proposal submittal letter of submittal and attachments ... · proposal submittal. 4.1 letter of...

68
Replacement of I-81 Structures 18942 & 18944 over Route 808 Halls Bottom Road and Sinking Creek From: 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, B676 Contract ID Number: C00107116DB85 Washington County, Virginia March 7, 2016 Volume I Proposal Submittal

Upload: phungkhanh

Post on 18-Jun-2019

251 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

Page 2: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

4.1 Letter of Submittal

Page 3: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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.

Page 4: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

Page 5: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

4.2 Attachments to the Letter of Submittal

Page 6: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │3

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.

Page 7: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │4

4.2

Attachments to the Letter of Submittal

No changes have

been made to the

Organizational

Chart

Page 8: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │5

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

Page 9: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │6

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.

Page 10: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │7

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.

Page 11: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │8

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.

Page 12: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │9

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.

Page 13: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │10

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.

Page 14: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │11

4.2

Attachments to the Letter of Submittal

Project Work Breakdown Structure

Page 15: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │12

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.

Page 16: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │13

4.2

Attachments to the Letter of Submittal

Critical Path Breakdown

Page 17: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │14

4.2

Attachments to the Letter of Submittal

Page 18: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │15

4.2

Attachments to the Letter of Submittal

Page 19: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │16

4.2

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.

Page 20: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │17

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

Page 21: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

RFP │18

4.2

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.

Page 22: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

AppendicesAppendices

Page 23: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

Page 24: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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;

Page 25: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

Page 26: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

Attachment 3.6 Form C-78-RFP

Page 27: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 28: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

Attachment 9.3.1 Proposal Payment Agreement

Page 29: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 30: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 31: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 32: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 33: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

Attachment 11.8.6 Debarment Forms (Primary and Lower Tier)

Page 34: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 35: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 36: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 37: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 38: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 39: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 40: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM
Page 41: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

3290 N. Susquehanna TrailYork, PA 17406 T 717-764-8521 F 717-764-2799

Page 42: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

Page 43: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

4.2.2Conceptual Roadway Plans

Page 44: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R1 of 12
munch
Typewritten Text
munch
Typewritten Text
Page 45: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R2 of 12
munch
Typewritten Text
Page 46: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R3 of 12
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 47: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R4 of 12
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 48: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R5 of 12
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 49: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R6 of 12
munch
Typewritten Text
munch
Typewritten Text
Page 50: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R7 of 12
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 51: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R8 of 12
munch
Typewritten Text
Page 52: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R9 of 12
munch
Typewritten Text
munch
Typewritten Text
Page 53: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R10 of 12
munch
Typewritten Text
Page 54: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R11 of 12
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 55: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
R12 of 12
munch
Typewritten Text
Page 56: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

4.2.3Conceptual Bridge Plans

Page 57: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
B1 of 4
munch
Typewritten Text
Page 58: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
munch
Typewritten Text
B2 of 4
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 59: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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"

munch
Typewritten Text
munch
Typewritten Text
B3 of 4
munch
Typewritten Text
munch
Typewritten Text
Page 60: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
munch
Typewritten Text
B4 of 4
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
munch
Typewritten Text
Page 61: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

4.2.4.1Proposal Schedule

Page 62: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
S1 of 6
munch
Typewritten Text
Page 63: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
munch
Typewritten Text
S2 of 6
munch
Typewritten Text
Page 64: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
S3 of 6
Page 65: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
S4 of 6
Page 66: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
S5 of 6
Page 67: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

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

munch
Typewritten Text
S6 of 6
munch
Typewritten Text
munch
Typewritten Text
Page 68: Proposal Submittal Letter of Submittal and Attachments ... · Proposal Submittal. 4.1 Letter of Submittal . March 7, 2016 ... The DM and the CM will support and report to the DBPM

3290 N. Susquehanna TrailYork, PA 17406 T 717-764-8521 F 717-764-2799