ORIGINAL VOLUME 1: Letter of Submittal and … · ATTACHMENT 4.0.1.1 Replacement of Structures 18942 and 18944 over Rte. 808 Halls Bottom Rd. and Sinking Creek LETTER OF SUBMITTAL

A Design-Build ProjectReplacement of I-81

Structures 18942 & 18944over Route 808 Halls Bottom

Road and Sinking Creek

Washington County, Virginia

March 7, 2016

State Project No.: 0081-095-038, P101, RW201, C501, B675, B676

Federal Project No.: IM-081-1(342)Contract ID Number: C00107116DB85

Submitted By:

In Conjunction With:

In Association With:

I-81 Over Maury River

Exis ng I-81 Structures



ORIGINALVOLUME 1:

Letter of Submittal and Attachments

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

i of ii

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 i-ii

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

Letter of Submittal NA Sections 4.1 Vol. 1: Pages 1-2

Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 Vol. 1: Pages 1-2

Offeror’s official representative information NA Section 4.1.1 Vol. 1: Page 1 Authorized representative’s original signature NA Section 4.1.1 Vol. 1: Page 2 Declaration of intent NA Section 4.1.2 Vol. 1: Page 1 120 day declaration yes Section 4.1.3 Vol. 1: Page 1 Point of Contact information yes Section 4.1.4 Vol. 1: Page 2 Principal Officer information NA Section 4.1.5 Vol. 1: Page 2 Final Completion Date NA Section 4.1.6 Vol. 1: Page 2 Proposal Payment Agreement or Waiver of Proposal Payment

Attachment 9.3.1 or 9.3.2 Section 4.1.7 Vol. 1:

Appendix 4.1.7

Certification Regarding Debarment Forms Attachment 11.8.6(a) Attachment 11.8.6(b) Section 4.1.8 Vol. 1:

Appendix 4.1.8 Written statement of percent DBE participation NA Section 4.1.9 Vol. 1: Page 2

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

ii of ii

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

Page Reference

Attachments to the Letter of Submittal NA Section 4.2 Vol. 1: Pages 3-12

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 Vol. 1: Page 3

Organizational chart with any updates since the SOQ submittal clearly identified NA Section 4.2.1 Vol. 1:

Page 9

Revised narrative when organizational chart includes updates since the SOQ submittal NA Section 4.2.1 Vol. 1:

Pages 3-8

Conceptual Roadway Plans – Plan View NA Section 4.2.2 Vol. 2: Page 15

Conceptual Roadway Plans – Typical Sections NA Section 4.2.2 Vol. 2: Page 14

Conceptual Bridge Plans – Plan View NA Section 4.2.3 Vol. 2: Page 18

Conceptual Bridge Plans – Transverse Section NA Section 4.2.3 Vol. 2: Pages 21-22

Conceptual Bridge Plans – Abutment/Pier Configuration NA Section 4.2.3 Vol. 2: Page 20

Proposal Schedule

NA Section 4.2.4 Vol. 1: Pages

10-12 Vol. 2: Pages

23-25 Proposal Schedule NA Section 4.2.4.1 Vol. 2: Pages

23-25 Proposal Schedule Narrative NA Section 4.2.4.2 Vol. 1: Pages

10-12 Proposal Schedule in electronic format (CD-ROM)

NA Section 4.2.4 Included with

Proposal Package

Letter of Submittal Attachment Page 3 Section 4.2.1 Organizational Chart and Narrative

Replacement of I-81 Structures 18942 & 18944 over Rte. 808 Halls Bottom Rd. and Sinking Creek

The organizational chart and Key Personnel proposed in the SOQ remains true and accurate for the Orders Design-Build Team. The following narrative and organizational chart describes the functional relationships of the team members and the clear “chain of command” to the DBPM. The departure of one of Orders Construction’s staff has necessitated a slight change to the team but as noted above this was not a Key Personnel on the team. The changes to the narrative and the organizational chart are highlighted in yellow. TEAM STRUCTURE

Orders Construction Company (Orders) will be responsible for managing the project in its entirety, supervising the construction, and performing major elements of the construction work. Additional subcontractors for various specialty items such as guardrail, signage, and pavement striping will be under direct subcontract to Orders. Whitman, Requardt & Associates, LLP (WRA) will lead the design effort for all aspects of the project and will be responsible for the design QA/QC. The Orders Team includes highly qualified subconsultants that bring specific expertise to enhance the team and ensure a quality project for VDOT. A complete list of team members follows and an organizational chart of the Team is included. Orders Construction Company, Inc. (Orders) - Offeror, Legal Entity, Lead Contractor Orders is a family-owned business now being managed by third- and fourth-generation highway contractors and Registered Professional Engineers. Orders was founded in 1964 as a general contractor specializing in bridge construction for West Virginia clients and has grown to become a widely diversified supplier of construction services to a broad range of clients from the Mid-Atlantic to the Midwest. Whitman, Requardt & Associates, LLP (WRA) – Lead Designer WRA is a full service architectural and engineering firm that was founded over 100 years ago primarily serving state and local governments in the Mid-Atlantic region of the United States. WRA will serve as the Lead Designer for this project and will be responsible for the design QA/QC as well as managing survey work performed by our survey subconsultant. WRA has been performing work for state and local governments in Virginia for over 65 years and has extensive experience with Design-Build projects for VDOT. Subconsultants The Orders/WRA Team is comprised of highly qualified individuals and subconsultants extremely knowledgeable in VDOT policies and procedures and experienced with similar VDOT Design-Build projects. The following team of subconsultants has been carefully selected based on their relevant past experience and established working history of project success with VDOT, Orders Construction, and/or WRA: A. Morton Thomas & Associates, Inc. (AMT) will provide the Quality Assurance Management and Inspection for the Orders Team. For nearly 60 years, AMT has been a respected provider of transportation design and construction phase expertise in Virginia, including Design-Build projects. ECS-Mid-Atlantic, LLC (ECS) will provide QC Testing & Lab Services for the Orders Team. Founded in 1988, ECS has a staff of over 600 employees in the Mid-Atlantic region and is currently working on three Design-Build projects across the Commonwealth. Schnabel Engineering Consultants, Inc. (SE) will provide a Quality Assurance Lab for the Orders Team. Schnabel’s in-house soil, materials, and asphalt laboratories are accredited by AASHTO Materials Reference Laboratory (AMRL) and the US Army Corps of Engineers (USACE) in their Richmond, Blacksburg, and Newport News offices.



H&B Surveying and Mapping, LLC (H&B) a Virginia-Certified, DBE/WBE (Woman-Owned Business) founded in 2009 will provide Surveying and Subsurface Utility Locating for the Orders Team. Since 2010, H&B Surveying and Mapping, LLC has teamed with WRA to provide surveying services on over 75 projects throughout Virginia including VDOT Design-Build projects including Walney Road Bridge and Road Widening in Fairfax County and Fall Hill Avenue Bridge Reconstruction and Widening project in the Fredericksburg, VA. H&B is currently contracted with WRA on 9 On-Call Contracts with VDOT, the City of Richmond, the Town of Blacksburg, and Montgomery and Chesterfield Counties. KEY PERSONNEL

Key personnel Resume Forms were included in Attachment 3.3.1 located in Appendix C of the SOQ. A brief summary of key personnel is described below, and more detailed project experience for each are listed on the Resume Forms.

Design‐Build Project Manager – Charlie Stokes (Orders – 42 years of experience) Charlie Stokes (DBPM) Will serve as the project’s DBPM and will have ultimate responsibility for the project delivery. He has been constructing VDOT roads and bridges for 42 years, and has served as Project Manager on numerous VDOT projects, including DBPM on the Route 60 Main Street Bridge Replacement (Design-Build) in Clifton Forge, VA; the DBPM on the Wolf Creek Bridge Replacement (Design-Build) in Giles County; PM on the Route 419 and East Main Street Interchange Bridge, Salem, VA; and PM on the Route 23/Kane Avenue in Gate City, VA. Throughout his career Charlie has excelled in bringing large transportation projects to completion on time and within budget from projects on the Capital Beltway to structures over South Holston Lake in Washington County and the Flannagan Reservoir in Dickenson County. Quality Assurance Manager – Chad McMurray, PE, PMP, CCM, DBIA (AMT - 21 years of experience) Chad McMurray (QAM) will report directly to the DBPM and will have direct, independent access to VDOT. Chad has performed this role previously on the $90 million Route 460 Connector Phase I Design-Build roadway and bridge project in the Bristol District. As the QAM, Chad will be responsible for the Quality Assurance program and will coordinate with VDOT, supervise project QA inspection staff, and coordinate with the QA testing firm, Schnabel Engineering, Inc. Through this effort he will ensure conformance with the Contract Documents including the Approved for Construction plans and specifications. Chad will have overall responsibility for the development of and adherence to the Design-Build QA/QC Plan including coordination with the Design QA/QC Manager, Mark Vasco, PE. Chad will serve as a direct report to the DBPM but will function independently from the Construction QC Manager, auditing and monitoring Orders Construction Quality Control Program. He will have the authority to stop construction activities to ensure compliance with the specifications and issue Non-Compliance Reports (NCRs) if necessary. In addition, Chad will submit monthly written reports on the status of the QA Program to both VDOT and the Orders Design-Build Team. Design Manager – Michael Russell, PE (WRA – 27 years of experience) Michael Russell (DM) will also report directly to the DBPM. Mike has 27 years of experience designing and managing transportation projects and programs for VDOT. He is currently the Design Project Manager on the I-81 New River Bridge Replacement project in the Salem District which has similar traffic, MOT, and geological constraints that will be encountered on this project. He will be responsible for providing a quality product, meeting all design milestones, continual Design-Build Team coordination and ensuring the Design QA/QC Manager’s involvement throughout the design phase. Mike is responsible for ensuring all design work is performed in accordance with current VDOT Policies, Procedures and Guidelines. He will manage all aspects of design including but not limited to roadway; structural; hydraulic; traffic; MOT; environmental; and



geotechnical. He will assign resources as needed; oversee the design subconsultant for survey; coordinate design and review schedules; develop and implement corrective measures if necessary; and ensure environmental compliance measures are integrated into the design. He will coordinate the design and construction with the Environmental Permitting Coordinator, Taylor Sprenkle, to ensure all commitments are achieved by the project. Mike will maintain involvement in the project once construction begins to oversee any plan modifications and shop drawings, and review construction activities with the CM as work progresses. Construction Manager – Kevin Conner (Orders – 32 years of experience) Kevin Conner (CM) will also report to the DBPM and be responsible for overseeing the project site for the duration of construction. He will be responsible for managing the overall construction process, including all construction quality control activities. Kevin has over 32 years of experience and has been employed with Orders for 11 years. He is responsible for successfully completing numerous roadway and bridge projects for VDOT and WVDOH, including working with Project Manager Charlie Stokes on VDOT’s Design-Build Route 60 Main Street Bridge Replacement project in Clifton Forge and the I-81 Maury River Bridge Replacement project in Rockbridge County (designed by WRA). Kevin currently holds a Virginia DEQ Responsible Land Disturber Certification (RLD) #RLD02695 and a VDOT Erosion and Sediment Control Contractor Certification (ESCCC) #1559C. Kevin will also serve as the project’s Construction Environmental Manager. ORGANIZATIONAL CHART

The Orders Design-Build Team Organizational Chart on Page 7 identifies key personnel members and depicts the reporting structure of the Team. Solid lines identify the direct lines of reporting relationships of our team members from the DBPM to the Design, Construction and QA team. Dashed lines represent indirect reporting relationships and obligations to the DBPM and the team members. Furthermore, the reporting structure for the Quality Assurance shows a clear separation between the Construction Quality Control Inspection and field/laboratory testing duties.

As a continuation of the functional relationships for Key Personnel described above, the following narrative further defines the roles and functional relationships of the additional team members. Each of these team members were carefully chosen based on their extensive experience and well-established working relationships on previous projects.

Safety Manager Safety Manager: Jeff Dixon, CSP reports to the CM and serves as the Company Safety Director for Orders Construction. Jeff ensures all projects are operating safely and in accordance with OSHA regulations. Jeff is a Certified Safety Professional and has been working with Orders Construction for 10 years. Jeff is responsible for safety training to all Orders employees, ensuring they have all the required personal protective equipment. Jeff is also in charge of all pre-employment training and certifications, and compliance with all job-specific safety plans.

Design Structural/Bridge Engineer: Jeremy Schlussel, PE reports to the DM and will be in charge of structural engineering for the project including the I-81 Bridges and associated retaining walls. Jeremy has extensive experience designing bridge projects for VDOT including the I-81 New River Bridges in the Salem District and the I-81 Maury River and Buffalo Creek bridge replacement projects in the Staunton District. Jeremy serves as Structure Design lead for all of WRA’s VDOT Design-Build projects as well as managing over 200 bridge improvement tasks for VDOT’s Structure and Bridge Division under On-Call contracts over the last 10



years. He will lead production efforts for all structural engineering designs including plans, estimates and specifications for the project. Jeremy will also review structural shop drawings and assist the DBPM, CM and DM during construction. Roadway Engineer: Brad Stipes, PE has 27 years of experience will report to the DM and lead the roadway design efforts for the project. He is currently serving as the lead designer on the I-81 Bridge Replacement Project over the New River, a $98 million project in the Salem District. He has extensive working relationships with the Location & Design Staff in the Bristol District having worked on numerous Bristol District projects for more than 20 years, including WRA’s current Statewide On-Call design contract. Brad has worked on numerous highway and roadway projects and understands VDOT policies and procedures, particularly as they relate to interstate projects.

Geotechnical Engineer: Jeff Basford, PE has over 15 years of experience in subsurface explorations, geotechnical analysis, design of pavement sections and shallow and deep foundations, slope stability analysis, concrete and geosynthetic reinforced earth retaining structures, and in-situ testing and verification during construction. Jeff is currently the Lead Geotechnical Engineer on the I-81 New River Bridge Replacement project in the Salem District, and was the Lead Geotechnical Engineer on both the I-81 Maury River and Buffalo Creek Bridge Replacement projects in the Staunton District. He has also been involved on numerous Design-Build projects for WRA in Virginia and Maryland. Jeff has a complete understanding of the VDOT Manual of Instruction, Chapter 3. Jeff will report to the DM and collaborate with the Structural Design Engineer and CM.

MOT/Traffic Engineer: Dana Trone, PE, PTOE Dana has over 19 years of experience in traffic engineering including development of transportation management plans (TMP); MOT design; lighting; signing; ITS; and pavement marking plans. Dana has developed several TMPs for bridges with construction on and over interstates in Virginia, including numerous Design-Build projects. She is extensively familiar with the Traffic Engineering Handbook, MUTCD, Highway Safety Design Manual and Virginia Work Area Protection Manual. Dana will report to the DM, Mike Russell and collaborate with the Construction MOT Manager, Steve McKee.

Drainage/Hydraulics Engineer: David Gertz, PE will report to the DM and lead the design efforts for drainage and SWM. David has over 36 years of experience in roadway drainage design and stormwater management, and has designed numerous projects for VDOT utilizing the new Virginia stormwater regulations that took effect in July 2014. David has worked on VDOT projects as the Lead Drainage/Hydraulics Engineer continuously for the last 25 years. He most recently served as Lead Drainage/Hydraulics Engineer for the Berkmar Extension section of VDOT’s Route 29 Solutions Design-Build project in Albemarle County.

Environmental Permitting: Taylor Sprenkle will report to the DM and secure all environmental permits needed for the project. Taylor has over 12 years of experience with environmental reviews and permitting required for transportation projects including the I-81 Truck Climbing Lanes in Montgomery County and the 17-mile Route 460 project in the City of Suffolk and Isle of Wight County. Taylor will work closely with the Construction Environmental Manager, Kevin Conner, to ensure all permit requirements are fulfilled.

Utility Design Engineer: Gary Fern, PE has 35 years of experience in utility designs/relocations and has worked on numerous VDOT On-Call Utility Design contracts as well as On-Call contracts for Virginia localities and public service authorities. He is currently responsible for the utility relocation design for the entire Route 29 Solutions Design-Build project. Gary will report to the DM, Mike Russell, and will interact closely with the CM, Kevin Conner, as necessary.



Erosion and Sediment Control Reviewer: Glenn Wilson has 18 years of experience in E&S Control design and other water resources engineering services for transportation projects. He is thoroughly familiar with the water quality requirements of USACE, DCR, VDOT’s Drainage Manual, Virginia’s SWM Handbook, Virginia E&S Control Handbook and related VDOT IIM’s. He is a certified DCR Combined Administrator (Certificate #684). Glenn will report to the DM and collaborate with the Construction Environmental Manager.

Design QA/QC Design QA/QC Manager, Mark Vasco, PE will report to the DM. Mark will coordinate with the QAM to integrate the Design QA/QC plan into the Design-Build Project QA/QC plan and will ensure that all design quality control procedures are completed in accordance with that plan. He will verify that QC and interdisciplinary reviews, including comment resolution, are made prior to submissions. Mark has more than 32 years of experience in the design of transportation projects with extensive experience in both highway and maintenance of traffic designs, and has extensive experience with VDOT Design Manuals; IIMs; design standards; and VDOT/AASHTO criteria. Mark recently served as the Design QA/QC Manager on the Fall Hill Ave. & Mary Washington Blvd. Extension Design-Build project. Construction QC Construction QC Manager (CQC): Steve Short has over 21 years of experience managing QC activities on various construction projects across Virginia including the Route 35 Bridge Replacement Design-Build project in Courtland, and provided QA inspection services for VDOT’s Route 61 Bridge over the New River Design-Build project in Narrows. He will report to the CM and will be responsible for managing all QC work for Orders, including coordinating the ECS’s QC testing lab and testing technicians. Steve is extensively knowledgeable in all of VDOT Construction requirements, specifications, and testing methods and will coordinate with the QAM and the DBPM on the QC components of the project. Construction Project Controls/DBE Compliance: Cheri George will report to the DBPM and currently serves as the Office Manager for the Virginia office of Orders Construction. Cheri oversees day to day project controls and DBE compliance for all projects in Virginia. Cheri has a history of 25 years in this capacity. Grading/Roadway Superintendent, Construction MOT Manager: Steve McKee will report to the CM and will be responsible for all phases of on-site roadway construction, including personnel supervision, job site safety, and subcontractor management. Steve possesses current ESCCC, Intermediate Work Zone Traffic Control, and ACI Concrete certifications. Steve has worked on the VDOT’s Route 60 Main St. Bridge Design-Build project in Clifton Forge, Virginia and the Route 250 Bridge Replacement project in Highland County. Design/Construction Coordinator and Public Relations Manager, &: Adam Sauders, will assist the DBPM and the CM by combining these roles. Adam will be responsible for coordinating project reviews during design and processing RFIs during construction. He will assist the DBPM with the initial schedule development and ongoing updates. He will also serve as Public Relations Manager and interface closely with the Bristol District Public Affairs section and the SWRO-TOC. The Orders Design-Build Team was carefully assembled based on each firm’s intimate knowledge of the site, existing working relationships internally and with VDOT, and their specific expertise to manage the project risks. The WRA design team has worked together extensively on major I-81 bridge replacement projects successfully managing very similar risks to those on this project including extensive MOT and geotechnical constraints. The risk management plan is developed to adapt quickly with mitigation and contingency plans in place prior to construction beginning. Partnering during construction ensures issues are quickly resolved



with minimal impact to project schedule. The Orders DB Team relationships forged on previous similar interstate projects such as the I-81 Maury River Bridge Replacement Project and the I-64 Maury River Bridge project are being leveraged to present a Team to VDOT with a proven track record of effectively managing and delivering Design-Build projects for the Department. These examples of corporate partnership combined with the professional relationship enjoyed by Charlie Stokes, the DBPM and Mike Russell, the DM that dates back to the early 1990’s, further illustrates the mutual respect and ability to partner that the team members have firmly in place. The Orders Design-Build Team has fully embraced the Design-Build program that has evolved over the past several years with VDOT and is a proven leader in the Design-Build arena in Virginia.

Letter of Submittal and Attachments Page 9 Section 4.2.1 Organizational Chart and Narrative


ORGANIZATIONAL CHART

Letter of Submittal Attachment Page 10 Section 4.2.4.2 Schedule Narrative


PROPOSAL SCHEDULE NARRATIVE The Orders Construction team has developed a Proposal Schedule Narrative that describes our plan to execute the work in accordance with the Contract Documents. The narrative also provides a description and explanation of the Critical Path and assumptions relative to productivity and critical activities. Project Milestones

Key Milestone Milestone Date CTB Approval/Notice of Award March 25, 2016 DB Contract Execution April 20, 2016 Notice to Proceed May 24, 2016 Scope Validation Period Complete September 20, 2016 Begin Construction Activities August 4, 2016 Final Completion September 4, 2018

Work Breakdown Structure The Work Breakdown Structure (WBS) is a multi-level, hierarchical arrangement of the work to be performed on the project. The Orders Construction Team has laid out the WBS to enable identification of design and construction phases of the project. Design is broken down into various components such as Geotechnical, Survey, Permitting, 60% Design, Final Design, etc. Construction is subdivided into median work, north bound bridge work, south bound bridge work, and final pavement. Additionally, an activity coding structure will be utilized in the project schedule to facilitate the organization of the CPM schedule data output in respective disciplines. Calendars

Calendar Non-Work Period 7 Day Calendar Standard 5 day work week with holidays Standard Construction Calendar w/ weather and holidays

Paving Calendar November 20 – March 19 The Orders Construction Team’s approach to adverse weather differs depending on the type of work being performed. Project durations are based on working five 10-hour days with 4 weather impacted days per month for construction activities. Paving is restricted based on anticipated acceptable temperatures for asphalt placement. Admin and Design activities occur on a 5 day work week taking into consideration VDOT holidays. This approach for construction activities yields 48 weather days per year excluding paving operations. Since most bridge activities can continue immediately after impacting weather ceases, Orders has found that anticipating 4 weather days per month is a good average for most projects. In addition, Saturdays will be utilized as make-up days should weather impacts exceed the expected. Plan and Strategy Design will begin immediately upon notice of intent to award. The design phase includes investigative activities such as supplemental field surveys, geotechnical borings and laboratory analysis, and scope validation. Preparation of roadway and bridge plans including preliminary engineering, final plan development, hydrologic and hydraulic analysis, drainage and stormwater management design, development



of the Transportation Management Plan, and an Advance Work Package. The schedule includes time for VDOT review and approval of plans and reports and the release for construction plans. Other activities performed in the design phase include environmental permitting, utility delineation and coordination, and meeting with the Board of Supervisors for Halls Bottom Road closure. Upon receipt of the notice to proceed, the design and construction teams will work on scope validation in conjunction with VDOT. During this time frame, field work and initial coordination of construction permits will begin. These permits include the VSMP permit, Water Quality Permit, and FAA approval. Development of final construction documents will begin at that after 60% plans have been reviewed by VDOT. At this point, the final details will be included in the documentation for each permit and the construction permits will be obtained. There will be an Advance Work Package developed for the project that will allow the Team to begin working on the grading of the median for the temporary traffic shifts. Once this Advance Work Package has been reviewed by VDOT with the 60% plans, construction operations will commence, which begins with mobilization, initial MOT, and initial E&S. The Team will then begin work on modifications required to the median to allow the temporary shift of traffic that will be utilized at different times by both north bound and south bound traffic as each of those respective bridges are constructed in sequence. Upon issuance of the RFC Bridge Plans, the Team will begin constructing the median bridge that will be required for the temporary shift of traffic to the median for the NB and SB bridge construction. Upon completion of that median bridge and grading work, the NB traffic will be switched to the median while the existing NB bridge is demolished and the new bridge is constructed. Grading, drainage, and paving work for the NB lanes will take place concurrently and will be paved through the intermediate course. NB traffic will then be switched back to the new NB bridge and lanes and SB traffic will be shifted to the median for SB bridge demolition an construction. Grading, drainage, and paving through the intermediate course for the SB lanes will occur concurrent to SB bridge construction. Upon completion of the SB bridge, SB traffic will be returned to current traffic patterns and final paving and pavement marking will take place for both NB and SB lanes. The Team will then perform final clean-up and punch list activities, demolish the temporary median work that had been used for NB and SB traffic shifts, and then demobilize. Critical Path The critical path of the project is shown on the included schedule. It includes various pre-construction activities and then is generally controlled by the various bridge construction activities ending with the final paving and pavement markings, clean-up and demolition of the temporary median work and finally demobilization. Schedule Management The Orders Construction Team will coordinate the scope of all project related activities to establish a timely critical path method (CPM) job schedule that will help ensure on-time completion and identify potential risks. Project controls will be centralized in the local project office. The Design-Build Project Manager is responsible for the implementation of the project controls system. Upon award of the contract, the Team will plan and schedule the entire project based on the conceptual design drawings. To control time spent on activities, we will develop a detailed, time-phased CPM project schedule, prepared with timelines outlined within the scope of work.



The schedule will identify the necessary procurement and construction activities for each phase of the project. Various calendars will be incorporated into the project schedule to reflect holidays, seasonal work, owner requirements, etc. The activities within the CPM schedule will be organized according to a WBS that has been developed for the project. An Activity Coding Structure will be used in the project schedule to organize data output. The project schedule will be the tool used for coordination of activities and crews. Schedule updates will also be used by the DB Project Manager to review progress, identify areas of potential concern, and coordinate efforts of team members. Detailed schedules are used to plan and monitor specific items of work and will be prepared as necessary to deal with individual work packages and activities as needed. As work progresses, start dates, finish dates, percent complete, and remaining durations will be updated to report progress of each work activity. The Team will update the schedule on a monthly basis, review the results internally and with the Owner, and prepare the required reports for submission. When changes or unforeseen conditions arise that impact the project schedule, the Team will immediately notify VDOT and begin incorporating changes into the “living” CPM schedule. If changes to any activity or phase in the schedule results in schedule impacts, the DB Project Manager will develop a detailed Schedule Impact Analysis for submission and review by VDOT. The Team will utilize the schedule to monitor project progress and implement recovery measures when needed to keep the project on track. The Orders Construction Team is committed to meeting or improving upon the proposed schedule to better serve VDOT, the stakeholders, and the traveling public. The Orders Team has developed a Proposal Schedule and Narrative that demonstrates our understanding of the project and the interrelationships of all project elements. It takes into account internal plan reviews, VDOT plan reviews and approvals, environmental permitting, fabrication time, and construction activities in accordance with the requirements of the RFP.



March 7, 2016 ORIGINAL

VOLUME 2: Roadway and BridgeDesign Concept Plans and Proposal Schedule

I-81 Over Maury River



Exis ng I-81 Structures A Design-Build ProjectReplacement of I-81

Structures 18942 & 18944Over Route 808 Halls Bottom Road and Sinking Creek

Washington County, VirginiaState Project No.: 0081-095-038, P101, RW201, C501, B675, B676




Submitted By:

TO: BRISTOL, VA TO: ABINGDON, VA

RTE. I-81 NB

RTE. I-81 SB

(RTE. 808)

HALLS

BOTT

OM

RO

AD

SINKIN

G CREEK

135

100

105

11511

0 120

125 130

RTE. I-81 SB

RTE. I-81 NB

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

111+89.8

9

ST

ATIO

N

125+3

8.8

4

ST

ATIO

N

PROJECT 0081-096-038, P101, C501

118+4

8.9

1

ST

ATIO

N

120+2

7.7

7

ST

ATIO

N

B675, B676

PROJECT 0081-096-038,

1348.95

1348.95

1348.95

178.86

178.86

0.034

0.034

0.255

0.255

0.255

1170.09

1170.09

1170.09 0.221

0.221

0.221

4PLAN SHEET (FUTURE WIDENING)3APROFILE SHEET3PLAN SHEET2ATYPICAL SECTIONS1TITLE SHEET

INDEX OF SHEETS

ADT (2012)

ADT (2041)

V (MPH)

REVISED

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

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

CONVENTIONAL SIGNS

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

SCALE

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

1

WHERE OTHERWISE NOTED.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

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

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

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

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

PROJECT

NO.

TIER 2 PROJECT

AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

PDF VERSION OF THE PLAN ASSEMBLY.

DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD

SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC

AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL

FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY,

INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL

CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC

FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

APPROVED FOR CONSTRUCTION

DATE

PROJECT SHEET NO.

VIRGINIA

SIC SEMPER TYRANNIS

SHEET

NO.

3/4/2016

D107116001.dgn

Plotted By: awarren

11:35:01 AM

N:\DB45016\CADD\D107116001.dgn

1

CHIEF ENGINEER

PR

OJE

CT

MA

NA

GE

R

SU

RV

EY

ED

BY,

DA

TE

DE

SIG

N

BY

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY


PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

VIRGINIA

SIC SEMPER TYRANNIS

COMMONWEALTH OF VIRGINIA

DATE

RECOMMENDED FOR APPROVAL

DATE

DATE

VDOT PROJECT MANAGER

(DESIGN-BUILD FIRM) PROJECT MANAGER

DATE (DESIGN-BUILD FIRM) DESIGN MANAGER

FOR CONSTRUCTION

OR PPTA PROGRAM MANAGER

VDOT DISTRICT CONSTRUCTION ENGINEER

DATE

APPROVED FOR RIGHT OF WAY ACQUISITION

DATE

RECOMMENDED FOR APPROVAL

DATE

DATE

VDOT PROJECT MANAGER

(DESIGN-BUILD FIRM) PROJECT MANAGER

DATE (DESIGN-BUILD FIRM) DESIGN MANAGER

FOR RIGHT OF WAY ACQUISITION

DATE

CHIEF ENGINEER

CHIEF OF POLICY

OR PPTA PROGRAM MANAGER

VDOT DISTRICT CONSTRUCTION ENGINEER

0

Copyright 2015, Commonwealth of Virginia

SU

BS

UR

FA

CE

UTILIT

Y

BY,

DA

TE

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11 ULS, EXCEPT

81

200' 400'

Population WASHINGTON COUNTY 54,876 (2010 Census)

0081-095-038

P101

C501

RW201

B675

B676

IM-081-1(342)

IM-081-1(342)

IM-081-1(342)

IM-081-1(342)

IM-081-1(342)

107116

107116

107116

107116

107116

PENG

ROWA

1000

XXXX

XXXX

TO: 1.83 MILES SOUTHWEST OF RTE. 611 SPRING CREEK RD.

FROM: 0.94 MILES NORTHEAST OF RTE. F310

CREEK RD.

TO: 1.83 MILES SOUTHWEST OF RTE. 611 SPRING

FROM: 0.94 MILES NORTHEAST OF RTE. F310

BOTTOM ROAD (RTE. 808)

BRIDGES CARRYING RTE I-81 OVER HALLS

PREL. ENG.

BRIDGE

BRIDGE

R/W

CONSTR.

Project Lengths are based on Rte. I-81 Construction Baseline.

Fr: 0.94 MILES NORTHEAST OF RTE. F310

To: 1.83 MILES SOUTHWEST OF RTE. 611 SPRING CREEK RD.

46,066

72,000

DHV (2041) 7,200

75 MPH

22%

50%

RURAL PRINCIPAL ARTERIAL (GS-1)

GEOPAK Computer Identification No. 107116

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING

DESIGN-BUILD PROJECT

OVER RTE. 808 (HALLS BOTTOM RD.) AND SINKING CREEK

REPLACEMENT OF I-81 STRUCTURES 18942 & 18944

WASHINGTON COUNTY

John Sproles, V

DO

T

Whit

man, R

equardt, &

Associates

FOR INDEX OF SHEETS SEE THIS SHEET

P101

0081-095-038

0081-095-038

73.71'

46.06'

3

Page 13

0

SCALE

5' 10'

Point of Finished Grade

12'

75 MPH

30' Clear Zone

75 MPH

30' Clear Zone

Point of Finished Grade

Point of Finished GradePoint of Finished Grade

12' 6'

4' Paved

12' 12'6' 12' Paved

4' Paved

75 MPH

30' Clear Zone

75 MPH

30' Clear Zone

I-81 over Halls Bottom Road (Southbound)

I-81 over Halls Bottom Road (Northbound)

LProp. Rte. I-81 SB Constr. B

LProp. Rte. I-81 NB Constr. B

Rural Principal Arterial (Freeway) - 75 MPH Design Speed - VDOT Standard GS-1

Rural Principal Arterial (Freeway) - 75 MPH Design Speed - VDOT Standard GS-1

See Inset 'B'

See Inset 'B'

Approx. Rte. I-81 Constr. BL

(I-81 BUILD)

TYPICAL SECTIONS

Std. GS-11Std. GS-11

Std. GS-11Std. GS-11

12' Paved Shoulder

Varies

Varies

6:1

2'

GR-2A

3.1%3.1%

Sta. 218+54.31 to Sta. 219+94.26

Note: Bridge NBL Construction BL

Sta. 318+83.40 to Sta. 220+22.00

Note: Bridge SBL Construction BL

2'

LApprox. Rte. I-81 Constr. B

6:1

Northbound Section Shows Typical Condition without Guardrail

Southbound Section Shows Typical Condition with Guardrail

Station 320+22.00 to Station 322+58.81


Northbound Section Shows Typical Condition without Guardrail

Southbound Section Shows Typical Condition with Guardrail



3.1%3.1%






2:1 (S

EE NOT

E 3)

123

4

Mainline Shoulder

2" Asphalt Concrete Surface Course, Type SM-12.5E @ 220 LBS/SY1

4

3

2

5

10" Asphalt Concrete Base Course, Type BM-25.0A

2" Asphalt Concrete Intermediate Course, Type IM-19.0E @ 230 LBS/SY

12" Aggregate Material #1

5

Inset 'B'

and profile sheets for details of superelevation transitions.

4. Maximum superelevation of 3.1% shown on typicals; see plan

reinforcement.

Sta. 217+93 (Northbound) will have a slope of 1.5:1 with geogrid

3. Sta. 315+00 to Sta. 318+53 (Southbound) and Sta. 216+00 to

2. Benching required at sliver fill locations.

typical section to match the proposed bridge.

1. The I-81 Build typical section will transition to the I-81 Future

NOTES:

12" + 2" Aggregate Base Material, Type 1, No. 21B.

6:1

GR-2

plastic/elastic embankment soils shall be required.

NOTE: Subgrade preparation and reworking of the upper 2 ft of the existing

2A

2A

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

3/4/2016

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

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

awarren

View:

Printer:

Creator:

P101, RW201, C501

81Whitman, Requardt, & Associates

Mike Russell, P.E.

John Sproles, VDOT

0081-095-038

0081-095-038

Page 14

DB638 PG696

13.78 AC.

Tax# 143-A-25

PB32 PG60

PB55 PG30

1.43 AC.

Tax# 143-A-7

PB55 PG30

1.43 AC.

Tax# 143-A-7

PB55 PG30

1.43 AC.

Tax# 143-A-7

ELSHAMLY ABDELFATTAH

FELECIA ABDELFATTAH

W/

Guy

138 6

BV

U #954-

Power Pole

#7

Tele. Pole

WV

T

#AP-1901 14

65-8

Tele. Ped.

WV

Valve

Blow

off

ValveBlo

woff

183.6

8'

RT

+80.6

4IR

F

183.7

0'

RT

+78.7

2IR

F

183.9

6'

RT

+63.9

5IR

F

46.9

1' RT

+45.8

6V

DH

Mon.

10.95' RT

+85.47

VD

H

Mon.

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)

(D)(E)

(F)

Inv. Out = 1926.54'

Inv. In = 1928.62'

In Pl. 64.5' Of 30" Conc. P

ipe

In Pl. F

ES

15" RCP

Conc.

Ditch

Rip Rap

Sig

n

Sig

n

Mixed Medium Hardwoods

Metal Guardrail

Metal Guardrail

Metal Guardrail

Metal Guardrail

Interstate 81 SBL (Asphalt)

Interstate 81 NBL (Asphalt)



Brush

Conc. Ditch

Conc. Ditch

Rte. 808

Halls B

otto

m Rd. (Asp

halt)

Rte. 8

08 Halls Botto

m

Rd. (

Asphalt)

Gate

Metal Guardrail

Metal Guardrail

Conc.

Conc.

Sinking Creek

Sin

kin

g Creek

Sinking Cree

k

Sin

kin

g Creek

Sig

n

Hardwoods

Mixed Medium

Hardwoods

Mixed Medium

36"

Waln

ut

24"

Waln

ut

12"

Waln

ut

10" T

win

Waln

ut

Asphalt

Shed

Brush

Grass

Conc. Ditch

Conc. Ditch

Conc. Ditch

Brush

Grass Median

Brus

h

Mixe

d Me

dium

Hard

woods

Metal Guardrail

Metal Guardrail

Metal Guardrail (2)

Metal Guardrail

F-022 Singingwood Lan

e (Asphalt)

F-022 Singing

wood

Lane (

Asphalt)

Rte. 1010

Hedgerow

Hill (

Asphalt)

Grass Median

Brush

Brush

Conc. Ditc

h

and BrushMixed Small Hardwoods

Brush

Conc. Ditch

Conc. Ditch

Sig

n

Sig

n

Sig

n

Metal

Guardrail

Brush

Mixed Medium Hardwoods Brush

Grass Median

4' Wire Fence

Metal Guardrail

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Conc. Ditch

Sig

n

4' Wire Fence

4' Wire F

ence

Metal Guardrail

Metal Guardrail

Conc. Ditch

Brush

4' Wire Fence

4' Wire

Fence

4' B

arbed

Wire F

ence

And BrushMixed Medium Hardwoods

And BrushMixed Me

dium Hardwoods

And BrushMixed Me

dium Hardwoods

4' Wire Fence

4' Wire Fence

Wire F

ence

4' Bar

bed

4' B

arbed

Wire

Fence

Gravel

4' Bar

bed

Wire

Fence

Conc. Ditc

h


And Brush


Grass

Conc. Ditch


4' Barbed Wire Fence

4' Barbed

Wire Fenc

e

Sign

Conc.

Spring

and Brush

Mixed S

mall Har

dwoods

Metal Guardrail

4'

Wire Fence

Gravel

Grass

Grass

4' Wire Fence

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

Spring


4' Wire Fence

Sig

n

Post

Post

Sign

Asphalt Shoulder

DeckBridgeConc.

DeckBridgeConc.

SignSign

26" Maple

Sign

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. Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

Con

c.

Conc.

92.83' LT

+28.68

VDH

Mon.

Sinking Creek

Stream Tra

verse

Creek

Conc. Wingwall

Conc. WingwallConc. Wingwall

Conc.

Win

gwall

Conc.

Win

gwall

Conc.

Win

gwall

ProtectionSlope Conc.




Conc. Slope Protection

23

24

25

26

27 28 29 30 31 3

2

33 34

35

36

37

38

=

02°5

4'4

6" Lt.

PI 2

7+0

7.4

6

=

01°45'3

6" Lt.

PI 3

4+2

0.5

9

Interstate 81 - Survey Baseline



61

62

63

64

65

66

67

68

69

70

71

Begin Sin

kin

g Creek Strea

m

Traverse

PO

T 60+0

0.0

0

End Sinking Creek Stream

Traverse

POT 72+18.07

=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

the Survey Limits.

Appear to be Outside

Box and Drainfield

The Distrubution

#59-123 (1959)

Septic Plan

Unable to Draw

and Septic Records.

Unable to Obtain Well

and Septic Records.


61.10' R

T+9

7.6

6V

DH

Mon.

51.5

8' R

T+4

1.91

VD

H

Mon.

24.47' LT

+48.16VDH

Mon.

346.93' RT

+69.69

VDH

Mon.

152.07' LT+04.01VDH Mon.

331.5

3' L

T+7

4.5

6V

DH

Mon. (B

roken)

78.2

0' R

T+3

3.2

7V

DH

Mon. (B

roken)

Abutm

ent

Con

c.

Gravel Road

8" DogwoodSig

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

10.86' RT

+65.18

BM #1

Metal Guardrail

Conc. Ditch (Buried)

Fr. Dwl.

1 -1/2 Sty.

#20214

N55°09'20"E 95.16'

N41°56'35"E 200.32'

N68°15'51"E 225.61'

N32°58'

24"E 165

.28'

(F) In

v.

Out

= 19

27.6

6'

(E) In

v.

Out

= 19

27.5

9'

(D) In

v.

Out

= 19

27.5

8'

(C) In

v. In =

1928.2

4'

(B) In

v. In =

1928.2

5'

(A) In

v. In =

1928.2

3'

VD

OT #2081

72"

X 72"

Box

Culvert

In Pl. 6

5.0'

Of Triple

Conc. Ditch CL (Fille

d with

Rock)

Conc. Ditch CL

(Filled with R

ock)

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 R

oute 81, VDOT Pr

ojectEx. Lim

ited Access

Line

No. 0081-0

95-014, (A

6830)

Per Rout

e 81, VDOT P

roject

Ex. Limite

d Access

Line

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 ProjectEx. R/W And Limited Access Line

Project No. 0

081-095-014, (A6830)

Ex. R/

W Per R

oute 8

1, V

DOT

Proje

ct No. 0

081-0

95-01

4, (A6

830)

Ex. R/W

Per R

oute 8

1, VDOT

No. 00

81-095

-014, (

A6830)

Per Ro

ute 81, VDOT

Proj

ect

Ex. Li

mited

Access Li

ne

Project No. 0081-095-014, (A6830)

Ex. R/

W Per R

oute 8

1, V

DOT

Project N

o. 00

81-09

5-014, (A

6830)

Ex. R/W

Per

Route 8

1, VDOT

No. 0081-095-014, (A6830)



PL

PL

PL

PL

PL

PL

PL

PL

PL

Approx. Location Per GIS

Approx. L

ocation Per GIS

Approx. L

ocation Per GIS


Approx. Location

Per

GIS

Approx. Location

Per

GIS


R/

W-2

R/W-1

R/

W-2

R/W-1

6' Cattle Pass

6' Cattle Pass

ROADWAY ENGINEER

Richmond, Virginia

Whitman Requart & Associates

HYDRAULIC ENGINEER

Richmond, Virginia


REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

3

3

0

SCALE

50' 100'

LEGEND

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

Denotes Proposed Pavement

Denotes Demolition of Pavement

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

Note : Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.






Denotes Pavement Planing and Build-Up

Future Widening

Mainline Profile

4

3A

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


3/4/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





awarren

View:

Printer:

Creator:

0081-095-038

P101, RW201, C501

81

0081-095-038

Whitman, Requardt, & Associates

Mike Russell, P.E.

John Sproles, VDOT

(Dry Swale - Level 1 Design)

Stormwater Management Facility Req'd.

UD-4 (6") Underdrain Req'd.

UD-4 (6") Underdrain Req'd.

(Dry Swale - Level 1 Design)Stormwater Management Facility Req'd.

GRADE TO DRAIN

GRADE TO DRAIN

L

L L

L

L

L

ST'D. GR-2A REQ'D.

ST'D. GR-2A REQ'D.

ST'D. GR-2A REQ'D.

ST'D. GR-11 REQ'D.

ST'D. GR-11 REQ'D.

ST'D. GR-9 REQ'D.

ST'D. GR-11 REQ'D

ST'D. GR-9 REQ'D.

Sta. 124+11.12, Offset = 32.24' RT Rte I-81 Constr. B

Sta. 224+25.00 Rte. I-81 NB Constr. B

End Construction

Sta. 125+38.84, Offset = 31.32' LT Rte I-81 Constr. B

Sta. 325+25.00 Rte. I-81 SB Constr. B

End Construction

Sta. 112+50.43, Offset = 43.32' LT Rte I-81 Constr. B

Sta. 312+42.00 Rte. I-81 SB Constr. B

Begin Construction

Sta. 111+89.89, Offset = 43.37' RT Rte I-81 Constr. B

Sta. 211+98.00 Rte. I-81 NB Constr. B

Begin Construction

REQ'D.

ST'D. MB-3A

REQ'D.

ST'D. MC-3BREQ'D.

ST'D. MC-3B

EXISTING GUARDRAIL

REMOVE AND REPLACE

Curve SBBL301-1

PI = 312+10.93

T = 1,210.93'

L = 2,402.00'

R = 7,664.00'

300+00.00PC =

PT = 324+02.00

Curve NBBL201-1

PI = 211+04.46

T = 1,194.46'

L = 2,369.86'

R = 7,664.00'

199+10.00PC =

PT = 222+79.86

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

Northbound I-81 Constr. B

Southbound I-81 Constr. B

212

213

214

215

216

217

218

219

220

221

222

PT222

+79.8

6223

224

225

226

227

311

312

313

314

315

316

317

318

319

320

321

322

323

324

PT324+0

2.0

0

325

326

327

111

112

113

114

115

116

117

118 119

120 121

122

123 PT12

3+5

5.9

7

124 125 12

6 127

GUARDRAIL

EXISTING

TIE TO

GUARDRAIL

TIE TO EXISTING

TYPE I REQ'D.

ST'D. GR-FOA-2,

Lr = 98'

V = 75 MPH

E= 3.1%

Lr = 98'

V = 75 MPH

E= 3.1%

Lr = 98'

V = 75 MPH

E= 3.1%

GUARDRAIL

TIE TO EXISTING

TERMINAL

ST'D. MB-3A

TYPE I REQ'D.

ST'D. GR-FOA-2,

REQ'D.

ST'D. MC-3B

PROTECTION

PROP. PIER

TYPE I REQ'D.

ST'D. GR-FOA-2,

REQ'D.

ST'D. GR-11

TYPE II REQ'D.

ST'D. GR-FOA-2,

REQ'D.

ST'D. MC-3BREQ'D.

ST'D. GR-2A

TYPE II REQ'D.

ST'D. GR-FOA-2,

ST'D. GR-11 REQ'D.

CLASS I RIPRAP

12'

12'

12'

4'

12'

12'

12'

4'4'

12'

12'

12'

12'

12'

12'

4'

TYPE I REQ'D.

ST'D. GR-FOA-2,

73.71'

46.06'

REQ'D.

ST'D. GR-2

ROBERT C. FULLER

DON G. QUESENBERRY

LAURA MILDRED H. QUESENBERRY

LAURA H. QUESENBERRY



Page 15

1,920_

1,925_

1,930_

1,935_

1,940_

1,945_

1,950_

1,955_

1,960_

1,965_

1,970_

1,975_

1,980_

1,985_

Rte. I-81 Northbound Profile

Rte. I-81 Southbound Profile

1,930_

1,935_

1,940_

1,945_

1,950_

1,955_

1,960_

1,965_

1,970_

1,975_

1,980_

1,985_

1,990_

1,995_

1,935_

1,940_

1,945_

1,950_

1,955_

1,960_

1,965_

1,970_

1,975_

1,980_

1,985_

1,990_

1,995_

1,930_

1,920_

1,925_

1,930_

1,935_

1,940_

1,945_

1,950_

1,955_

1,960_

1,965_

1,970_

1,975_

1,980_

1,985_

3A

3A






00

3/4/2016

d107116003a.dgn

Plotted By: awarren11:35:23 AM

N:\DB45016\CADD\d107116003a.dgn

PROJECT MANAGER

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

P101, RW201, C501

81

ROADWAY ENGINEER

Richmond, Virginia

Whitman, Requardt & Associates

50'

10'

VERT. 1"=10'HOR. 1"=50'

SCALE:


John Sproles, VDOT

0081-095-038

0081-095-038

LL

1,974.2

5 STA = 218+00.00

EL = 1,957.69

-2.75% +3.09%

L = 1,204.00

K = 206

ex = 8.79'

1,977.0

1

Sta. 224+25.00

End Constr. Rte. I-81 NB B

Sta. 211+98.00

Begin Constr. Rte. I-81 NB B

219+00.00 220+00.00 221+00.00 222+00.00 223+00.00 224+00.00 225+00.001,929.6

5

1,948.0

7

1,966.7

6

1,967.9

5

1,969.14

1,970.3

7

1,971.76

1,973.3

9

1,974.6

8

1,976.2

1

1,977.8

0

1,979.3

3

1,967.2

8

1,967.7

9

1,968.4

2

1,969.18

1,970.0

5

1,971.05

1,972.16

1,973.4

0

1,974.7

6

1,976.2

4

211+00.00 212+00.00 213+00.00 214+00.00 215+00.00 216+00.00 217+00.00

1,976.9

5

1,975.5

8

1,974.19

1,972.8

3

1,971.49

1,970.19

1,969.0

0

1,967.8

8

1,966.8

6

1,966.0

8

1,965.4

1

1,964.7

9

1,964.5

0

1,964.3

5

1,974.19

1,972.8

8

1,971.69

1,970.6

3

1,969.6

8

1,968.8

6

1,968.15

1,967.5

7

1,967.11

1,966.7

7

1,966.5

5

1,966.4

6

1,966.9

0

1,937.4

5

1,966.6

3

1,946.8

5

218+00.00

1,964.4

2

1,966.4

8

TRANSITION

+11.12

TRANSITIONNORMAL CROWN

+66.0

0

+28.0

0

SUPERELEVATE 3.1% TRANSITION

+47.19

+25.0

0

+42.0

0

End BridgeBegin Bridge

V = 75 MPH

L

L

1,972.4

3 STA = 318+06.00

EL = 1,958.36

-2.49% +2.98%

L = 1,128.00

K = 206

ex = 7.72'

1,979.7

2

1,972.2

3

1,971.06

1,970.0

2

1,969.0

9

1,968.2

9

1,967.6

1

1,967.0

5

1,966.6

1

1,966.2

9

1,966.10

1,966.0

2

1,966.0

7

1,966.2

4

1,966.5

2

1,966.9

3

1,967.4

7

1,968.12

1,968.8

9

1,969.7

9

1,970.8

1

1,971.95

1,973.2

1

1,974.5

9

1,976.0

5

1,977.5

1

1,978.9

8

312+00.00 313+00.00 314+00.00 315+00.00 316+00.00 317+00.00 318+00.00 319+00.00 320+00.00 321+00.00 322+00.00 323+00.00 324+00.00 325+00.00 326+00.00

1,974.7

6

1,973.5

1

1,972.2

2

1,970.9

6

1,969.7

4

1,968.5

2

1,967.2

9

1,966.3

6

1,965.4

9

1,964.8

7

1,964.3

3

1,963.9

1

1,963.6

0

1,963.5

5

1,956.5

7

1,938.3

0

1,935.18

1,937.5

9

1,957.8

1

1,967.2

2

1,968.4

4

1,969.8

9

1,971.55

1,973.17

1,974.6

0

1,976.0

5

1,977.5

1

1,978.9

9

1,980.4

5

1,981.93

Sta. 325+25.00

End Constr. Rte. I-81 SB B

SPLINE GRADE

Sta. 312+42.00

Begin Constr. Rte. I-81 SB B

TRANSITION

+42.0

0

+03.2

6

TRANSITIONTRANSITIONNORMAL CROWN SUPERELEVATE 3.1%

+96.0

0

+58.0

0

+69.3

3

+25.0

0

End BridgeBegin Bridge

V = 75 MPH

Page 16

183.6

8'

RT

+80.6

4IR

F

183.7

0'

RT

+78.7

2IR

F

183.9

6'

RT

+63.9

5IR

F

46.9

1' RT

+45.8

6V

DH

Mon.

10.95' RT

+85.47

VD

H

Mon.

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)

(D)(E)

(F)

Inv. Out = 1926.54'

Inv. In = 1928.62'

In Pl. 64.5' Of 30" Conc. P

ipe

In Pl. F

ES

15" RCP

Conc.

Ditch

Rip Rap

Sig

n

Sig

n


Metal Guardrail

Metal Guardrail

Metal Guardrail

Metal Guardrail





Brush

Conc. Ditch

Conc. Ditch

Rte. 808

Halls B

otto

m Rd. (Asp

halt)

Rte. 8

08 Halls Botto

m

Rd. (

Asphalt)

Gate

Metal Guardrail

Metal Guardrail

Conc.

Conc.

Sinking Creek

Sin

kin

g Creek

Sinking Cree

k

Sin

kin

g Creek

Sig

n

Hardwoods

Mixed Medium

Hardwoods

Mixed Medium

36"

Waln

ut

24"

Waln

ut

12"

Waln

ut

10" T

win

Waln

ut

Asphalt

Shed

Brush

Grass

Conc. Ditch

Conc. Ditch

Conc. Ditch

Brush

Grass Median

Brus

h

Mixe

d Me

dium

Hard

woods

Metal Guardrail

Metal Guardrail

Metal Guardrail (2)

Metal Guardrail

F-022 Singingwood Lan

e (Asphalt)

F-022 Singing

wood

Lane (

Asphalt)

Rte. 1010

Hedgerow

Hill (

Asphalt)

Grass Median

Brush

Brush

Conc. Ditc

h


Brush

Conc. Ditch

Conc. Ditch

Sig

n

Sig

n

Sig

n

Metal

Guardrail

Brush

Mixed Medium Hardwoods Brush

Grass Median

4' Wire Fence

Metal Guardrail

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Conc. Ditch

Sig

n

4' Wire Fence

4' Wire F

ence

Metal Guardrail

Metal Guardrail

Conc. Ditch

Brush

4' Wire Fence

4' Wire

Fence

4' B

arbed

Wire F

ence


And BrushMixed Me

dium Hardwoods

And BrushMixed Me

dium Hardwoods

4' Wire Fence

4' Wire Fence

Wire F

ence

4' Bar

bed

4' B

arbed

Wire

Fence

Gravel

4' Bar

bed

Wire

Fence

Conc. Ditc

h


And Brush


Grass

Conc. Ditch


4' Barbed Wire Fence

4' Barbed

Wire Fenc

e

Sign

Conc.

Spring

and Brush

Mixed S

mall Har

dwoods

Metal Guardrail

4'

Wire Fence

Gravel

Grass

Grass

4' Wire Fence

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

Spring


4' Wire Fence

Sig

n

Post

Post

Sign

Asphalt Shoulder

DeckBridgeConc.

DeckBridgeConc.

SignSign

26" Maple

Sign

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. Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

Con

c.

Conc.

92.83' LT

+28.68

VDH

Mon.

Sinking Creek

Stream Tra

verse

Creek

Conc. Wingwall

Conc. WingwallConc. Wingwall

Conc.

Win

gwall

Conc.

Win

gwall

Conc.

Win

gwall





Conc. Slope Protection

23

24

25

26

27 28 29 30 31 3

2

33 34

35

36

37

38

=

02°5

4'4

6" Lt.

PI 2

7+0

7.4

6

=

01°45'3

6" Lt.

PI 3

4+2

0.5

9




61

62

63

64

65

66

67

68

69

70

71

Begin Sin

kin

g Creek Strea

m

Traverse

PO

T 60+0

0.0

0

End Sinking Creek Stream

Traverse

POT 72+18.07

=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

the Survey Limits.

Appear to be Outside

Box and Drainfield

The Distrubution

#59-123 (1959)

Septic Plan

Unable to Draw

and Septic Records.


and Septic Records.


61.10' R

T+9

7.6

6V

DH

Mon.

51.5

8' R

T+4

1.91

VD

H

Mon.

24.47' LT

+48.16VDH

Mon.

346.93' RT

+69.69

VDH

Mon.

152.07' LT+04.01VDH Mon.

331.5

3' L

T+7

4.5

6V

DH

Mon. (B

roken)

78.2

0' R

T+3

3.2

7V

DH

Mon. (B

roken)

Abutm

ent

Con

c.

Gravel Road

8" DogwoodSig

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

10.86' RT

+65.18

BM #1

Metal Guardrail

Conc. Ditch (Buried)

Fr. Dwl.

1 -1/2 Sty.

#20214

N55°09'20"E 95.16'

N41°56'35"E 200.32'

N68°15'51"E 225.61'

N32°58'

24"E 165

.28'

(F) In

v.

Out

= 19

27.6

6'

(E) In

v.

Out

= 19

27.5

9'

(D) In

v.

Out

= 19

27.5

8'

(C) In

v. In =

1928.2

4'

(B) In

v. In =

1928.2

5'

(A) In

v. In =

1928.2

3'

VD

OT #2081

72"

X 72"

Box

Culvert

In Pl. 6

5.0'

Of Triple

Conc. Ditch CL (Fille

d with

Rock)

Conc. Ditch CL

(Filled with R

ock)

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 R

oute 81, VDOT Pr

ojectEx. Lim

ited Access

Line

No. 0081-0

95-014, (A

6830)

Per Rout

e 81, VDOT P

roject

Ex. Limite

d Access

Line

No. 0081-095-014, (A6830)



No. 0081-095-014, (A6830)Per Route 81, VDOT ProjectEx. R/W And Limited Access Line

Project No. 0

081-095-014, (A6830)

Ex. R/

W Per R

oute 8

1, V

DOT

Proje

ct No. 0

081-0

95-01

4, (A6

830)

Ex. R/W

Per R

oute 8

1, VDOT

No. 00

81-095

-014, (

A6830)

Per Ro

ute 81, VDOT

Proj

ect

Ex. Li

mited

Access Li

ne

Project No. 0081-095-014, (A6830)

Ex. R/

W Per R

oute 8

1, V

DOT

Project N

o. 00

81-09

5-014, (A

6830)

Ex. R/W

Per

Route 8

1, VDOT

No. 0081-095-014, (A6830)



PL

PL

PL

PL

PL

PL

PL

PL

PL


Approx. L

ocation Per GIS

Approx. L

ocation Per GIS


Approx. Location

Per

GIS

Approx. Location

Per

GIS


R/

W-2

R/W-1

R/

W-2

R/W-1

6' Cattle Pass

6' Cattle Pass

ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia


REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

4

4

0

SCALE

50' 100'

LEGEND

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F






Denotes Proposed Future Pavement Widening

Continue Beyond Project Limits

Mainline Improvements Assumed To

Construction Limits

Future Third Lane and AssociatedVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


3/4/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





awarren

View:

Printer:

Creator:

0081-095-038

P101, RW201, C501

81

0081-095-038


Mike Russell, P.E.

John Sproles, VDOT

L

L

Curve SBBL301-1

PI = 312+10.93

T = 1,210.93'

L = 2,402.00'

R = 7,664.00'

300+00.00PC =

PT = 324+02.00

Curve NBBL201-1

PI = 211+04.46

T = 1,194.46'

L = 2,369.86'

R = 7,664.00'

199+10.00PC =

PT = 222+79.86

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

Northbound I-81 Constr. B

Southbound I-81 Constr. B

212

213

214

215

216

217

218

219

220

221

222

PT222

+79.8

6223

224

225

226

227

311

312

313

314

315

316

317

318

319

320

321

322

323

324

PT324+0

2.0

0

325

326

327

111

112

113

114

115

116

117

118 119

120 121

122

123 PT12

3+5

5.9

7

124 125 12

6 127

Lr = 98'

V = 75 MPH

E= 3.1%

Lr = 98'

V = 75 MPH

E= 3.1%

Lr = 98'

V = 75 MPH

E= 3.1%

12'

12'

12'

12'

12'

12'12'

12'

12'

12'

12'

12'65.15'

63.95'

RETAINING WALL REQ'D. REQ'D.

RETAINING WALL

RESET FENCE

REMOVE AND

12'

12'

12'

12'12'

12'

12'

12'

F

F

DB638 PG696

13.78 AC.

Tax# 143-A-25

PB32 PG60

PB55 PG30

1.43 AC.

Tax# 143-A-7

PB55 PG30

1.43 AC.

Tax# 143-A-7

PB55 PG30

1.43 AC.

Tax# 143-A-7

ELSHAMLY ABDELFATTAH

FELECIA ABDELFATTAH

W/

Guy

138 6

BV

U #954-

Power Pole

#7

Tele. Pole

WV

T

#AP-1901 14

65-8

Tele. Ped.

WV

Valve

Blow

off

ValveBlo

woff

ROBERT C. FULLER

DON G. QUESENBERRY

LAURA MILDRED H. QUESENBERRY




Page 17

Scale: 1" = 15'-0"

None.

MANAGER

DISTRICT CONSTRUCTION

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ance with Sec. 411.

The existing structures are designated Type B structures in accord-

are 140-21, 140-21A, and 140-21B.

Bridge No. of existing bridges are 2040 (SBL) and 2041 (NBL). Plan Nos.

and shall be unpainted.

All structural steel, including bearings, shall be ASTM A709 Grade 50W

ments.

Specifications and Special Provisions included in the contract docu-

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: 1.63 sq. mi.

Capacity: HL-93 loading.

1 - 139'-11…" steel girder span (NBL)

Span layout: 1 - 138'-7‚" steel girder span (SBL)

72'-0…" face-to-face of curb (NBL).

Width: 42'-8ƒ" face-to-face of curb (SBL).

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

REVISIONS

For Table of Revisions,

see Sheet 2.



No. Description Date

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

and Scour Code:

FHWA Construction

UPC No.

DESIGN EXCEPTION(S):

VA.

STATE

Federal Oversight Code:

NBIS Number:

Approved:

c

Recommended for Approval:

_ _ _ _ _ _ _ _ _ _Date:

Chief Engineer

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

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

Date

Date

STRUCTURAL ENGINEER

RICHMOND, VA

WHITMAN REQUARDT & ASSOCIATES

2016, Commonwealth of Virginia

???-??Sheet 1 of 5

1

107116

81 0081-095-038, B675, B676

X471-S80000000000?????

0000000000?????

NFO

IM-081-1(342)

PROPOSED BRIDGE REPLACEMENTS ON

PROJECT 0081-095-038, B675, B676

WASHINGTON CO. - 0.94 MI. NE OF RTE. F310

RTE. 808 (HALLS BOTTOM ROAD) AND SINKING CREEK

RTE. I-81 (NBL AND SBL) OVER

FOR CONSTRUCTION

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

Designee/Developer

PLAN

Temporary shoring

Temporary shoring

Temporary shoring

Temporary shoring

Approach slab

Approach slab

Approach slab

Approach slab

Sta. 218+54.31

Abutment A

End of slab

Sta. 219+94.26

Abutment B

End of slab

Sta. 320+22.00

Abutment B

End of slab

Sta. 318+83.40

Abutment A

End of slab

Elev. 1966.41

Elev. 1966.63

Elev. 1967.74

Elev. 1967.71

138'-7‚"

139'-11…"

Rte. I-81 SBL Constr. B

Rte. I-81 NBL Constr. BL

L

70'-

4•

"1'-

8"

1'-

8"

1'-

8"

42'-

8ƒ

"1'-

8"

Varie

sVarie

s

LRte. I-81 Constr. B

Varie

sVarie

s

R = 7664'

R = 7664'

R = 7664'

35 -43'-53.76" 36 -46'-40.44"

36 -00'-21.96"34 -58'-11.64"

CR

EE

K

SIN

KIN

G

Edge of stream

Edge of stream

Edge of pavement

C Rte. 808L

Existing bridge

Existing bridge

To Bristol

To Abingdon

Varie

sVarie

s

RadialRadial

RadialRadial

LSpan a - Measured along Rte. I-81 SBL Constr. B

LSpan a - Measured along Rte. I-81 NBL Constr. B

Limits of riprap are not shown

Face of curb

Face of curb

Face of curb

Face of curb

Page 18

WRA

WRA

WRA

AND GENERAL NOTES

PROFILE

2Scale: 1" = 15'-0"

2

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

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

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


STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

FOR CONSTRUCTION


PRELIMINARY PLANS


81 0081-095-038, B675, B676

Mar. 2016 of 5???-??STRUCTURAL ENGINEER

RICHMOND, VA


FillFill

FillFill

L

L

Sta. 318+83.40

Abutment A

End of slab

Sta. 320+22.00

Abutment B

End of slab

138'-7‚"

139'-11…"

Sta. 218+54.31

End of slab

Beginning of bridge

Sta. 219+94.26

End of slab

End of bridge

ABUTMENT A

ABUTMENT A ABUTMENT B

ABUTMENT B

Span a

Span aFix.Exp.

Exp.Fix.

L

L

Finished gradeFinished grade

Finished gradeFinished grade

-2.49% +2.98%

+3.09%-2.75%

V.C. = 1,128

C.G. Elev. 1,958.36

C.G. Sta. 318+06.00

V.C. = 1,204

C.G. Elev. 1,957.67

C.G. Sta. 218+00.00

to remain, typ.

Existing substructure

to remain, typ.

Existing substructure

min.

cl.

22'-

4"

Elev. 1938.2

Calculated 100 year storm

Elev. 1937.9

Calculated 100 year storm

min.

cl.

21'-

10"

Dry riprap Cl. I

Dry riprap Cl. I

barrier

Bridge protection

barrier

Bridge protection

1

2

1

2

Normal to abutment

water

Surveyed

water

Surveyed

NBL Constr. B

along Rte. I-81

Existing profile

SBL Constr. B

along Rte. I-81

Existing profile

DEVELOPED SECTION ALONG RTE. I-81 SBL CONSTR. B

DEVELOPED SECTION ALONG RTE. I-81 NBL CONSTR. B

Standard GS-4.

future widening of Rte. 808 to VDOT

Note: Bridge opening accommodates

Page 19

WRA

WRA

WRA

ABUTMENT DETAILS

3Scale: ‰" = 1'-0" unless otherwise noted.

4


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

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





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

FOR CONSTRUCTION


PRELIMINARY PLANS


81 0081-095-038, B675, B676


RICHMOND, VA


ELEVATION

PLAN

2'-

0"2'-

0"

2'-

5"

153'-11„"

157'-0„"

12"

7"

Line through centers of bearing

C girder typ.LFace of backwall

1'-6" typ.

1'-6" typ.

15'-

1…

" typ.

(Abutment B shown, Abutment A similar)

(Abutment B shown, Abutment A similar)

End of slab

Constr.

Rte. I-81

Constr.

Rte. I-81 NBLConstr.

Rte. I-81 SBL

LB LBLB

Scale: •" = 1'-0"

TYPICAL ABUTMENT SECTION

3'-

0"

8'-0"

2'-0"2'-5"

MSE panel

Face of

MSE coping

Face of

1'-

3"

bearing

centers of

Line through

7"

12"

Approach slab

underdrain

6" pipe

backwall

Face of

seat

Face of

slab

End of

Page 20

1 OF 2

SEQUENCE OF CONSTRUCTION

4

WRA

WRA

WRA

4

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


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

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





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

FOR CONSTRUCTION


PRELIMINARY PLANS


81 0081-095-038, B675, B676


RICHMOND, VA


1'-8"

73'-8•"

30'-1‡"

1'-8" 2'-0"

1'-8" 2'-0"

34'-7"

37'-0"

1'-8"

STAGE 1 CONSTRUCTION


37'-0" 37'-0"

15'-0" 15'-0" 2'-6"2'-6"15'-0"2'-6" 15'-0" 2'-6"

1'-1"

EXISTING TRANSVERSE SECTION

3'-5…" 3'-5…"

3'-5…" 3'-2•"

9

6 7 8

10 11 12

12" 12" 12"12"

3'-6"

11'-0" lane 11'-0" lane

12'-0" lane 12'-0" lane37'-0"

15'-0"2'-6" 15'-0" 2'-6"

12" 12"

2'-0" shy2'-0" shy

12" min. shy12" min. shy

11'-0" lane 11'-0" lane 12'-0" lane 12'-0" lane12" min. shyshy

12" min.

shoulder

12'-0" min.

Rte. I-81 NBL Constr. LB

2 spa. @ 11'-7•" = 23'-3"

7 86

2 spa. @ 11'-7•" = 23'-3" 4 spa. @ 10'-11•" = 47'-0„"

Page 21

2 OF 2

SEQUENCE OF CONSTRUCTION

5Scale: ‰" = 1'-0" unless otherwise noted.

5

WRA

WRA

WRA


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

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





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

FOR CONSTRUCTION


PRELIMINARY PLANS


81 0081-095-038, B675, B676


RICHMOND, VA


1'-8"

1'-8"

73'-8•"46'-0ƒ"

FINAL CONSTRUCTION

PROPOSED FUTURE CONSTRUCTION

65'-1ƒ"

63'-11…"

1'-8"1'-8"

1'-8" 1'-8"

1'-8"

2'-10…"2'-10…" 4 spa. @ 10'-1 = 40'-4"

4 spa. @ 10'-1 = 40'-4"

3'-2„"

7'-0"1'-10…"1'-10„"

= 12'-11"

2 spa. @ 6'-5•"

1

1

2

2

3

34

45

5 C

A B

12'-0" lane 12'-0" lane12'-0" lane 12'-0" laneshoulder

12'-0" min.

shoulder

6'-0" min.

12'-0" lane 12'-0" lane12'-0" lane

12'-0" lane 12'-0" lane12'-0" laneshoulder

12'-0" min.

shoulder

12'-0" min.

shoulder

12'-0" min.

shoulder

12'-0" min.

Rte. I-81 NBL Constr. B

Rte. I-81 NBL Constr. B

Rte. I-81 SBL Constr. B

Rte. I-81 SBL Constr. BL

L

L

L


46'-0ƒ"

1'-8"

2'-10…" 4 spa. @ 10'-1 = 40'-4"

1 2 3 45

12'-0" lane 12'-0" laneshoulder

12'-0" min.

shoulder

6'-0" min.

Rte. I-81 SBL Constr. BL

1'-8"

2'-10…"

1'-8"

73'-8•"

1'-8" 2'-0"

3'-5…" 3'-2„"

9 10 11 12

11'-0" lane 11'-0" lane 12'-0" lane 12'-0" lane

12" min. shy

shy

12" min.

shoulder

12'-0" min.

Rte. I-81 NBL Constr. LB

7 86

2 spa. @ 11'-7•" = 23'-3" 4 spa. @ 10'-11•" = 43'-10"

4'-9•"

4'-9•"

3'-5…" 3'-2„"

9 10

7 86

2 spa. @ 11'-7•" = 23'-3" 4 spa. @ 10'-11•" = 43'-10"

11 12

shoulder

12'-0" min.

11 12109

7 86

11'-7•"5'-0"1'-6„" 4 spa. @ 10'-11•" = 43'-10"

1'-8"

Page 22

Activity ID Activity Name Critical OriginalDuration

BL ProjectDuration

Start Finish Remaining Duration

ActualDuration

Activity %Complete

TotalFloat

Proposal ScheduleProposal ScheduleProposal Schedule 503d 503d 25-Mar-16 04-Sep-18 503d 0d 0d

AdministrativeAdministrativeAdministrative 503d 503d 25-Mar-16 04-Sep-18 503d 0d 0d

A1000 Design Start - Pre-award activities 10d 10d 25-Mar-16 07-Apr-16 10d 0d 0% 53d

A1400 Notice of Intent to Award 0d 0d 25-Mar-16* 0d 0d 0% 0d

A1410 CTB Approval/Notice to Award 0d 0d 20-Apr-16* 0d 0d 0% 0d

A1420 DB Contract Execution 0d 0d 20-May-16* 0d 0d 0% 0d

A1430 Notice to Proceed 0d 0d 24-May-16* 0d 0d 0% 0d

A2010 Scope Validation Period 120d 120d 24-May-16 20-Sep-16 120d 0d 0% 714d

A2170 Monthly Stakeholder meetings 420d 420d 24-May-16 18-Jun-18 420d 0d 0% 44d

A1900 Prep Meeting E&S (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 60d

A1910 Prep Meeting Aggregate Base (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 105d

A1920 Prep Meeting Asphalt Paving (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 222d

A1930 Prep Meeting Drainage (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 72d

A1940 Prep Meeting Clearing and Grubbing (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 66d

A1950 Prep Meeting Guardrail (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 365d

A1960 Prep Meeting Bridge Substructure (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 119d

A1970 Prep Meeting Bridge Superstructure (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 179d

A1980 Prep Meeting Retaining Wall/MSE Wall (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 119d

A1990 Prep Meeting MOT (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 53d

A2000 Prep Meeting Earthwork (Hold Point) 0d 0d 15-Jun-16 0d 0d 0% 72d

A2180 Utility Coordination/Review Meeting 0d 0d 06-Jul-16 0d 0d 0% 11d

A2160 Meeting with Board of Supervisors to Close Halls Bottom Rd 1d 1d 15-Sep-16 15-Sep-16 1d 0d 0% 29d

A1440 No Excuse Incentive Date 0d 0d 06-Jun-18* 0d 0d 0% 0d

A1450 Final Completion 0d 0d 04-Sep-18* 0d 0d 0% 0d

SurveySurveySurvey 25d 25d 20-May-16 23-Jun-16 25d 0d 14d

A1010 Send Survey Notification Letters 15d 15d 20-May-16 09-Jun-16 15d 0d 0% 14d

A1020 Supplemental Field Survey 10d 10d 10-Jun-16 23-Jun-16 10d 0d 0% 14d

Geotechnical InvestigationGeotechnical InvestigationGeotechnical Investigation 59d 59d 24-May-16 06-Sep-16 59d 0d 101d

A1030 Perform Soil Borings and Lab Work 10d 10d 24-May-16 06-Jun-16 10d 0d 0% 1d

A1040 Prepare Geotechnical Report and Recommendations 18d 18d 07-Jun-16 30-Jun-16 18d 0d 0% 13d

A1050 QA/QC and Submit Geotech Report 5d 5d 01-Jul-16 07-Jul-16 5d 0d 0% 13d

A2020 VDOT Review Geotech Report 21d 21d 08-Jul-16 28-Jul-16 21d 0d 0% 186d

A2060 Revise/Resubmit Geotech Report 10d 10d 02-Aug-16 16-Aug-16 10d 0d 0% 100d

A2070 VDOT Review of revised Geotech Report 21d 21d 17-Aug-16 06-Sep-16 21d 0d 0% 184d

PermittingPermittingPermitting 87d 87d 24-May-16 18-Aug-16 87d 0d 19d

A1080 FAA Approval 60d 60d 24-May-16 22-Jul-16 60d 0d 0% 23d

A1060 VSMP Permit 45d 45d 05-Jul-16 18-Aug-16 45d 0d 0% 19d

A1070 Water Quality Permit 45d 45d 05-Jul-16 18-Aug-16 45d 0d 0% 19d

60% Roadway Design and Advance Work Package60% Roadway Design and Advance Work Package60% Roadway Design and Advance Work Package 40d 40d 24-May-16 03-Aug-16 40d 0d 6d

A1090 60% Roadway Plans and Advance Work Package 30d 30d 24-May-16 04-Jul-16 30d 0d 0% 7d

A1100 Drainage/SWM/E&S 20d 20d 07-Jun-16 04-Jul-16 20d 0d 0% 7d

A1110 Maintenance of Traffic / TMP 20d 20d 07-Jun-16 04-Jul-16 20d 0d 0% 7d

A1120 Design QA/QC Review of Roadway Plans 5d 5d 05-Jul-16 11-Jul-16 5d 0d 0% 7d

A1130 Prepare Roadway Plans for Submission 2d 2d 12-Jul-16 13-Jul-16 2d 0d 0% 7d

A2030 VDOT Review 60% Plans 21d 21d 14-Jul-16 03-Aug-16 21d 0d 0% 11d

Final DesignFinal DesignFinal Design 41d 41d 04-Aug-16 14-Oct-16 41d 0d 91d

A1140 Roadway Plans/Incorporate/Resolve 20d 20d 04-Aug-16 31-Aug-16 20d 0d 0% 38d

A1150 Final Drainage/SWM/E&S 10d 10d 01-Sep-16 14-Sep-16 10d 0d 0% 119d

M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A

2016 2017 2018

Notice of Intent to Award

CTB Approval/Notice to Award

DB Contract Execution

Notice to Proceed

Prep Meeting E&S (Hold Point)

Prep Meeting Aggregate Base (Hold Point)

Prep Meeting Asphalt Paving (Hold Point)

Prep Meeting Drainage (Hold Point)

Prep Meeting Clearing and Grubbing (Hold Point)

Prep Meeting Guardrail (Hold Point)

Prep Meeting Bridge Substructure (Hold Point)

Prep Meeting Bridge Superstructure (Hold Point)

Prep Meeting Retaining Wall/MSE Wall (Hold Point)

Prep Meeting MOT (Hold Point)

Prep Meeting Earthwork (Hold Point)

Utility Coordination/Review Meeting

No Exc

Survey

Geotechnical Investigation

Permitting

60% Roadway Design and Advance Work Package

Final Design

Proposal Schedule LT-05 Classic Schedule Layout 03-Mar-16 10:18

Primary Baseline

Second Baseline

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Summary Page 1 of 3 TASK filter: All Activities

© Primavera Systems, Inc.

Page 23


BL ProjectDuration


ActualDuration

Activity %Complete

TotalFloat

A1160 Maintenance of Traffic / TMP 10d 10d 01-Sep-16 14-Sep-16 10d 0d 0% 38d

A1180 Prepare Roadway Plans for Submission 2d 2d 15-Sep-16 16-Sep-16 2d 0d 0% 119d

A1170 Design QA/QC Review of Roadway Plans 5d 5d 19-Sep-16 23-Sep-16 5d 0d 0% 119d

A2040 VDOT Review Final Design Plans 21d 21d 24-Sep-16 14-Oct-16 21d 0d 0% 167d

Issued for Construction DesginIssued for Construction DesginIssued for Construction Desgin 12d 12d 17-Oct-16 08-Nov-16 12d 0d 91d

A1190 Roadway Final Revisions 10d 10d 17-Oct-16 28-Oct-16 10d 0d 0% 119d

A1200 Prepare RFC Roadway Plans for Submission 1d 1d 31-Oct-16 31-Oct-16 1d 0d 0% 119d

A2050 VDOT Review RFC Plans 5d 5d 01-Nov-16 05-Nov-16 5d 0d 0% 166d

A2080 RFC Roadway Plans Issued 0d 0d 08-Nov-16 0d 0d 0% 91d

Structures DesignStructures DesignStructures Design 104d 104d 24-May-16 28-Nov-16 104d 0d 0d

A1210 Bridge Stage I Design (T S & L) 20d 20d 24-May-16 20-Jun-16 20d 0d 0% 5d

A1270 Bridge H&HA & Scour Analysis 20d 20d 24-May-16 20-Jun-16 20d 0d 0% 0d

A1280 Design QA/QC H&HA & Scour Analysis 5d 5d 21-Jun-16 27-Jun-16 5d 0d 0% 0d

A1220 Design QA/QC Stage I 5d 5d 28-Jun-16 04-Jul-16 5d 0d 0% 0d

A1240 VDOT Review Stage I Bridge Design 21d 21d 05-Jul-16 25-Jul-16 21d 0d 0% 0d

A1230 Stage II Bridge Design 60d 60d 26-Jul-16 17-Oct-16 60d 0d 0% 0d

A1260 Design QA/QC Stage II Bridge Design 1d 1d 18-Oct-16 18-Oct-16 1d 0d 0% 0d

A1250 VDOT Review Stage II Design 21d 21d 19-Oct-16 08-Nov-16 21d 0d 0% 0d

A2090 RFC Bridge Plans 5d 5d 09-Nov-16 17-Nov-16 5d 0d 0% 0d

A2100 VDOT Review RFC Bridge Plans 5d 5d 18-Nov-16 28-Nov-16 5d 0d 0% 0d

A2110 RFC Bridge Plans Issued 0d 0d 28-Nov-16 0d 0d 0% 0d

CoordinationCoordinationCoordination 220d 220d 11-Apr-16 13-Feb-17 220d 0d 0d

A1290 Design Coordination meetings April 2016 0d 0d 11-Apr-16* 0d 0d 0% 0d

A1300 Design Coordination Meetings May 2016 0d 0d 09-May-16* 0d 0d 0% 0d

A1310 Design Coordination Meetings June 2016 0d 0d 13-Jun-16* 0d 0d 0% 0d

A1320 Design Coordination Meetings July 2016 0d 0d 11-Jul-16* 0d 0d 0% 0d

A1330 Design Coordination Meetings August 2016 0d 0d 08-Aug-16* 0d 0d 0% 0d

A1340 Design Coordination Meetings September 2016 1d 1d 12-Sep-16* 1d 0d 0% 1d

A1350 Design Construction Support October 2016 0d 0d 10-Oct-16* 0d 0d 0% 0d

A1360 Design Construction Support November 2016 0d 0d 14-Nov-16* 0d 0d 0% 0d

A1370 Design Construction Support December 2016 0d 0d 12-Dec-16* 0d 0d 0% 0d

A1380 Design Construciton Support January 2017 0d 0d 09-Jan-17* 0d 0d 0% 0d

A1390 Design Construction Support February 2017 0d 0d 13-Feb-17* 0d 0d 0% 0d

ConstructionConstructionConstruction 493d 493d 08-Apr-16 04-Sep-18 493d 0d 0d

Pre-Construction ActivitiesPre-Construction ActivitiesPre-Construction Activities 175d 175d 08-Apr-16 14-Feb-17 175d 0d 3d

A1455 Prepare QA/QC Plan 21d 21d 08-Apr-16 06-May-16 21d 0d 0% 53d

A1460 Submit QA/QC Plan 1d 1d 09-May-16 09-May-16 1d 0d 0% 53d

A1470 VDOT Review QA/QC Plan 21d 21d 10-May-16 07-Jun-16 21d 0d 0% 53d

A1480 Revise and Resubmit QA/QC Plan 5d 5d 08-Jun-16 14-Jun-16 5d 0d 0% 53d

A1490 Submit Final QA/QC Plan 1d 1d 15-Jun-16 15-Jun-16 1d 0d 0% 59d

A1530 MSE Wall Fabrication 69d 69d 26-Jul-16 28-Nov-16 69d 0d 0% 0d

A1520 Mobilization 10d 10d 04-Aug-16 17-Aug-16 10d 0d 0% 7d

A1495 Begin Construction Activities 0d 0d 04-Aug-16 0d 0d 0% 24d

A1510 Initial MOT 10d 10d 18-Aug-16 01-Sep-16 10d 0d 0% 6d

A1500 Initial E&S Measures 5d 5d 19-Aug-16 26-Aug-16 5d 0d 0% 10d

A2190 Bridge Beam Fabrication 70d 70d 09-Nov-16 14-Feb-17 70d 0d 0% 4d

Phase I MedianPhase I MedianPhase I Median 142d 142d 02-Sep-16 18-May-17 142d 0d 0d

A1540 Clear and Grub Median 5d 5d 02-Sep-16 12-Sep-16 5d 0d 0% 6d

A1550 Median Grade/Drain 25d 25d 13-Sep-16 26-Oct-16 25d 0d 0% 6d


2016 2017 2018

Issued for Construction Desgin

RFC Roadway Plans Issued

Structures Design

RFC Bridge Plans Issued

Coordination

Design Coordination meetings April 2016

Design Coordination Meetings May 2016

Design Coordination Meetings June 2016

Design Coordination Meetings July 2016

Design Coordination Meetings August 2016

Design Coordination Meetings September 2016

Design Construction Support October 2016

Design Construction Support November 2016

Design Construction Support December 2016

Design Construciton Support January 2017

Design Construction Support February 2017

Pre-Construction Activities

Begin Construction Activities

Phase I Median


Primary Baseline

Second Baseline

Actual Work

Remaining Work


Milestone



Page 24


BL ProjectDuration


ActualDuration

Activity %Complete

TotalFloat

A1600 Aggregate Base Stone 6d 6d 28-Oct-16 08-Nov-16 6d 0d 0% 6d

A2120 Demo Portion Existing NB Bridge 10d 10d 28-Oct-16 16-Nov-16 10d 0d 0% 6d

A1560 Substructure including MSE Walls 45d 45d 29-Nov-16 17-Feb-17 45d 0d 0% 0d

A1570 Beams 5d 5d 21-Feb-17 28-Feb-17 5d 0d 0% 0d

A1580 Deck 25d 25d 01-Mar-17 12-Apr-17 25d 0d 0% 0d

A1590 Parapet 5d 5d 13-Apr-17 20-Apr-17 5d 0d 0% 0d

A1610 Pave and Pavement Markings 10d 10d 21-Apr-17 04-May-17 10d 0d 0% 0d

A1620 Barrier Change and Traffic Switch 10d 10d 05-May-17 18-May-17 10d 0d 0% 0d

A1630 Traffic switch 0d 0d 18-May-17 0d 0d 0% 0d

Phase II NB BridgePhase II NB BridgePhase II NB Bridge 109d 109d 19-May-17 29-Nov-17 109d 0d 0d

A1640 Demo NB Bridge 20d 20d 19-May-17 22-Jun-17 20d 0d 0% 0d

A1680 Grade 60d 60d 19-May-17 30-Aug-17 60d 0d 0% 22d

A1650 Substructure 40d 40d 23-Jun-17 30-Aug-17 40d 0d 0% 0d

A1690 Drain 30d 30d 13-Jul-17 30-Aug-17 30d 0d 0% 22d

A1660 Beams 7d 7d 01-Sep-17 14-Sep-17 7d 0d 0% 0d

A1700 Aggregate Base Stone 10d 10d 01-Sep-17 19-Sep-17 10d 0d 0% 22d

A2130 Deck 27d 27d 15-Sep-17 01-Nov-17 27d 0d 0% 0d

A1710 Pave and Pavement Markings 5d 5d 20-Sep-17 27-Sep-17 5d 0d 0% 22d

A1720 Guardrail 2d 2d 28-Sep-17 03-Oct-17 2d 0d 0% 22d

A1670 Parapet 5d 5d 02-Nov-17 09-Nov-17 5d 0d 0% 0d

A1730 Traffic switch 10d 10d 13-Nov-17 29-Nov-17 10d 0d 0% 0d

Phase III SB BridgePhase III SB BridgePhase III SB Bridge 125d 125d 01-Dec-17 13-Jul-18 125d 0d 0d

A1740 Demo SB Bridge 25d 25d 01-Dec-17 17-Jan-18 25d 0d 0% 0d

A1790 Grade 50d 50d 01-Dec-17 02-Mar-18 50d 0d 0% 15d

A1750 Substructure 48d 48d 19-Jan-18 12-Apr-18 48d 0d 0% 0d

A1800 Drain 30d 30d 06-Mar-18 24-Apr-18 30d 0d 0% 15d

A1760 Beams 7d 7d 13-Apr-18 24-Apr-18 7d 0d 0% 0d

A1770 Deck 30d 30d 25-Apr-18 15-Jun-18 30d 0d 0% 0d

A1810 Aggregate Base Stone 10d 10d 25-Apr-18 10-May-18 10d 0d 0% 15d

A1820 Pave and Pavement Markings 10d 10d 11-May-18 24-May-18 10d 0d 0% 20d

A1830 Guardrail 2d 2d 25-May-18 29-May-18 2d 0d 0% 15d

A1780 Parapet 5d 5d 18-Jun-18 25-Jun-18 5d 0d 0% 0d

A2140 Traffic Switch and remove barrier 10d 10d 26-Jun-18 13-Jul-18 10d 0d 0% 0d

Final PavementFinal PavementFinal Pavement 5d 5d 16-Jul-18 20-Jul-18 5d 0d 0d

A1840 Surface Asphalt NB and SB 4d 4d 16-Jul-18 19-Jul-18 4d 0d 0% 0d

A1850 Final Pavement Markings and Signage 1d 1d 20-Jul-18 20-Jul-18 1d 0d 0% 0d

CompletionCompletionCompletion 26d 26d 23-Jul-18 04-Sep-18 26d 0d 0d

A1860 Clean-up 10d 10d 23-Jul-18 07-Aug-18 10d 0d 0% 0d

A2150 Demo Temporary Median 15d 15d 23-Jul-18 15-Aug-18 15d 0d 0% 0d

A1880 Final Inspection 1d 1d 16-Aug-18 16-Aug-18 1d 0d 0% 0d

A1870 Punchlist 3d 3d 17-Aug-18 21-Aug-18 3d 0d 0% 0d

A1890 Demobilization 10d 10d 22-Aug-18 04-Sep-18 10d 0d 0% 0d


2016 2017 2018

Traffic switch

Phase II NB Bridge

Pha

Fin


Primary Baseline

Second Baseline

Actual Work

Remaining Work


Milestone



Page 25

VOLUME 2: Roadway and BridgeDesign Concept Plans and Proposal Schedule



A Design-Build ProjectReplacement of I-81

Structures 18942 & 18944Over Route 808 Halls Bottom Road and Sinking Creek

Washington County, VirginiaState Project No.: 0081-095-038, P101, RW201, C501, B675, B676


Submitted By: