038 7
PL
PL
No records received as of 2/6/13
###???Volunteer Pkwy.
D508
Curve NBL-2PI = 198+47.86
T = 469.29'L = 936.95'R = 6,500.00'193+78.57
PCC =PCC =203+15.52
V = 75 MPHE =
Lr = 171
3.6%
Curve NBL-1PI = 190+39.51
T = 339.51'L = 678.57'R = 7,664.00'187+00.00
PC =PCC =193+78.57
V = 75 MPHE =3.1%
Lr = 147'
PC 99+00.00
101
102
103
104
105
106
191
192
193 PCC 193+78.57
194
195
196
197
198
199
200
201
202
203
PCC 203+15.52
204
205
206
PC 292+9
5.0
0293
294
295
296
297
298
299
300
301
PC
C 301+74.6
4
302
303
304
305
306
Curve SBL-1PI = 297+35.30
T = 440.30'L = 879.64'R = 7,664.00'292+95.00
PC =PCC =301+74.64V = 75 MPHE =3.1%
Lr = 147'
NB I-81 CONSTR. B/LNB I-81 Sta. 193+78.57
Begin Construction
SB I-81 CONSTR. B/L
NB I-81 Sta. 301+74.64
Begin Construction
Curve SBL-1PI = 297+35.30
T = 440.30'L = 879.64'R = 7,664.00'292+95.00
PC =PCC =301+74.64
V = 75 MPHE =3.1%
Lr = 147'
Curve SBL-2PI = 306+37.23
T = 462.59'L = 924.53'R = 10,000.00'301+74.64
PCC =PCC =310+99.16
V = 75 MPHE =2.5%
Lr = 119'
Curve NBL-2PI = 198+47.86
T = 469.29'L = 936.95'R = 6,500.00'193+78.57
PCC =PCC =203+15.52
V = 75 MPHE =
Lr = 171
3.6% Curve NBL-3PI = 213+45.09
T = 1,029.57'L = 2,050.52'R = 9,153.00'203+15.52
PCC =PT =223+66.04
V = 75 MPHE =2.7%
Lr = 128'
Curve BL101-1PI = 111+38.61
T = 1,238.61'L = 2,455.97'R = 7,664.00'99+00.00
PC =PT =123+55.97
V = 75 MPHE =
Lr = NA
NA
Curve BL101-1PI = 111+38.61
T = 1,238.61'L = 2,455.97'R = 7,664.00'99+00.00
PC =PT =123+55.97
V = 75 MPHE =
Lr = NA
NA
NB I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
I-81 CONSTR. B/L
Retaining Wall
Potential Future
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet 8.dgn
Plotted By: Cronin1:58:57 PM
Sheet 8.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
Matc
h Lin
e Sta. 106+0
0.0
0
0
SCALE
50' 100'
Future Third Lane Widening
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
PLAN LEGEND
Denotes Future Proposed Pavement
Denotes Future Shoulder Pavement
8
80081-095-038
C-501
0081-095-038, PE-10181
PL
PL
PL
WV
WV
Valve
Blowoff
ValveBlo
woff
24"
24"
24"24"
24"
24"
24"
24"
1937.6571
Curve SBL-2PI = 306+37.23
T = 462.59'L = 924.53'R = 10,000.00'
301+74.64PCC =PCC =310+99.16
V = 75 MPHE =2.5%
Lr = 119'
Curve BL101-1PI = 111+38.61
T = 1,238.61'L = 2,455.97'R = 7,664.00'
99+00.00PC =PT =123+55.97
V = 75 MPHE =
Lr = NA
NA
Curve SBL-3
PI = 314+02.68
T = 303.52'
L = 606.32'
R = 5,096.00'
310+99.16PCC =
PCC =317+05.48
V = 75 MPH
E =4.6%
Lr = 218'
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52PCC =
PT =223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
106
107
108
109
110
111
112
113
114
115
116 117 118 11
9 120
121
206
207
208
209
210
211
212
213
214
215
216 217 218 2
19 220 2
21
306
307
308
309
310
PCC 310+99.16
311
312
313
314
315
316 317
PCC 317+05.48
318 3
19 320
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
Curve NBL-3PI = 213+45.09
T = 1,029.57'L = 2,050.52'R = 9,153.00'
203+15.52PCC =PT =223+66.04
V = 75 MPHE =2.7%
Lr = 128'
Curve SBL-4
PI = 321+69.00
T = 463.52'
L = 926.19'
R = 8,832.00'
317+05.48PCC =
PT =326+31.67
V = 75 MPH
E =2.7%
Lr = 128'
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT =123+55.97
V = 75 MPH
E =
Lr = NA
NA
Curve SBL-3PI = 314+02.68
T = 303.52'L = 606.32'R = 5,096.00'
310+99.16PCC =PCC =317+05.48
V = 75 MPHE =4.6%
Lr = 218'
NB I-81 CONSTR. B/L
SB I-81 CONSTR. B/L
I-81 CONSTR. B/L
Sta. 318+75.37
Abutment A
End of slab
Sta. 320+08.55
Abutment B
End of slab
Sta. 220+00.65
Abutment B
End of slab
Sta. 218+67.83
Abutment A
End of slab
Retaining Wall
Potential Future
Retaining Wall Potential Future
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet 9.dgn
Plotted By: Cronin2:01:50 PM
Sheet 9.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
Matc
h Lin
e Sta. 106+0
0.0
0
Matc
h Lin
e Sta. 12
1+00.0
0
0
SCALE
50' 100'
Future Third Lane Widening
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
PLAN LEGEND
Denotes Future Proposed Pavement
Denotes Future Shoulder Pavement
C-501
0081-095-038, PE-10181
0081-095-038
9
9
PL
PL
PL
PL
PL
PL
PL
PL
W/
Guy
138 6
BV
U #954-
Power Pole
#7
Tele. Pole
W/
Guys (4)
-138 21 8
Syste
ms #954
United Tele.
Co
mb. Pole
T
#AP-1901 14
65-8
Tele. Ped.
T.B.A.
Curve SBL-4
PI = 321+69.00
T = 463.52'
L = 926.19'
R = 8,832.00'
317+05.48
PCC =
PT =326+31.67
V = 75 MPH
E =2.7%
Lr = 128'
Curve SBL-5
PI = 333+57.57
T = 511.38'
L = 1,022.42'
R = 16,129.83'
328+46.19
PC =
PT =338+68.61
V = 75 MPH
E =
Lr = 0
NC
Curve NBL-4
PI = 236+58.93
T = 227.78'
L = 455.52'
R = 16,066.63'
234+31.15PC =
PT =238+86.68
V = 75 MPH
E =2.0%
Lr = 95'
121
122
123
PT 123+55.97 12
4
125
126
127
128
129 13
0
131
132
PC 132+28.55
133
134
135
222 2
23 PT 223+6
6.04 224 225
226
227
228
229
230
231 232
233
234
PC 234+3
1.15
235
321 3
22 3
23
324
325
326 PT 326
+31.67 327
328 PC 328
+46.19
329
330
331
332
333
334
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L NB I-81 Sta. 234+3
1.15 End Con
structionSB I-81 CONSTR. B/L
Curve NBL-3
PI = 213+45.09
T = 1,029.57'
L = 2,050.52'
R = 9,153.00'
203+15.52
PCC =
PT =223+66.04
V = 75 MPH
E =2.7%
Lr = 128'
Curve BL101-2
PI = 135+52.94
T = 324.39'
L = 648.69'
R = 16,100.00'
132+28.55
PC =
PT =138+77.24
V = 75 MPH
E =
Lr = NA
NA
Curve BL101-1
PI = 111+38.61
T = 1,238.61'
L = 2,455.97'
R = 7,664.00'
99+00.00PC =
PT =123+55.97
V = 75 MPH
E =
Lr = NA
NA
SB I-81 CONSTR. B/L
NB I-81 CONSTR. B/L
I-81 CONSTR. B/L
PL
Retaining Wa
ll Potential Futu
re
<Project Mgr Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
<Surveyor Name (000) 000-0000 (District)>
Cell Revised 12/11/12
<Designer Name (000) 000-0000 (District)>
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
Sheet 10.dgn
Plotted By: Cronin2:02:05 PM
Sheet 10.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
Matc
h Lin
e Sta. 12
1+00.0
0
Matc
h Lin
e Sta. 13
5+0
0.0
0
Matc
h Lin
e Sta. 13
5+0
0.0
0
0
SCALE
50' 100'
Future Third Lane Widening
Denotes Construction Limits in CutsC
Denotes Construction Limits in FillsF
PLAN LEGEND
Denotes Future Proposed Pavement
Denotes Future Shoulder Pavement
C-501
0081-095-038, PE-10181
0081-095-038
10
10
4.2.3Conceptual Bridge Plans
Scale: ˆ" = 1'-0"
REVISIONS
For Table of Revisions,
see Sheet 2.
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
No. Description Date
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
UPC No.
VA.
STATE
Federal Oversight Code:
NBIS Number:
Approved:
c
Recommended for Approval:
Date:
Chief Engineer
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
Title
Sheet.d
gn
1
X471-S8
COORDINATED:
SUPERVISED:
DESIGNED:
DRAWN:
CHECKED:
PLANS BY:
STRUCTURAL ENGINEER
RICHMOND, VA
JOHNSON, MIRMIRAN & THOMPSON
2016, Commonwealth of Virginia
107116
G.A. & F.C. Wagman, Inc.
MANAGER
DISTRICT CONSTRUCTION
MANAGER
VDOT PROJECT
CONSTRUCTION
APPROVAL FOR
RECOMMENDED FOR
Arthelius A. Phaup, III
Spencer R. Sloan
0000000000XXXXX
Jay A. Utz
_ _ _ _ _ _ _ _ _ _Arthelius A. Phaup, III
March 7, 2016
DESIGN EXCEPTION(S):
GENERAL NOTES:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
SIN
KIN
G
CR
EE
K
133'-2„"
Sta. 318+75.37
Abutment A
End of slab
Sta. 320+08.55
Abutment B
End of slab
o
Face of curb
Long chord
Face of curb
Face of curb
Long chord
Face of curb
18'-
0"
1'-
8"
1'-
8"
1'-
8"
18'-
0"
I-81 SB Constr. BL
I-81 NB Constr. BL
To Abingdon
PLAN
132'-9‡"
Sta. 218+67.83
Abutment A
End of slab
o
33 -11'-06", typ.
L
L
Edge of stream Edge of stream
Halls Botto
m Rd.
Route 808
To Bristol
Fill Fill
132'-9‡"
L
Approach slabFinished grade
Fix. Exp.
C Halls Bottom Rd.L
L
Approach slab Finished grade
DEVELOPED SECTION ALONG I-81 NBL CONSTR. B
Elev. 1,967.49
Elev. 1,968.58
Elev. 1,968.76
Elev. 1,969.62
R
= 9,1
52.0
0'
R
= 8,8
32.0
0'
24-0"
min.
Varie
s
24'-
0"
min.
Varie
s
0081-095-038, B675, B67681IM-081-1(342)
NFO
State Structure and Bridge Engineer on September 21, 2015.
Reduced outside shoulder width from 14'-0" to 12'-0". Approved by
140-21CSheet 1 of 4
Developed section for southbound lane is similar.
Consultant ABUTMENT A ABUTMENT B
Normal to abutmentElev. 1929.00
Surveyed water
slope protection, typ.4" concrete slab
Elev. 1934.39
High water
2
1
2
1
I-81 NB Constr. B
Existing profile along
Pier Protection System
slope protection, typ.
4" concrete slabFace of MSE wingwall 3Face of MSE wingwall 1
Face of MSE wingwall 4Face of MSE wingwall 2
Normal to long chord
Sta. 218+67.83
End of slab
Beginning of bridge
Sta. 220+00.65
End of slab
End of bridge
Sta. 220+00.65
Abutment B
End of slab
Span a
Edge of pavement
SB Constr. B
Measured along I-81
NB Constr. B
Measured along I-81
typ.
33 -25'-17"
Span a
LNB Constr. B
Measured along I-81
V.C. = 1,200'
C.G. Elev. 1,958.75
C.G. Sta. 318+33.00SB
NB
V.C. = 1,202.69'
C.G. Elev. 1,960.56
C.G. Sta. 218+33.00
-2.55%
-2.50%
+3.16%
+2.89%
vert.
cl.
22'-
0"
min.
Approach slab, typ.
1'-
8"
42'-
0"
min.
Varie
s
42'-
0"
min.
Varie
s
Approach slab, typ.
SB
NB
Lane
11'-0
"
Shoulder
6'-0
"
vert. cl.
Point of min.
PROJ. 0081-095-038, B675, B676
WASHINGTON CO. - 1.9 MI. W. RTE. 611
(HALLS BOTTOM RD.)
NB AND SB I-81 OVER RTE. 808
PROPOSED BRIDGE ON
C Route 808L
Pier Protection System
St'd. BPPS series
with Sec. 411.
The existing structure is designated a Type B structure in accordance
140-21; 140-21A; 140-21B.
Bridge No. of existing bridge in northbound lane is 2041. Plan No. is
140-21; 140-21A; 140-21B.
Bridge No. of existing bridge in southbound lane is 2040. Plan No. is
and shall be unpainted.
All structural steel, including bearings, shall be ASTM A709 Grade 50W
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
2014; and VDOT Modifications.
Design: AASHTO LRFD Bridge Design Specifications, 7th Edition,
Bridge Specifications, 2007.
Construction: Virginia Department of Transportation Road and
Specifications:
Drainage area: 1.7 sq. mi.
Capacity: HL-93 loading.
Span layout: 133'-2„" SB and 132'-9‡" NB steel plate girder span.
Width: 42'-0" min. SB and 42'-0" min. NB, face-to-face of curbs.
full extent of the applicable laws.
scanned signatures, is illegal. Violators will be prosecuted to the
the VDOT Central Office. Any misuse of electronic files, including
The original approved sheet, including original signatures, is filed in
91'-2"
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Parapet
1'-8"
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Parapet
1'-8"
Face of curb Face of curb Face of curbLFace of curb
9" min.8•" min. Point of finished gradePoint of finished grade
2.7% slope
2.7% slope
Phase 4 Construction
2'-10" 9 spa. @ 9'-6" = 85'-6" 2'-10"
TRANSVERSE SECTION
1"
DRIP DETAIL
1•"
ƒ"
ƒ"
TRANSVERSE SECTION
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Scale: ‚" = 1'-0" Unless otherwise noted.
3" typ.
concrete parapet, typ.
St'd. BPB-4 series 42"
See drip detail
2 of 4
2
3" min.Varies
Shoulder
6'-0"
Shoulder
6'-0"
18'-0"
42'-0" min.
Varies
42'-0" min.
Varies
18'-0"
I-81 NB Constr. B
30'-8"
Phase 1 Construction
30'-4"
Phase 3 Construction
30'-2"
Phase 2 Construction
LI-81 SB Constr. B
Shoulder
12'-0" min.
Varies
Shoulder
12'-0" min.
Varies
24'-0" min.
Varies
24'-0" min.
Varies
Transverse
Sectio
n.d
gn
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisionsc
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
2016, Commonwealth of VirginiaSTRUCTURAL ENGINEER
RICHMOND, VA
JOHNSON, MIRMIRAN & THOMPSONJAU
SRS
AAP March 2016 140-21C
81 0081-095-038, B675, B676
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
SECTIONS
ABUTMENT AND WINGWALL
3
6'-
3"
2'-8"7"
End of slab
2'-
6"
wall drain
Geocomposite
1'-6" 4'-0" 1'-6"4'-0" 4'-0"
3'-
3"
12
2
from abutment
for free drainage away
Lowest point feasible
6" dia. non-rigid tubing
Weephole formed with
15'-0"
ABUTMENT SECTION
Scale as noted
4'-3"
12"
12"
Approach slab
Finished grade
Scale: •" = 1'-0"
Abutment A shown. Abutment B similar.
12"
slope protection
4" concrete slab
21
Select backfill material
*
*Normal to abutment.
deck slab extension
Superstructure with
~
Face of backwall
2
12 typ.
3 of 4
Micropile, typ.
Abut
meee
nt
Sectio
n.d
gn
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisionsc
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
2016, Commonwealth of VirginiaSTRUCTURAL ENGINEER
RICHMOND, VA
JOHNSON, MIRMIRAN & THOMPSONJAU
SRS
AAP March 2016 140-21C
81 0081-095-038, B675, B676
Top of leveling pad
Bottom of wall
Top of coping
Soil reinforcing, typ.
Heig
ht of
wall,
H
TYPICAL WINGWALL SECTIONScale: ‚" = 1'-0"
Face of curb
Moment slab New pavement section
Finished grade
Approach slab
of the Specifications.
be in accordance with Section 245.03(d)
approach fill material. Stabilization fabric shall
select backfill material and roadway
placed along interface between MSE wall
Subgrade stabilization fabric shall be
MSE wall select backfill material
Limits of roadway approach fill material
12"
0.7 H min.
As required by design
Finished grade
wingwall
Face of MSE
finished grade
2'-0" min. below
6" min.
concrete parapet, typ.
St'd. BPB-4 series 42"
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Parapet
1'-8"
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Parapet
1'-8"
Face of curb Face of curb Face of curbLFace of curb
8•" min. Point of finished gradePoint of finished grade
2.7% slope
2.7% slope
concrete parapet, typ.
St'd. BPB-4 series 42"
3" min.Varies
Shoulder
6'-0"
Shoulder
6'-0"
I-81 NB Constr. BLI-81 SB Constr. B
1
2
Proposed fill slope
Existing Ground
Limit of proposed construction
FUTURE WIDENING
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Lane
12'-0"
Shoulder
12'-0" min.
Varies
Parapet
1'-8"
Lane
12'-0"
Lane
12'-0"
Lane
12'-0"
Shoulder
12'-0" min.
Varies
Parapet
1'-8"
TRANSVERSE SECTION - FUTURE WIDENING
3" min.
Varies
Face of curb
concrete parapet, typ.
St'd. BPB-4 series 42"
Shoulder
12'-0"
Shoulder
12'-0"
4
4 of 4
Shoulder
12'-0" min.
Varies
18'-0"
Future widening
~18'-0"
Future widening
~
Face of curb
Shoulder
12'-0" min.
Varies
91'-2"
Proposed construction
right-of-way
Limit of existing91'-0" min.
widening
Limit of future
~
18'-0"~
Finished grade
I-81 SB Constr. BL
slope out of the existing ditch.
A retaining wall could be employed to keep the fill
the MSE wingwall in the controlling corner (southwest).
Limits of future widening shown at the end ofand right-of-way
required to avoid ditch
Future retaining wall as
WINGWALL SECTION - FUTURE WIDENING
Wid
enin
gSectio
n.d
gn
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisionsc
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
2016, Commonwealth of VirginiaSTRUCTURAL ENGINEER
RICHMOND, VA
JOHNSON, MIRMIRAN & THOMPSONJAU
SRS
AAP March 2016 140-21C
81 0081-095-038, B675, B676
4.2.4.1Proposal Schedule
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
C00107116DB85 I-81 Proposal ScheduleC00107116DB85 I-81 Proposal Schedule 596.0d 596.0d 24-May-16 04-Sep-18 0.0d
Milestones and General ConditionsMilestones and General Conditions 833.9d 833.9d 24-May-16 04-Sep-18 0.0d
MilestonesMilestones 833.9d 833.9d 24-May-16 04-Sep-18 0.0d
Project MilestonesProject Milestones 833.9d 833.9d 24-May-16 04-Sep-18 0.0d
A1000 Notice to Proceed 0.0d 0.0d 24-May-16 0.0d
A1010 Start Phase 1A Construction 0.0d 0.0d 13-Sep-16 37.1d
A6290 Traffic Switch Phase 1B 0.0d 0.0d 21-Nov-16 78.1d
A1020 Substantial Completion of Design 0.0d 0.0d 27-Dec-16 42.1d
A6350 Traffic Switch Phase 2 0.0d 0.0d 20-Jul-17 0.1d
A6351 Traffic Switch Phase 3 0.0d 0.0d 28-Dec-17 0.1d
A6352 Traffic Switch Phase 4 0.0d 0.0d 25-Jun-18 0.1d
A1060 Final Completion (Contract = 04-SEP-2018) 0.0d 0.0d 04-Sep-18 0.0d
General ConditionsGeneral Conditions 833.9d 833.9d 24-May-16 04-Sep-18 0.0d
A16420 General Conditions: Project Management through Final Completion833.9d 833.9d 24-May-16 04-Sep-18 0.0d
A16440 General Conditions: QA/QC through Final Completion 833.9d 833.9d 24-May-16 04-Sep-18 0.0d
A16430 General Conditions: Survey through Final Completion 721.0d 721.0d 13-Sep-16 04-Sep-18 0.0d
A16450 Final Punchlist/Demobilization 5.0d 5.0d 21-Aug-18 26-Aug-18 9.0d
PreconstructionPreconstruction 232.0d 232.0d 24-May-16 12-Apr-17 364.0d
Scope Validation PeriodScope Validation Period 120.0d 120.0d 24-May-16 20-Sep-16 125.0d
SV100 Scope Validation Investigations 90.0d 90.0d 24-May-16 21-Aug-16 125.0d
SV110 Scope Validation Submission 0.0d 0.0d 22-Aug-16 22-Aug-16 125.0d
SV120 Scope Validation Discussions 30.0d 30.0d 22-Aug-16 20-Sep-16 125.0d
DesignDesign 156.0d 156.0d 24-May-16 27-Dec-16 440.0d
SurveySurvey 105.0d 105.0d 24-May-16 20-Oct-16 477.0d
A8700 Survey Notification Letters 5.0d 5.0d 24-May-16 31-May-16 63.0d
A8690 Survey Control 10.0d 10.0d 01-Jun-16 14-Jun-16 63.0d
A8691 Existing Bridge Location 10.0d 10.0d 15-Jun-16 28-Jun-16 63.0d
A8710 Field Survey 30.0d 30.0d 29-Jun-16 10-Aug-16 527.0d
A8720 Utility Survey 30.0d 30.0d 29-Jun-16 10-Aug-16 63.0d
A8730 Topo Verification 30.0d 30.0d 11-Aug-16 22-Sep-16 63.0d
A8740 Update Survey File and DTM 20.0d 20.0d 23-Sep-16 20-Oct-16 63.0d
RoadwayRoadway 130.0d 130.0d 24-May-16 21-Nov-16 55.0d
DF2000 Prepare Preliminary Roadway Plans 40.0d 40.0d 24-May-16 20-Jul-16 28.0d
A15020 SFC Preliminary Roadway Plans 1.0d 1.0d 21-Jul-16 21-Jul-16 28.0d
A15040 VDOT Review Preliminary Roadway Plans 21.0d 21.0d 21-Jul-16 11-Aug-16 40.1d
A15060 Final Design Roadway Plans 60.0d 60.0d 22-Jul-16 14-Oct-16 51.0d
A15070 SFC Final Roadway Plans 1.0d 1.0d 17-Oct-16 17-Oct-16 51.0d
A15080 VDOT Review Final Roadway Plans 21.0d 21.0d 17-Oct-16 07-Nov-16 77.1d
DRFC3010 Roadway Final Revisions 10.0d 10.0d 08-Nov-16 21-Nov-16 51.0d
GeotechnicalGeotechnical 114.0d 114.0d 24-May-16 28-Oct-16 482.0d
A16460 Survey Boring Locations 10.0d 10.0d 24-May-16 07-Jun-16 0.0d
A15000 Perform Borings 20.0d 20.0d 08-Jun-16 06-Jul-16 0.0d
A15010 Perform Lab Testing and Analysis 20.0d 20.0d 07-Jul-16 03-Aug-16 0.0d
DRW1063 Prepare Draft Geotech Report 30.0d 30.0d 04-Aug-16 15-Sep-16 0.0d
A16470 Submit Draft Geotech Report 1.0d 1.0d 16-Sep-16 16-Sep-16 60.0d
DRW1064 VDOT Review Draft Geotech Report 21.0d 21.0d 16-Sep-16 07-Oct-16 88.1d
DRW1065 Prepare Final Geotech Report 14.0d 14.0d 10-Oct-16 27-Oct-16 58.0d
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 OctNov
2016 2017 2018
04-Sep-18, C00107116DB85 I-81 Proposal Schedule
04-Sep-18, Milestones and General Conditions
04-Sep-18, Milestones
04-Sep-18, Project Milestones
Notice to Proceed
Start Phase 1A Construction
Traffic Switch Phase 1B
Substantial Completion of Design
Traffic Switch Phase 2
Traffic Switch Phase 3
Traffic Switch Phase 4
Final Completion (Contract = 04-SEP-2018)
04-Sep-18, General Conditions
General Conditions: Project Management through Final Completion
General Conditions: QA/QC through Final Completion
General Conditions: Survey through Final Completion
Final Punchlist/Demobilization
12-Apr-17, Preconstruction
20-Sep-16, Scope Validation Period
Scope Validation Investigations
Scope Validation Submission
Scope Validation Discussions
27-Dec-16, Design
20-Oct-16, Survey
Survey Notification Letters
Survey Control
Existing Bridge Location
Field Survey
Utility Survey
Topo Verification
Update Survey File and DTM
21-Nov-16, Roadway
Prepare Preliminary Roadway Plans
SFC Preliminary Roadway Plans
VDOT Review Preliminary Roadway Plans
Final Design Roadway Plans
SFC Final Roadway Plans
VDOT Review Final Roadway Plans
Roadway Final Revisions
28-Oct-16, Geotechnical
Survey Boring Locations
Perform Borings
Perform Lab Testing and Analysis
Prepare Draft Geotech Report
Submit Draft Geotech Report
VDOT Review Draft Geotech Report
Prepare Final Geotech Report
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 1 of 6
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
A16480 Submit Final Geotech Report 1.0d 1.0d 28-Oct-16 28-Oct-16 471.0d
BridgeBridge 156.0d 156.0d 24-May-16 27-Dec-16 0.0d
A14860 Stage I Design (TS&L) 40.0d 40.0d 24-May-16 20-Jul-16 20.0d
A14870 Stage I Design (Wagman Review) 5.0d 5.0d 21-Jul-16 27-Jul-16 20.0d
A14880 SFC Stage I Design 1.0d 1.0d 28-Jul-16 28-Jul-16 20.0d
A14900 Stage II Design - Superstructure 40.0d 40.0d 28-Jul-16 22-Sep-16 21.0d
A14890 VDOT Review Stage I Design 21.0d 21.0d 28-Jul-16 18-Aug-16 28.1d
A14940 Stage II Design - Substructure 50.0d 50.0d 16-Sep-16 28-Nov-16 0.0d
A14910 Stage II Design - Superstructure (Wagman Review) 10.0d 10.0d 23-Sep-16 06-Oct-16 21.0d
A14920 SFC Stage II Design - Superstructure 1.0d 1.0d 07-Oct-16 07-Oct-16 21.0d
A14930 VDOT Review Stage II Design - Superstructure 21.0d 21.0d 07-Oct-16 28-Oct-16 31.1d
A14950 Stage II Design - Substructure (Wagman Review) 5.0d 5.0d 29-Nov-16 05-Dec-16 0.0d
A14960 SFC Stage II Design - Substructure 1.0d 1.0d 06-Dec-16 06-Dec-16 0.0d
A14970 VDOT Review Stage II Design - Substructure 21.0d 21.0d 06-Dec-16 27-Dec-16 0.1d
PermittingPermitting 117.0d 117.0d 24-May-16 07-Nov-16 62.0d
A16490 Wetlands Delineation 10.0d 10.0d 24-May-16 07-Jun-16 62.0d
A16530 Prepare VPDES Permit Application 10.0d 10.0d 24-May-16 07-Jun-16 73.0d
A16500 USACE Jurisdictional Determination Confirmation 50.0d 50.0d 08-Jun-16 17-Aug-16 62.0d
A16540 Submit VPDES Permit Application 1.0d 1.0d 12-Aug-16 12-Aug-16 27.0d
A16550 Track VPDES Permit Application 20.0d 20.0d 15-Aug-16 12-Sep-16 27.0d
E5 Prepare Joint Permit Application 15.0d 15.0d 18-Aug-16 08-Sep-16 62.0d
E5.5 Submit Joint Permit Application 1.0d 1.0d 09-Sep-16 09-Sep-16 62.0d
A16510 Track Joint Permit Application 40.0d 40.0d 12-Sep-16 04-Nov-16 62.0d
A16560 Reeive VPDES Permit 1.0d 1.0d 13-Sep-16 13-Sep-16 27.0d
A16520 Receive Permits 1.0d 1.0d 07-Nov-16 07-Nov-16 62.0d
SubmittalsSubmittals 191.0d 191.0d 24-May-16 14-Feb-17 405.0d
RoadwayRoadway 84.0d 84.0d 24-May-16 16-Sep-16 24.0d
A8760 Submit QA/QC Plan 20.0d 20.0d 24-May-16 21-Jun-16 24.0d
A8940 VDOT Review/Comment QA/QC Plan 21.0d 21.0d 21-Jun-16 12-Jul-16 64.1d
A8770 Submit Transportation Management Plan 20.0d 20.0d 22-Jun-16 20-Jul-16 24.0d
A8990 Revise QA/QC Plan 5.0d 5.0d 13-Jul-16 19-Jul-16 45.0d
A9040 Final Submit QA/QC Plan 21.0d 21.0d 20-Jul-16 17-Aug-16 45.0d
A8950 VDOT Review/Comment Transportation Management Plan 21.0d 21.0d 20-Jul-16 10-Aug-16 34.1d
A9000 Revise Transportation Management Plan 5.0d 5.0d 11-Aug-16 17-Aug-16 23.0d
A9050 Final Submit Transportation Management Plan 21.0d 21.0d 18-Aug-16 16-Sep-16 23.0d
BridgeBridge 73.0d 73.0d 31-Oct-16 14-Feb-17 398.0d
A9100 Steel Girder Shop Drawings, Bearing 10.0d 10.0d 31-Oct-16 11-Nov-16 19.0d
A9130 Erection Plan 10.0d 10.0d 31-Oct-16 11-Nov-16 72.0d
A9110 Overhang Submittal 10.0d 10.0d 14-Nov-16 29-Nov-16 104.0d
A9160 QA/QC Review/Approve Steel Girder Shop Drawings, Bearing 14.0d 14.0d 14-Nov-16 05-Dec-16 19.0d
A9190 QA/QC Review/Approve Erection Plan 14.0d 14.0d 14-Nov-16 05-Dec-16 72.0d
A9170 QA/QC Review/Approve Overhang Submittal 14.0d 14.0d 30-Nov-16 19-Dec-16 104.0d
A9080 Submit SOE Plan 20.0d 20.0d 06-Dec-16 04-Jan-17 407.0d
A16570 VDOT Review Erection Plan 21.0d 21.0d 06-Dec-16 05-Jan-17 72.0d
A9090 Pile Shop Drawings & Wave Equation 20.0d 20.0d 28-Dec-16 25-Jan-17 388.0d
A9140 QA/QC Review/Approve SOE and Demolition Plan 14.0d 14.0d 05-Jan-17 24-Jan-17 413.0d
A16280 Submit Demolition Plan 20.0d 20.0d 05-Jan-17 01-Feb-17 407.0d
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 OctNov
2016 2017 2018
Submit Final Geotech Report
27-Dec-16, Bridge
Stage I Design (TS&L)
Stage I Design (Wagman Review)
SFC Stage I Design
Stage II Design - Superstructure
VDOT Review Stage I Design
Stage II Design - Substructure
Stage II Design - Superstructure (Wagman Review)
SFC Stage II Design - Superstructure
VDOT Review Stage II Design - Superstructure
Stage II Design - Substructure (Wagman Review)
SFC Stage II Design - Substructure
VDOT Review Stage II Design - Substructure
07-Nov-16, Permitting
Wetlands Delineation
Prepare VPDES Permit Application
USACE Jurisdictional Determination Confirmation
Submit VPDES Permit Application
Track VPDES Permit Application
Prepare Joint Permit Application
Submit Joint Permit Application
Track Joint Permit Application
Reeive VPDES Permit
Receive Permits
14-Feb-17, Submittals
16-Sep-16, Roadway
Submit QA/QC Plan
VDOT Review/Comment QA/QC Plan
Submit Transportation Management Plan
Revise QA/QC Plan
Final Submit QA/QC Plan
VDOT Review/Comment Transportation Management Plan
Revise Transportation Management Plan
Final Submit Transportation Management Plan
14-Feb-17, Bridge
Steel Girder Shop Drawings, Bearing
Erection Plan
Overhang Submittal
QA/QC Review/Approve Steel Girder Shop Drawings, Bearing
QA/QC Review/Approve Erection Plan
QA/QC Review/Approve Overhang Submittal
Submit SOE Plan
VDOT Review Erection Plan
Pile Shop Drawings & Wave Equation
QA/QC Review/Approve SOE and Demolition Plan
Submit Demolition Plan
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 2 of 6
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
A16580 Highlands Airport Review Erection Plan 15.0d 15.0d 06-Jan-17 26-Jan-17 72.0d
A9150 QA/QC Review/Approve Pile Shop Drawings, Wave Equation, Testing14.0d 14.0d 26-Jan-17 14-Feb-17 388.0d
AcquisitionAcquisition 114.0d 114.0d 31-Oct-16 12-Apr-17 357.0d
FD1150. Fabrication/Delivery Superstructure Rebar 60.0d 60.0d 31-Oct-16 26-Jan-17 78.0d
FD1180. Fabrication/Delivery Girders 90.0d 90.0d 06-Dec-16 12-Apr-17 19.0d
FD1140. Fabrication/Delivery Substructure Rebar 30.0d 30.0d 28-Dec-16 08-Feb-17 16.0d
FD1100 Fabrication/Delivery Pile 10.0d 10.0d 15-Feb-17 28-Feb-17 388.0d
Quality ControlQuality Control 91.0d 91.0d 19-Sep-16 27-Jan-17 410.0d
Preparatory MeetingsPreparatory Meetings 91.0d 91.0d 19-Sep-16 27-Jan-17 410.0d
A10960 Preparatory Meeting -MOT 1.0d 1.0d 19-Sep-16 19-Sep-16 23.0d
A10930 Preparatory Meeting -Bridge Deck 1.0d 1.0d 31-Oct-16 31-Oct-16 470.0d
A10860 Preparatory Meeting - Clear & Grub 1.0d 1.0d 22-Nov-16 22-Nov-16 58.0d
A10870 Preparatory Meeting - Pipe 1.0d 1.0d 22-Nov-16 22-Nov-16 101.0d
A10880 Preparatory Meeting - Erosion Control 1.0d 1.0d 22-Nov-16 22-Nov-16 51.0d
A10890 Preparatory Meeting -Subgrade/Base 1.0d 1.0d 22-Nov-16 22-Nov-16 134.0d
A10900 Preparatory Meeting -Asphalt Pavement 1.0d 1.0d 22-Nov-16 22-Nov-16 144.0d
A10940 Preparatory Meeting -Underdrain 1.0d 1.0d 22-Nov-16 22-Nov-16 121.0d
A10970 Preparatory Meeting -Pavement Markings 1.0d 1.0d 22-Nov-16 22-Nov-16 454.0d
A10980 Preparatory Meeting -Topsoil and Seeding 1.0d 1.0d 22-Nov-16 22-Nov-16 159.0d
A10990 Preparatory Meeting -Signage 1.0d 1.0d 22-Nov-16 22-Nov-16 438.0d
A10910 Preparatory Meeting -Pile 1.0d 1.0d 28-Dec-16 28-Dec-16 28.0d
A10920 Preparatory Meeting -Bridge Substructure 1.0d 1.0d 28-Dec-16 28-Dec-16 431.0d
A11000 Preparatory Meeting -Girder Erection 1.0d 1.0d 27-Jan-17 27-Jan-17 72.0d
ConstructionConstruction 511.0d 511.0d 20-Sep-16 04-Sep-18 0.0d
Phase IAPhase IA 45.0d 45.0d 20-Sep-16 21-Nov-16 51.0d
Project SignageProject Signage 10.0d 10.0d 20-Sep-16 03-Oct-16 23.0d
A1270 Temporary Project Signage 10.0d 10.0d 20-Sep-16 03-Oct-16 23.0d
RoadwayRoadway 35.0d 35.0d 04-Oct-16 21-Nov-16 23.0d
A11730 I-81 Outside Shoulder Strengthening 30.0d 30.0d 04-Oct-16 14-Nov-16 23.0d
A11740 Switch Traffic to Phase IB 5.0d 5.0d 15-Nov-16 21-Nov-16 23.0d
Phase IBPhase IB 147.0d 147.0d 28-Dec-16 20-Jul-17 0.0d
RoadwayRoadway 147.0d 147.0d 28-Dec-16 20-Jul-17 0.0d
A12390 E/S Controls Median 5.0d 5.0d 28-Dec-16 04-Jan-17 28.0d
A12400 Clear and Grub Median 15.0d 15.0d 05-Jan-17 26-Jan-17 28.0d
A12410 Strip Topsoil 10.0d 10.0d 27-Jan-17 09-Feb-17 34.0d
A12430 Rough Grade 10.0d 10.0d 01-Mar-17 15-Mar-17 23.0d
A12560 Drainage 7.0d 7.0d 16-Mar-17 27-Mar-17 23.0d
A12450 Soil Stabilization 8.0d 8.0d 28-Mar-17 06-Apr-17 23.0d
A12440 Fine Grade 5.0d 5.0d 07-Apr-17 13-Apr-17 23.0d
A12460 Underdrain 3.0d 3.0d 14-Apr-17 18-Apr-17 23.0d
A12480 Subbase 10.0d 10.0d 19-Apr-17 02-May-17 23.0d
A12500 BM 10.0d 10.0d 03-May-17 16-May-17 23.0d
A12510 IM 5.0d 5.0d 17-May-17 23-May-17 23.0d
A12520 SM 5.0d 5.0d 24-May-17 31-May-17 23.0d
A12530 Dress Shoulder 5.0d 5.0d 01-Jun-17 07-Jun-17 23.0d
A12550 Guardrail 5.0d 5.0d 01-Jun-17 07-Jun-17 25.0d
A12540 Seed 2.0d 2.0d 08-Jun-17 09-Jun-17 23.0d
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 OctNov
2016 2017 2018
Highlands Airport Review Erection Plan
QA/QC Review/Approve Pile Shop Drawings, Wave Equation, Testing
12-Apr-17, Acquisition
Fabrication/Delivery Superstructure Rebar
Fabrication/Delivery Girders
Fabrication/Delivery Substructure Rebar
Fabrication/Delivery Pile
27-Jan-17, Quality Control
27-Jan-17, Preparatory Meetings
Preparatory Meeting -MOT
Preparatory Meeting -Bridge Deck
Preparatory Meeting - Clear & Grub
Preparatory Meeting - Pipe
Preparatory Meeting - Erosion Control
Preparatory Meeting -Subgrade/Base
Preparatory Meeting -Asphalt Pavement
Preparatory Meeting -Underdrain
Preparatory Meeting -Pavement Markings
Preparatory Meeting -Topsoil and Seeding
Preparatory Meeting -Signage
Preparatory Meeting -Pile
Preparatory Meeting -Bridge Substructure
Preparatory Meeting -Girder Erection
04-Sep-18, Construction
21-Nov-16, Phase IA
03-Oct-16, Project Signage
Temporary Project Signage
21-Nov-16, Roadway
I-81 Outside Shoulder Strengthening
Switch Traffic to Phase IB
20-Jul-17, Phase IB
20-Jul-17, Roadway
E/S Controls Median
Clear and Grub Median
Strip Topsoil
Rough Grade
Drainage
Soil Stabilization
Fine Grade
Underdrain
Subbase
BM
IM
SM
Dress Shoulder
Guardrail
Seed
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 3 of 6
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
A12630 Switch Traffic to Phase II 5.0d 5.0d 14-Jul-17 20-Jul-17 0.0d
BridgeBridge 139.0d 139.0d 28-Dec-16 20-Jul-17 0.0d
A15640 Abut. A Excavation (All Phases) 15.0d 15.0d 28-Dec-16 18-Jan-17 0.0d
A15710 Abut. B Excavation (All Phases) 18.0d 18.0d 12-Jan-17 07-Feb-17 0.0d
A15650 Abut. A Foundations (All Phases) 15.0d 15.0d 19-Jan-17 09-Feb-17 13.0d
A15110 Demo Overhangs 10.0d 10.0d 27-Jan-17 09-Feb-17 28.0d
A15720 Abut. B Foundations (All Phases) 15.0d 15.0d 08-Feb-17 02-Mar-17 0.0d
A15120 F/P Abut. A Footing (All Phases) 10.0d 10.0d 10-Feb-17 27-Feb-17 13.0d
A15660 Cure Abut. A Footing (All Phases) 5.0d 5.0d 28-Feb-17 07-Mar-17 13.0d
A15730 F/P Abut. B Footing (All Phases) 10.0d 10.0d 03-Mar-17 17-Mar-17 0.0d
A15670 F/P Abut. A Stem 8.0d 8.0d 08-Mar-17 17-Mar-17 13.0d
A15680 Cure Abut. A Stem 5.0d 5.0d 21-Mar-17 27-Mar-17 13.0d
A15740 Cure Abut. B Footing (All Phases) 5.0d 5.0d 21-Mar-17 27-Mar-17 0.0d
A15750 F/P Abut. B Stem 8.0d 8.0d 28-Mar-17 06-Apr-17 0.0d
A15950 Backfill Abut. A Stem 5.0d 5.0d 28-Mar-17 03-Apr-17 13.0d
A15690 F/P Abut. A Backwall 5.0d 5.0d 04-Apr-17 10-Apr-17 13.0d
A15760 Cure Abut. B Stem 5.0d 5.0d 07-Apr-17 13-Apr-17 0.0d
A15700 Cure Abut. A Backwall 5.0d 5.0d 11-Apr-17 17-Apr-17 13.0d
A15960 Backfill Abut. B Stem 5.0d 5.0d 14-Apr-17 20-Apr-17 0.0d
A15790 Backfill Abut. A Backwall 3.0d 3.0d 18-Apr-17 20-Apr-17 13.0d
A15770 F/P Abut. B Backwall 5.0d 5.0d 21-Apr-17 27-Apr-17 0.0d
A15780 Cure Abut. B Backwall 5.0d 5.0d 28-Apr-17 04-May-17 0.0d
A15800 Backfill Abut. B Backwall 3.0d 3.0d 05-May-17 09-May-17 0.0d
A15140 Erect Girders 5.0d 5.0d 10-May-17 16-May-17 0.0d
A15150 F/P Deck 20.0d 20.0d 17-May-17 14-Jun-17 0.0d
A15810 Cure Deck 5.0d 5.0d 15-Jun-17 21-Jun-17 10.0d
A16290 F/P Abut. A Approach Slab 5.0d 5.0d 15-Jun-17 21-Jun-17 0.0d
A16300 Cure Abut. A Approach Slab 5.0d 5.0d 22-Jun-17 28-Jun-17 5.0d
A16310 F/P Abut. B Approach Slab 5.0d 5.0d 22-Jun-17 28-Jun-17 0.0d
A16320 Cure Abut. B Approach Slab 5.0d 5.0d 29-Jun-17 06-Jul-17 0.0d
A15160 Install Barrier 5.0d 5.0d 07-Jul-17 13-Jul-17 0.0d
A15820 Strip Overhangs 5.0d 5.0d 14-Jul-17 20-Jul-17 0.0d
Phase IIPhase II 115.0d 115.0d 21-Jul-17 28-Dec-17 0.0d
RoadwayRoadway 115.0d 115.0d 21-Jul-17 28-Dec-17 0.0d
A15180 E/S Controls 5.0d 5.0d 21-Jul-17 27-Jul-17 27.0d
A15200 Rough Grade 10.0d 10.0d 28-Jul-17 10-Aug-17 27.0d
A15320 Drainage 7.0d 7.0d 11-Aug-17 21-Aug-17 27.0d
A15220 Soil Stabilization 8.0d 8.0d 22-Aug-17 31-Aug-17 27.0d
A15210 Fine Grade 5.0d 5.0d 01-Sep-17 08-Sep-17 27.0d
A15230 Underdrain 3.0d 3.0d 11-Sep-17 13-Sep-17 27.0d
A15240 Subbase 10.0d 10.0d 14-Sep-17 27-Sep-17 27.0d
A15260 BM 10.0d 10.0d 28-Sep-17 11-Oct-17 27.0d
A15270 IM 5.0d 5.0d 12-Oct-17 18-Oct-17 27.0d
A15280 SM 5.0d 5.0d 19-Oct-17 25-Oct-17 27.0d
A15290 Dress Shoulder 5.0d 5.0d 26-Oct-17 01-Nov-17 27.0d
A15310 Guardrail 5.0d 5.0d 26-Oct-17 01-Nov-17 29.0d
A15300 Seed 2.0d 2.0d 02-Nov-17 03-Nov-17 27.0d
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 OctNov
2016 2017 2018
Switch Traffic to Phase II
20-Jul-17, Bridge
Abut. A Excavation (All Phases)
Abut. B Excavation (All Phases)
Abut. A Foundations (All Phases)
Demo Overhangs
Abut. B Foundations (All Phases)
F/P Abut. A Footing (All Phases)
Cure Abut. A Footing (All Phases)
F/P Abut. B Footing (All Phases)
F/P Abut. A Stem
Cure Abut. A Stem
Cure Abut. B Footing (All Phases)
F/P Abut. B Stem
Backfill Abut. A Stem
F/P Abut. A Backwall
Cure Abut. B Stem
Cure Abut. A Backwall
Backfill Abut. B Stem
Backfill Abut. A Backwall
F/P Abut. B Backwall
Cure Abut. B Backwall
Backfill Abut. B Backwall
Erect Girders
F/P Deck
Cure Deck
F/P Abut. A Approach Slab
Cure Abut. A Approach Slab
F/P Abut. B Approach Slab
Cure Abut. B Approach Slab
Install Barrier
Strip Overhangs
28-Dec-17, Phase II
28-Dec-17, Roadway
E/S Controls
Rough Grade
Drainage
Soil Stabilization
Fine Grade
Underdrain
Subbase
BM
IM
SM
Dress Shoulder
Guardrail
Seed
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 4 of 6
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
A15330 Switch Traffic to Phase III 5.0d 5.0d 15-Dec-17 28-Dec-17 0.0d
BridgeBridge 107.0d 107.0d 21-Jul-17 21-Dec-17 3.0d
A15340 Demo SB Bridge 16.0d 16.0d 21-Jul-17 11-Aug-17 0.0d
A15830 F/P Abut. A Stem 8.0d 8.0d 14-Aug-17 23-Aug-17 0.0d
A15840 Cure Abut. A Stem 5.0d 5.0d 24-Aug-17 30-Aug-17 8.0d
A15890 F/P Abut. B Stem 8.0d 8.0d 24-Aug-17 05-Sep-17 0.0d
A15980 Erect Abut. A MSE Wall - Level 1 10.0d 10.0d 24-Aug-17 07-Sep-17 8.0d
A15970 Backfill Abut. A Stem 5.0d 5.0d 31-Aug-17 07-Sep-17 8.0d
A15900 Cure Abut. B Stem 5.0d 5.0d 06-Sep-17 12-Sep-17 0.0d
A15990 Erect Abut. B MSE Wall - Level 1 10.0d 10.0d 06-Sep-17 19-Sep-17 0.0d
A15850 F/P Abut. A Backwall 5.0d 5.0d 08-Sep-17 14-Sep-17 8.0d
A15940 Backfill Abut. B Stem 5.0d 5.0d 13-Sep-17 19-Sep-17 0.0d
A15860 Cure Abut. A Backwall 5.0d 5.0d 15-Sep-17 21-Sep-17 8.0d
A15910 F/P Abut. B Backwall 5.0d 5.0d 20-Sep-17 26-Sep-17 0.0d
A15870 Erect Abut. A MSE Wall - Level 2 5.0d 5.0d 22-Sep-17 28-Sep-17 8.0d
A15880 Backfill Abut. A Backwall 5.0d 5.0d 22-Sep-17 28-Sep-17 8.0d
A15920 Cure Abut. B Backwall 5.0d 5.0d 27-Sep-17 03-Oct-17 0.0d
A16000 Erect Abut. B MSE Wall - Level 2 5.0d 5.0d 04-Oct-17 10-Oct-17 0.0d
A16010 Backfill Abut. B Backwall 5.0d 5.0d 04-Oct-17 10-Oct-17 0.0d
A15370 Erect Girders 5.0d 5.0d 11-Oct-17 17-Oct-17 0.0d
A15380 F/P Deck 20.0d 20.0d 18-Oct-17 14-Nov-17 0.0d
A16020 Cure Deck 5.0d 5.0d 15-Nov-17 21-Nov-17 0.0d
A16330 F/P Abut. A Approach Slab 5.0d 5.0d 15-Nov-17 21-Nov-17 5.0d
A16340 Cure Abut. A Approach Slab 5.0d 5.0d 22-Nov-17 30-Nov-17 5.0d
A16350 F/P Abut. B Approach Slab 5.0d 5.0d 22-Nov-17 30-Nov-17 0.0d
A16360 Cure Abut. B Approach Slab 5.0d 5.0d 01-Dec-17 07-Dec-17 0.0d
A15390 Install Parapets 5.0d 5.0d 08-Dec-17 14-Dec-17 0.0d
A16030 Strip Overhang 5.0d 5.0d 15-Dec-17 21-Dec-17 3.0d
Phase IIIPhase III 127.0d 127.0d 29-Dec-17 25-Jun-18 0.0d
RoadwayRoadway 127.0d 127.0d 29-Dec-17 25-Jun-18 0.0d
A15460 E/S Controls 3.0d 3.0d 29-Dec-17 03-Jan-18 41.0d
A15470 Rough Grade 10.0d 10.0d 01-Mar-18 15-Mar-18 5.0d
A15590 Drainage 7.0d 7.0d 16-Mar-18 26-Mar-18 5.0d
A15490 Soil Stabilization 8.0d 8.0d 27-Mar-18 05-Apr-18 5.0d
A15480 Fine Grade 5.0d 5.0d 06-Apr-18 12-Apr-18 5.0d
A15500 Underdrain 3.0d 3.0d 13-Apr-18 17-Apr-18 5.0d
A15510 Subbase 10.0d 10.0d 18-Apr-18 01-May-18 5.0d
A15530 BM 10.0d 10.0d 02-May-18 15-May-18 5.0d
A15540 IM 5.0d 5.0d 16-May-18 22-May-18 5.0d
A15550 SM 5.0d 5.0d 23-May-18 30-May-18 5.0d
A15560 Dress Shoulder 5.0d 5.0d 31-May-18 06-Jun-18 5.0d
A15580 Guardrail 5.0d 5.0d 31-May-18 06-Jun-18 7.0d
A15570 Seed 2.0d 2.0d 07-Jun-18 08-Jun-18 5.0d
A15600 Switch Traffic to Phase IV 6.0d 6.0d 18-Jun-18 25-Jun-18 0.0d
BridgeBridge 114.0d 114.0d 29-Dec-17 15-Jun-18 0.0d
A15400 Demo NB Bridge 16.0d 16.0d 29-Dec-17 24-Jan-18 0.0d
A16050 F/P Abut. A Stem 8.0d 8.0d 25-Jan-18 06-Feb-18 0.0d
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 OctNov
2016 2017 2018
Switch Traffic to Phase III
21-Dec-17, Bridge
Demo SB Bridge
F/P Abut. A Stem
Cure Abut. A Stem
F/P Abut. B Stem
Erect Abut. A MSE Wall - Level 1
Backfill Abut. A Stem
Cure Abut. B Stem
Erect Abut. B MSE Wall - Level 1
F/P Abut. A Backwall
Backfill Abut. B Stem
Cure Abut. A Backwall
F/P Abut. B Backwall
Erect Abut. A MSE Wall - Level 2
Backfill Abut. A Backwall
Cure Abut. B Backwall
Erect Abut. B MSE Wall - Level 2
Backfill Abut. B Backwall
Erect Girders
F/P Deck
Cure Deck
F/P Abut. A Approach Slab
Cure Abut. A Approach Slab
F/P Abut. B Approach Slab
Cure Abut. B Approach Slab
Install Parapets
Strip Overhang
25-Jun-18, Phase III
25-Jun-18, Roadway
E/S Controls
Rough Grade
Drainage
Soil Stabilization
Fine Grade
Underdrain
Subbase
BM
IM
SM
Dress Shoulder
Guardrail
Seed
Switch Traffic to Phase IV
15-Jun-18, Bridge
Demo NB Bridge
F/P Abut. A Stem
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 5 of 6
Activity ID Activity Name OriginalDuration
RemainingDuration
Start Finish Total Float
A16060 Cure Abut. A Stem 5.0d 5.0d 07-Feb-18 13-Feb-18 8.0d
A16070 F/P Abut. B Stem 8.0d 8.0d 07-Feb-18 16-Feb-18 0.0d
A16080 Erect Abut. A MSE Wall - Level 1 10.0d 10.0d 07-Feb-18 21-Feb-18 8.0d
A16090 Backfill Abut. A Stem 5.0d 5.0d 14-Feb-18 21-Feb-18 8.0d
A16110 Cure Abut. B Stem 5.0d 5.0d 20-Feb-18 26-Feb-18 0.0d
A16120 Erect Abut. B MSE Wall - Level 1 10.0d 10.0d 20-Feb-18 05-Mar-18 0.0d
A16100 F/P Abut. A Backwall 5.0d 5.0d 22-Feb-18 28-Feb-18 8.0d
A16130 Backfill Abut. B Stem 5.0d 5.0d 27-Feb-18 05-Mar-18 0.0d
A16140 Cure Abut. A Backwall 5.0d 5.0d 01-Mar-18 07-Mar-18 8.0d
A16150 F/P Abut. B Backwall 5.0d 5.0d 06-Mar-18 13-Mar-18 0.0d
A16160 Erect Abut. A MSE Wall - Level 2 5.0d 5.0d 08-Mar-18 15-Mar-18 8.0d
A16170 Backfill Abut. A Backwall 5.0d 5.0d 08-Mar-18 15-Mar-18 8.0d
A16180 Cure Abut. B Backwall 5.0d 5.0d 14-Mar-18 20-Mar-18 0.0d
A16190 Erect Abut. B MSE Wall - Level 2 5.0d 5.0d 21-Mar-18 27-Mar-18 0.0d
A16200 Backfill Abut. B Backwall 5.0d 5.0d 21-Mar-18 27-Mar-18 0.0d
A16210 Erect Girders 5.0d 5.0d 28-Mar-18 03-Apr-18 0.0d
A16220 F/P Deck 22.0d 22.0d 04-Apr-18 03-May-18 0.0d
A16230 Cure Deck 5.0d 5.0d 04-May-18 10-May-18 15.0d
A16370 F/P Abut. A Approach Slab 5.0d 5.0d 04-May-18 10-May-18 0.0d
A16380 Cure Abut. A Approach Slab 5.0d 5.0d 11-May-18 17-May-18 0.0d
A16390 F/P Abut. B Approach Slab 5.0d 5.0d 18-May-18 24-May-18 0.0d
A16400 Cure Abut. B Approach Slab 5.0d 5.0d 25-May-18 01-Jun-18 0.0d
A16240 Install Parapets 5.0d 5.0d 04-Jun-18 08-Jun-18 0.0d
A16250 Strip Overhang 5.0d 5.0d 11-Jun-18 15-Jun-18 0.0d
Phase IVPhase IV 51.0d 51.0d 26-Jun-18 04-Sep-18 0.0d
RoadwayRoadway 51.0d 51.0d 26-Jun-18 04-Sep-18 0.0d
A16270 Rebuild Median 30.0d 30.0d 26-Jun-18 07-Aug-18 4.0d
A16410 Construct Median Barrier 25.0d 25.0d 11-Jul-18 14-Aug-18 4.0d
A6550 Permanent Signs 5.0d 5.0d 08-Aug-18 14-Aug-18 4.0d
A6580 Remove Remaining Barrier 5.0d 5.0d 15-Aug-18 21-Aug-18 4.0d
A6560 Guardrail Adjustments 5.0d 5.0d 21-Aug-18 27-Aug-18 0.0d
A6570 Final Pavement Markings 5.0d 5.0d 28-Aug-18 04-Sep-18 0.0d
BridgeBridge 39.0d 39.0d 26-Jun-18 20-Aug-18 0.0d
A15610 Demo Portion Exist. Structure 14.0d 14.0d 26-Jun-18 16-Jul-18 0.0d
A15620 F/P Deck 12.0d 12.0d 17-Jul-18 01-Aug-18 0.0d
A16260 Cure Deck 5.0d 5.0d 02-Aug-18 08-Aug-18 0.0d
A15630 Install Parapets 8.0d 8.0d 09-Aug-18 20-Aug-18 0.0d
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 OctNov
2016 2017 2018
Cure Abut. A Stem
F/P Abut. B Stem
Erect Abut. A MSE Wall - Level 1
Backfill Abut. A Stem
Cure Abut. B Stem
Erect Abut. B MSE Wall - Level 1
F/P Abut. A Backwall
Backfill Abut. B Stem
Cure Abut. A Backwall
F/P Abut. B Backwall
Erect Abut. A MSE Wall - Level 2
Backfill Abut. A Backwall
Cure Abut. B Backwall
Erect Abut. B MSE Wall - Level 2
Backfill Abut. B Backwall
Erect Girders
F/P Deck
Cure Deck
F/P Abut. A Approach Slab
Cure Abut. A Approach Slab
F/P Abut. B Approach Slab
Cure Abut. B Approach Slab
Install Parapets
Strip Overhang
04-Sep-18, Phase IV
04-Sep-18, Roadway
Rebuild Median
Construct Median Barrier
Permanent Signs
Remove Remaining Barrier
Guardrail Adjustments
Final Pavement Markings
20-Aug-18, Bridge
Demo Portion Exist. Structure
F/P Deck
Cure Deck
Install Parapets
C00107116DB85 I-81 Proposal Schedule Classic WBS Layout 05-Mar-16 17:59
Page 6 of 6
3290 N. Susquehanna TrailYork, PA 17406 T 717-764-8521 F 717-764-2799