4.1 Letter of Submittal...Letter of Submittal and Attachments (Volume I) I-64 Widening Exit 200 to 205 From Interstate 295 to Exit 205 (Bottom s Bridge) Henrico and New Kent Counties,

Letter of Submittal and Attachments (Volume I)

I-64 Widening Exit 200 to 205 From Interstate 295 to Exit 205 (Bottom’s Bridge)Henrico and New Kent Counties, VirginiaState Project No.: 0064-043-602Federal Project No.: NHPP-064-3 (499)Contract ID Number: C00107458DB95

submitted to:

Virginia Department of Transportation

submitted by:

The Lane Construction Corporation in association with:

WSP USA Inc.

>>ELECTRONIC

4.1 Letter of Submittal

4.2 Attachments to the Letter of Subm

ittal

I-64 Widening Exit 200 to 205

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

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

4.2.1 Confirmation of SOQ Information

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

Under the leadership of our Design-Build Manager, Mr. Ryan Terry, the LANE Team is structured to effectively manage and deliver the design and construction of this project. The LANE Team is organized to provide VDOT with a single-source point of contact, responsible for all design and construction activities. Our team organization has a straightforward chain of command, with individual tasks and functional responsibilities clearly identified. This organizational chart identifies key personnel and major functions to be performed for the successful management, design, and construction of the project. No changes have been made to the Offeror’s organizational structure, Lead Contractor, Lead Designer, Key Personnel or other individuals identified in the Offeror’s SOQ (dated December 15, 2016). Though reporting relationships are rigid, the lines of communication within the team will remain fluid and flexible to meet the requirements of each individual project task. In order to prevent unnecessary project delays, at times it may be prudent for other members within the LANE Team to communicate directly with their counterparts at VDOT. This will be directed and authorized in advance by Mr. Terry and the VDOT Project Manager.

Likewise, there have been no revisions made to the narrative describing the functional relationships among participants for the organizational chart.

There are no changes from Section 3.3.2 of the SOQ submitted to VDOT and dated December 15, 2016



4.2.2 Conceptual Roadway Plans

The Conceptual Roadway Plans showing the general Project layout are included in Volume II. They include copies of (a) plan view indicating the number of lanes specified in the RFP Information Package, and (b) typical sections of the proposed improvements to I-64. The Conceptual Roadway Plans meet the requirements of the Design Criteria Table (Attachment 2.2 of Part 2) and indicate that the limits of construction are within the existing/proposed right-of- way limits shown in the RFP Conceptual Plans.

4.2.3 Conceptual Bridge Plans

The Conceptual Bridge Plans showing the type, size and location for the proposed widened bridge are included in Volume II (RFP Section 4.2.3). Copies of an elevation view, transverse section, and abutment and pier configurations have been provided. The Conceptual Bridge Plans meet all applicable geometric requirements of VDOT’s Structure and Bridge Manual, in Volume V, Part 2.

4.2.4 Proposal Schedule and Narrative

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

4.2.4.1 Proposal Schedule

The Proposal Schedule is located in Volume II.

4.2.4.2 Proposal Schedule Narrative

The LANE Team has developed a Proposal Schedule Narrative for our overall plan to execute the Work. The narrative includes overall sequencing of Project, a description and explanation of the Critical Path, LANE Team’s proposed means and methods, and other key assumptions on which the Proposal Schedule is based. The narrative also explains how the LANE Team plans to optimize the benefits of the D-B delivery method to mitigate known risks, conform to the RFP requirements including MOT restrictions, minimize impacts of construction activities on the environment, and deliver the Project safely and on-time.

Key Milestone The LANE Team is committed to the Final Completion date of August 22, 2019. The table below identifies Key Milestone dates, which in order to be met, will require coordination not only between the D-B Team, and VDOT but also other reviewing agencies (FHWA, USFWS, etc.). Post award, the LANE Team will implement our assertive D-B approach, local experience, and relationships to potentially improve these dates to meet the Early Completion of May 24, 2019.



Key Milestone Milestone Date

Proposal Due Date June 20, 2017

Notice of Intent to Award June 26, 2017

CTB Approval / Notice to Award July 19, 2017

Design-Build Contract Execution August 16, 2017

NTP August 28, 2017

Scope Validation Period Complete December 25, 2017

Start of Construction April 19, 2018

Early Completion / “No Excuse” Incentive May 24, 2019

Final Completion Date August 22, 2019 Work Breakdown Structure (WBS)

The WBS is a multi-level, hierarchical arrangement of the work to be performed on the Project. The LANE Team has laid out the WBS to break down the major phases of the Project by Project Element and type of work. The type of work has been broken down by phases, areas and respective components such as Milestones, Project Management, Scope Validation, Environmental/Permitting, ROW, Design, Public Involvement, Utility Relocation, and Construction. The WBS areas for the Project have been developed as a collaborative effort between the design and construction teams by evaluating the components of the Project as a single Project including type of work along the alignments design considerations, and management of the construction efforts.

Proj

ect

Admin

Design

Scope Validation Letter

Early Design Early Design Deliverables

Final Design Final Design Plans

Permit Permits

Procurement

Construction

Phase 1 Meadow Rd Overpass

Phase 2

Bridge B-624/B-625

Weight Station

Phase 3

Bridge B-624/B-625

Weight Station



Levels 2, 3, and 4 of the WBS as depicted in the Proposal Schedule include but are not limited to the following items for the respective Project components:

• Administration: includes the contract milestones, the start and completion milestones of major project components, and monitoring of project durations.

• Design: includes the development of all design plans, scope validation, utility, permit, ROW acquisition, QA/QC plans, construction plans, etc.

• Procurement: includes the procurement and fabrication of girders and piles for the Project. • Construction: includes the entire construction scope of the Project, which includes but not limited to:

MOT, erosion & sediment controls, QA/QC, storm water management, drainage, lighting, ITS, phasing, bridge construction, mill-and-overlay paving, sound barrier wall, and roadway construction.

Calendars

The LANE Team uses five different calendars to represent a variety of work scenarios:

• “Calendar Days” – Based on seven days per week and is used for review periods and milestones. • “5 Days / Week Holiday” – Based on five working days per week and includes standard holidays. Used

for design activities and work not impacted by adverse weather and holiday restrictions. • “5 Days / Week with Weather & Holidays” – Based on five working days per week, specified holiday

restrictions, and anticipated weather days. Used for construction activities. • “5 Days / Week Paving” – Based on the “5 Days with Weather & Holidays” with non-working periods

from December through February. Used for asphalt paving activities. • “5 Days / Week Final Paving” – Based on the “5 Days with Weather & Holidays” with non-working

periods from December through April. Used for mill-and-overlay and final asphalt paving activities.

For weather analysis, the LANE Team has reviewed the weather data (January 2012 to December 2016) provided by NOAA observation center at Richmond International Airport, VA. Using on 0.1 inch of participation per day as the threshold for weather impact and taking into consideration of weekends, the LANE Team Schedule accounts the following number of weather days each month:

Month Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec

Anticipated Weather

Days 4 5 5 4 4 6 6 4 4 3 3 5

The LANE Team will observe the New Year, Memorial Day, 4th of July, Labor Day, Thanksgiving and Christmas holidays from 2017 to 2019, and marks these dates as non-work days in the schedule.

Activity Identification

The LANE Team is proposing a smart activity identification system in the Proposal Schedule, in which a unique alphanumeric is utilized. Each activity identification is broken down into five parts: Phase of Work, Work Area, Sub-Location, and Unique Identifier, described in detail below:



As an example is C 000 - 2680.

Type of Work Phasing Sub-Stage Unique Identifier Types of work for the project with the abbreviations

Construction phasing of the Project with the abbreviations:

Stage of construction for Bridge B-624/B-625

The last four digits in the activity identification structure are numeric increments starting with 1000, and incremented in steps of 10. This is done to leave ample room between activities so that additional activities may be inserted as necessary.

A = Administration 000 = Project A = Stage 1 D = Design 101, 102, etc… =

Phase 1 Area 1, Phase 1 Area 2 etc.

B = Stage 2

P = Procurement 201, 202, etc… = Phase 2 Area 1, Phase 2 Area 2, etc.

C = Stage 3 C = Construction

Plan and Strategy

The LANE Team has developed a comprehensive MOT/phasing plan to complete the Project in a timely manner. This MOT plan constructs the Project in three phases, and incorporates the bridge widening and retrofitting work seamlessly with roadway operations. The Team’s key strategy for the design and construction is transparency between LANE and VDOT.

Design

As indicated in the Design section of the Schedule, we have broken down the design into several deliverable packages based upon the design effort put forth during the RFP design phase. The design packages will consist of the following E&S/SWPPP & MOT/SOC; Roadway, Traffic, ITS & Lighting; Bridge and Structures; separate geotechnical reports for Pavement /Earthwork and Structures/Foundations; Hydrologic & Hydraulic Analysis Report. This allows the Team to “fast track” the design review process making each package discipline specific to avoid delays from other discipline reviews. Each package will progress in the following order:

1. Interdisciplinary coordination/VDOT over-the-shoulder review; 2. 90% submittal; 3. VDOT Review; 4. Approved for Construction (AFC) plans; 5. Final VDOT review with minor adjustments based on VDOT comments; 6. Release AFC by VDOT.

A key aspect to this approach is initiating field investigations upon notice to proceed to provide the required windows for geotechnical reports and permits.

Environmental /Permitting The schedule includes line items for development of SWPPP, JPA, and the VSMP approvals. The beginning of construction is tied to the VPDES and VSMP permits. Again, initiating field investigations and building upon the design work completed during the RFP our Team will work to eliminate impacts and coordinate with approving agencies to mitigate environmental impacts to streamline the approval process.

ROW Acquisition ROW acquisition will be performed in accordance with state law and VDOT requirements. The initiation of the ROW Acquisition phase is dependent on the Approval of the Acquisition and Relocation Plan and obtaining the Notice to Commence Acquisition from VDOT.



Utility Relocation The LANE Team developed a utility matrix to evaluate the potential utility conflicts in the Project. Based on the result, the LANE Team has adjusted the design to mitigate the conflicts as much as possible. The Proposal Schedule incorporates utility relocation activities necessary to clear existing utilities from the work areas.

Construction

The LANE Team’s phases of construction on which this schedule is based, has been developed to mitigate impacts to the traveling public, delays to construction and ultimately, to facilitate successful completion of the project. Some potential delays include (but not limited to): utility relocation, environmental impacts, and right of way acquisition.

Public Involvement / Public Relations

In developing the schedule and construction sequences, the LANE Team put public safety first and included measures to limit disruptions to vehicular and pedestrian traffic. In collaboration with VDOT, the LANE Team will develop and utilize a paid advertising and marketing plan (AMP) per RFP Part 2 Section 2.12. Following the Notice to Proceed and during the Scope Validation Period, LANE will write the AMP for final review and approval from VDOT. It will guide Public Involvement activity throughout the Project, from start of construction to project completion.

Sequence of Construction

The LANE Team will follow the MOT/phasing plan developed for this Project (refer to the Conceptual Roadway Plans) and will construct the Project in three phases:

• Phase 1: Involves the mill-and-overlay the existing roadway and the removal of the existing rumble strip on the outside shoulder on I-64. The scope of work also includes tree clearance on the outside shoulder. Following the tree clearance, the LANE Team will install the proposed ITS conduits and structure foundation located on the outside shoulder of I-64.

• Phase 2: Upon completion of roadway work on I-64, traffic will shift towards the outside shoulder and the widening of I-64 in the median will begin. Work in this Phase includes the installation of MOT and temporary barrier wall, partial demolition of the existing roadway, earth work, drainage, subbase, asphalt paving, and other roadway work. The Team will construct the modification of the existing box culvert and pedestrian tunnel work in the median. The new cross-over will also be constructed before removing the existing one.

o Bridge B624 and B625: Construction of the inside widening of the bridges will be concurrent with the roadway widening. This allows for continuous flow of traffic through the existing bridges. The scope of bridge work includes the partial demolition of the existing bridge deck, installation of SOE, construction of bridge substructure and superstructure, and approach slab. The substructure of the existing bridges will also be repaired.

• Phase 3: Completing the Phase 2 roadway and bridge widening work allows the traffic to shift towards the inside lane on the roadway and starts the construction of the proposed sound barriers. At same time, the traffic will shift off the existing bridge deck which allows the remaining work on the existing bridges to be complete. This work includes the removal and replacement of the existing bridge deck, girders, bearing pads, and approach slab. The LANE Team will also install the remaining ITS structure, lighting, and signage, as well as final paving and striping, and mill-and-overlay.

o Weight Station: The existing acceleration and deceleration lanes for the weight station will be extended. The scope of work includes MOT, demolition of existing roadway, earth work, asphalt paving, guard rail, and lighting.

Critical Path

The design critical path that will allow construction to begin is achieving approval of the environmental permits need for the project include Erosion and Sediment Control (E&S), Virginia Stormwater Management Permit



(VSMP), and the USACE Joint Permit Application (JPA). For this reason, we have divided design activities into separate plan packages and progressed design activities for E&S, SWPPP, and MOT/SOC to secure the necessary permits and advance construction activities. Upon notice to proceed, work will begin to identify the limits of disturbance and wetland impacts, to advance the E&S plans so that the JPA process can begin. The MOT/SOC plans are included with this early submittal so that clearing and grading can begin as soon as the JPA and VSMP permits are approved.

Upon receipt of the JPA and VSMP permit, the Critical Path will switch to the construction phase, which starts with Phase 1 installation E&S and clearing of trees. This is followed by the ITS work on the shoulder. Phase 2 starts upon completion of Phase 1. The LANE Team will install MOT and switch traffic. This followed by the partial demolition of the existing roadway, then earth work, drainage, and subbase. The asphalt paving will start after the winter shut-down. Phase 2 will finish with guardrail construction. Phase 3 construction will start install MOT and switch traffic. The Critical Path will follow the superstructure replacement of Bridge B-624 and B-625, which includes removal and replacement of existing bridge deck and girders. Phase 3 will end with constructing the roadway tie-in to the bridges. Phase 3 completion will drive the Punch List work and the Final Completion of the Project.

Key Assumptions

The LANE Team made the following key assumptions on which our Representative Schedule is based:

• Effective partnering and coordination efforts between the LANE Team, VDOT, the County, the adjacent active contract, and all the stakeholders.

• Permit /TOY Restriction – Based upon our review of the environmental documents provided in the RFP we do not anticipate any TOY restrictions.

• Utility Relocation – Based upon our initial design work we have not identified any time sensitive utility relocations. Protecting existing utilities in place, minor service connections for ITS and lighting, and the communications and electrical conduits associated with the pedestrian tunnel will be absorbed in the normal work schedule of activities.

• ROW Acquisition – Since the three drainage easements identified in the RFP are still being cleared through the environmental approval process, our Team has separated the Right-of-Way plan package in the schedule. This will mitigate any lag time in the environmental process from impacting the deliverable schedule.

Conclusion

LANE has developed a Proposal Schedule and Proposal Schedule Narrative that demonstrates our understanding of the complexities and interrelationships of the technical elements of the Project. Additionally, our Proposal Schedule accounts for: internal plan reviews, VDOT plan reviews and approvals, environmental permitting, right of way acquisitions, utility relocations, and construction activities.

The LANE Team is committed to develop an accurate and robust Baseline Schedule to better serve VDOT, stakeholders, and the traveling public. Once we have notice to proceed and the final design process begins, all team members will actively work to make this project more efficient, high quality and award winning.

Appendix

Attachment 4.0.1.1 Letter of Subm

ittal and Attachments Checklist

ATTACHMENT 4.0.1.1 I-64 WIDENING EXIT 200 TO 205, CONTRACT ID NO. C00107458DB95

LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST

1 of 2

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 Appendix

Acknowledgement of RFP, Revisions, and/or Addenda

Attachment 3.6 (Form C-78-

RFP)

Sections 3.6, 4.0.1.1 Appendix

Letter of Submittal NA Sections 4.1 Pages 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 2 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 2 Final Completion Date NA Section 4.1.6 2

Proposal Payment Agreement or Waiver of Proposal Payment Attachment 9.3.1 or 9.3.2 Section 4.1.7 Appendix

Certification Regarding Debarment Forms

Attachment 11.8.6(a)

Attachment 11.8.6(b)

Section 4.1.8 Appendix

Written statement of percent DBE participation NA Section 4.1.9 2

ATTACHMENT 4.0.1.1 I-64 WIDENING EXIT 200 TO 205, CONTRACT ID NO. C00107458DB95

LETTER OF SUBMITTAL AND ATTACHMENTS CHECKLIST

2 of 2

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

Reference Attachments to the Letter of Submittal NA Section 4.2 Pages 3-10

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 4

Revised narrative when organizational chart includes updates since the SOQ submittal NA Section 4.2.1 3

Conceptual Roadway Plans – Plan View NA Section 4.2.2 Volume II Conceptual Roadway Plans – Typical Sections NA Section 4.2.2 Volume II Conceptual Structural Plans – Elevation View NA Section 4.2.3 Volume II Conceptual Structural Plans – Transverse Section NA Section 4.2.3 Volume II Conceptual Structural Plans – Abutment and Pier Configurations NA Section 4.2.3 Volume II

Proposal Schedule NA Section 4.2.4 Pages 5-10

Proposal Schedule NA Section 4.2.4.1 Volume II Proposal Schedule Narrative NA Section 4.2.4.2 5-10 Proposal Schedule in electronic format (CD-ROM) NA Section 4.2.4 CD-ROM

Attachment 3.6 Form

C-78-RFP

Attachment 9.3.1 Proposal Paym

ent Agreement

Attachment 11.8.6 (a) Debarm

ent Forms – Prim

ary Covered Transactions

Attachment 11.8.6 (b) Debarm

ent Forms – Lower Tier Covered Transactions

The Lane Construction Corporation14500 Avion Parkway

Suite 200

Chantilly, VA 20151

Tel: (703) 222-5670

www.laneconstruct.com

Letter of Submittal and Attachments (Volume II)

I-64 Widening Exit 200 to 205 From Interstate 295 to Exit 205 (Bottom’s Bridge)Henrico and New Kent Counties, Virginia

State Project No.: 0064-043-602Federal Project No.: NHPP-064-3 (499)Contract ID Number: C00107458DB95

submitted to:

Virginia Department of Transportation

submitted by:

The Lane Construction Corporation in association with:

WSP USA Inc.

>>ORIGINAL

4.2.2 Conceptual Roadway Plans

TYPICAL SECTIONS I-64

BL

POINT OF FINISHED GRADE

MATCH EXISTING SLOPESLOPE

EXISTING

MATCH

CONST. ALIGNMENT

CL

SAWCUT LINE

PAVED SHLDR. W/ UD-4

VARIES

LIMITS, SEE CROSS SECTIONS FOR DETAIL

THE EBL AND WBL THROUGHOUT THE PROJECT

SLOPES, ELEVATIONS, AND WIDTHS VARY BETWEEN

RUMBLE STRIPS

RUMBLE STRIPS

*

NOTES

*

1'

ADDITIONAL EASEMENTS FOR UTILITY

RELOCATIONS MAY BE REQUIRED

BEYOND THE PROPOSED RIGHT- OF-

WAY SHOWN ON THESE PLANS.

VAR. DITCH BOTTOM

AQUISITION OF RIGHT OF WAY.

CONSTRUCTION OR FOR THE

TO BE USED FOR ANY TYPE OF

AND UNAPPROVED. THEY ARE NOT

THESE PLANS ARE UNFINISHED

10' Min.

-2%

PAVEMENT INTACT AND UNDAMAGED.

PAVEMENT MARKING AND LEAVE UNDERLYING CONCRETE

PERFORM SAW CUT IN ASPHALT CONCRETE 1' FROM

NOT TO SCALE

INSET A

SEE INSET A

567

8

12

3

4

2

3

4

5

6

7

8

SMA-12.5 (64E-22)

2.0" Asphalt Concrete Surface Course,

SMA-19.0 (64E-22)

2.0" Asphalt Concrete Intermediate Course,

BM-25.0D+0.4

9.0" Asphalt Concrete Base Course,

Type I, Size No. 21B

6.0" Aggregate Base Material,

SMA-12.5D


IM-19.0D


BM-25.0D


(Connect To UD-4)



2A

2A

BL


MATCH EXISTING SLOPE

WIDTH AND NO. OF LANES VARIES

2" MILLING AND OVERLAY

SLOPE

EXISTING

MATCH

CONST. ALIGNMENT

CL

SAWCUT LINE


VARIES




12' 4'

RUMBLE STRIPS

RUMBLE STRIPS

*6:1 &

VAR.

1'

VAR. DITCH BOTTOM

10' Min.

-2%SEE INSET A

VARIES 24' TO 12'

1000' TAPER

1

PAVEMENT DESIGN (ROADWAY & SHOULDER)

TOSTATION STATION

TO1437+01.34 1457+14.42

TOSTATION STATION

TO1427+01.34 1437+01.34

1.

A 2:1 MAX.

THE HIGH SIDE SLOPE WILL BE VARIABLE WITH

4:1 TO 6:1 WITH 6:1 BEING IDEAL IN MOST LOCATIONS.

LOW SIDE (EBL OR WBL) SLOPE WILL RANGE FROM

WHERE GUARDRAIL IS REQUIRED

EXTEND INSIDE SHOULDER 4 FEET ADDITIONAL

GUARDRAIL TO BE BASED ON LENGTH OF NEED.

CONST.I-64 EBL

CONST.I-64 EBL


SLOPE

EXISTING

MATCH

BL

SLOPE

EXISTING

MATCH

RUMBLE STRIPS

CONST.I-64 WBL

OF ENTIRE SHOULDER2" MILLING AND OVERLAY

4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)


SLOPE

EXISTING

MATCH

BL

SLOPE

EXISTING

MATCH

RUMBLE STRIPS

CONST.I-64 WBL


4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT) WIDTH AND NO. OF LANES VARIES






(I-64 EB - ALL 4 LANES SHIFT WITH 12' INSIDE WIDENING OVER 1000')



TOTAL SHLDR.

ST'D GS-11

VAR.

6:1 &

0'-12' 4'

TOTAL SHLDR.

-2%ST'D GS-11

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

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

PROJECT MANAGER

(TECHNICAL DISCIPLINE)

(Location), Virginia

VDOT (Division) or Co. Name




0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

12:5413-JUN-2017\\PWICS\ics_workingdir\3264\213077_88\d10745802A.dgn

JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)

WSP USA (757) 466-1732


CONST. ALIGNMENT

CL

BL


SLOPE

EXISTING

MATCH

SAWCUT LINE



SLOPE

EXISTING

MATCH

BL

SAWCUT LINE

PROJECT LIMITS, SEE CROSS SECTIONS FOR DETAIL

SLOPES, ELEVATIONS, AND WIDTHS VARY THROUGHOUT THE

SLOPE

EXISTING

MATCH SLOPE

EXISTING

MATCH

2:1 MAX. 2:1 MA

X.


4'12' 12' 4'

LOW SIDE WHERE POSSIBLERUMBLE STRIPSRUMBLE STRIPS

34' CLEARZONE

RUMBLE STRIPSRUMBLE STRIPS

0' TO 12', IN SHIFT AREA

* *6:1 & VAR. 6

:1 & V

AR.

NOTES

*

1'

1'





VAR. DITCH BOTTOM






10' Min.

10' Min.

[TANGENT SECTIONS]

-2%

-2%

CURVE SECTIONS BETWEEN THIS STATIONING

SEE SHEET 2C FOR TYPICALS OF




NOT TO SCALE

INSET A

SEE INSET A

SEE INSET B

56

7

8

12

3

4

5 67

8

12

3

4

INSET B

2

3

4

5

6

7

8

SMA-12.5 (64E-22)


SMA-19.0 (64E-22)


BM-25.0D+0.4




SMA-12.5D


IM-19.0D


BM-25.0D


(Connect To UD-4)



2B

2B

1


TOSTATION STATION

1.

A 2:1 MAX.









2" MILLING AND OVERLAY 2" MILLING AND OVERLAY



CONST.I-64 EBL

CONST.I-64 WBL

TOTAL SHLDR.

TOTAL SHLDR.

ST'D GS-11

ST'D GS-11

TO1457+14.42 1597+78.46

-2% ST'D GS-11-2%

ST'D GS-11

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_42\d10745802B.dgn


WSP USA (757) 466-1732











CONST. ALIGNMENT

CL

BL BL

10' Min.

SAWCUT LINE

1'

RUMBLE STRIPS



2:1 MAX.

2:1 MAX.*6:1 & VAR.

6:1 & VAR.*

VAR. DITCH BOTTOM

SAWCUT LINE

1'

RUMBLE STRIPS

RUMBLE STRIPS

SUPERELEVATION

USE CORRECT SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

12' 10' MIN.

4'4'



12'

(SEE NOTE 2)

TANGENT SECTIONS BETWEEN THIS STATIONING

SEE SHEET 2B FOR TYPICAL OF

[CURVE SECTIONS]

CURVE TO RIGHT

CONST. ALIGNMENT

CL

BLBL

[CURVE SECTIONS]

10' Min.

SAWCUT LINE

1'

RUMBLE STRIPSRUMBLE STRIPS



2:1 MAX. 2:1 M

AX.*

6:1 &

VAR.

6:1 & VAR.*VAR. DITCH BOTTOM

SAWCUT LINE

1'

RUMBLE STRIPS

RUMBLE STRIPS

SUPERELEVATIONUSE CORRECT

SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

12'10' MIN.

4'4'



12'

(SEE NOTE 2)

CURVE TO LEFT

TANGENT SECTIONS BETWEEN THIS STATIONING

SEE SHEET 2B FOR TYPICAL OF

NOTES

*

2.

1.




SEE DESIGN EXCEPTION FOR MORE INFORMATION

REGARDING SUPERELEVATION IN CURVES



THE HIGH SIDE SLOPE WILL BE VARIABLE WITH A

2:1 MAX.




NOT TO SCALE

56

7

8

12

3

56

7

8

123

4

INSET A

4

RUMBLE STRIPS

SEE INSET B

SEE INSET A

SEE INSET A

(Connect To UD-4)



2

3

4

5

6

7

8

BM-25.0D


IM-19.0D


SMA-12.5D




BM-25.0D+0.4


SMA-19.0 (64E-22)


SMA-12.5 (64E-22)

2.0" Asphalt Concrete Surface Course, 1


TOSTATION STATION

TO1457+14.42 1597+78.46

TO STATIONSTATION

TO1457+14.42 1597+78.46

2C

2C







CONST.I-64 WBL CONST.

I-64 EBL

CONST.I-64 EBLCONST.

I-64 WBL







POINT OF ROTATIONPOINT OF FINISHED GRADE




STD. GS-11STD. GS-11

TOTAL SHLDR.

TOTAL SHLDR.

STD. GS-11

STD. GS-11SUPERELEVATIONUSE CORRECT

SEE INSET B

STD. GS-11

SLOPE

MATCH EXISTING STD. GS-11

TOTAL SHLDR.

TOTAL SHLDR.

INSET B

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_41\d10745802C.dgn


WSP USA (757) 466-1732


CONST. ALIGNMENT

CL

VARI

ES





SLOPE

EXISTING

MATCH

BL

SAWCUT LINE

SLOPE

EXISTING

MATCH


4'12'

RUMBLE STRIPSSTRIPS

RUMBLE

NOTES

*6:1 & VAR.

*

1'

WBL & EBL

ACCEL & DECEL LANES





VAR. DITCH BOTTOM






10' Min.

-2%

4 : 1




SAWCUT LINE

NOTE: MILL AND OVERLAY EXISTING RAMPS TO GORE AREA.

CS-4


EXTEND OUTSIDE SHOULDER 4 FEET ADDITIONAL


NOT TO SCALE

INSET A

56

7

8

12

3

4

2

3

4

5

6

7

8

3

4

SMA-12.5 (64E-22)


SMA-19.0 (64E-22)


BM-25.0D+0.4




SMA-12.5D


IM-19.0D


BM-25.0D


INSET B

56

7

8

12

SEE INSET A

SEE INSET B

(Connect To UD-4)




1

TOSTATION STATION

TO1597+78.46 1609+77.46

12.0'

10.0' 12.0'

1'

EXIST. PAVE.

A 2:1 MAX.






GUARDRAIL TO BE BASED ON LENGTH OF NEED. 1.

SLOPE

EXISTING

MATCH

CONST.I-64 WBL




BL

CONST.I-64 WBL

CONST. ALIGNMENT

CL

2D

2D

STA. 1465+09.99 TO STA. 1475+76.36 WBL (ON RAMP)

STA. 1501+51.36 TO STA. 1507+98.43 WBL (OFF RAMP)

STA. 1474+37.45 TO STA. 1480+76.08 EBL (OFF RAMP)

STA. 1504+77.36 TO STA. 1517+42.46 EBL (ON RAMP)


SLOPE

EXISTING

MATCH

BL

SLOPE

EXISTING

MATCH

RUMBLE STRIPS

CONST.I-64 EBL




TOTAL SHLDR.

STD. GS11


TOTAL SHLDR.


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_44\d10745802D.dgn


WSP USA (757) 466-1732

TYPICAL SECTIONS I-64ADDITIONAL EASEMENTS FOR UTILITY









CONST. ALIGNMENT

CL

BL

10' Min.

SAWCUT LINE

1'

RUMBLE STRIPS



2:1 MAX.

2:1 MAX.*6:1 & VAR.

6:1 & VAR.*

VAR. DITCH BOTTOM

SAWCUT LINE

1'

RUMBLE STRIPS

RUMBLE STRIPS

10' Min.

4'

4'



CURVE TO RIGHT

NOTES

*




SEE DESIGN EXCEPTION FOR MORE INFORMATION

REGARDING SUPERELEVATION IN CURVES



THE HIGH SIDE SLOPE WILL BE VARIABLE WITH A

2:1 MAX.




NOT TO SCALE

INSET A

56

7

8

12

35

6

7

8

12

3

4

INSET B

4

SEE INSET B

SEE INSET A

(Connect To UD-4)



2

3

4

5

6

7

8

BM-25.0D


IM-19.0D


SMA-12.5D




BM-25.0D+0.4


SMA-19.0 (64E-22)


SMA-12.5 (64E-22)


2%2%

BL

2% 2%

CONST. ALIGNMENT

CL

BL

14' Min.

SAWCUT LINE

1'

RUMBLE STRIPS



2:1 M

AX.2:1 MAX.*

6:1 & VAR.6:1 & V

AR.*

VAR. DITCH BOTTOMSAWCUT LINE

1'

RUMBLE STRIPS

RUMBLE STRIPS

14' Min.



CURVE TO RIGHT

RUMBLE STRIPS

SEE INSET BSEE INSET A

BL


2:1 M

AX.

6:1 & V

AR.*

SAWCUT LINE

1'

RUMBLE STRIPS


14' MIN.

10'

SEE INSET A

VAR. DITCH BOTTOMDRAINAGE

MAINTAIN POSITIVE

VAR. SUBBASE MAT'L DEPTH

GUARDRAIL IS REQUIRED 4 FEET ADDITIONAL WHEREEXTEND OUTSIDE SHOULDER

ON LENGTH OF NEED. GUARDRAIL TO BE BASED

6:1 &

VAR.

2%

3.6% MAX

3.6% MAX4.3% MAX4.3% MAX

RUMBLE STRIPS

[SUPERELVATED SECTION] [SUPERELVATED SECTION]

[CROWN SHIFT SECTION]

[CROWN SHIFT SECTION]

[REVERSE CROWN SECTION]

FINISHED GRADE

POINT OF EXISTING CROWM

7' MAXEXISTING CROWN

7' MAX

FINISHED GRADE

POINT OF

2E

2E

TO STATIONSTATION

TO1562+56.38 1570+50.28

TO STATIONSTATION

TO1563+50.00 1568+36.68

TO1550+26.70 1556+50.83

TO STATIONSTATION

TO1556+50.83 1563+50.00

TO STATIONSTATION

TO STATIONSTATION

TO1550+26.87 1562+56.38

1


10' to 13.17'

10' to 13.17'

2.

1.

CONST. I-64 WBL

CONST.I-64 EBL

CONST.I-64 WBL

CONST.I-64 EBL

OF ENTIRE SHOULDER 2" MILLING AND OVERLAY







OVERLAY OF ENTIRE SHOULDER2" MILLING AND VARIABLE DEPTH



DEPTH OVERLAY2" MILLING AND VARIABLE




TOTAL SHLDR.

TOTAL SHLDR.


TOTAL SHLDR.

ST'D GS-11

ST'D GS-11

ST'D GS-11

ST'D GS-11

ST'D GS-11

12' to 19'+/- 12' to 19'+/-

12' to 19'+/- 12' to 19'+/-

12' to 19'+/-

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

12:5413-JUN-2017\\PWICS\ics_workingdir\3264\213077_60\d10745802E.dgn


WSP USA (757) 466-1732

Ditch

Wet

Weather

Disipator

Energy

Cherry

4"

Cedar

6"

Sign Post in Conc.0.5' x 0.3' Metal

Rap

Rip

Inv. Out = 137.97Inv. In = 138.72In Pl. 18" CMP

PondD

etentio

n

Rap

Rip

In Pl. FESInv. Out = 137.91Inv. In = 138.14In Pl. 15" Conc. PipeIn Pl. FES

In Pl. FESInv. Out = 133.88Inv. In = 134.33In Pl. 18" Conc. PipeIn Pl. FES

Inv. Out =

133.95

In Pl. 2

4" Conc. Pipe

Rim =

137.95In P

l. DI

"Tee" In

tersecti

on To

Box Culvert

Inv. Out =

133.43

In Pl. 14

4.4'-24

" Conc. Pip

e

Inv. In

= 133.7

8Rim =

137.43In P

l. DI

Asphalt

Wet Weather Ditch

Asphalt Shoulder

Asphalt Shoulder

Grass

Grass

Grass

Site

Cell Tower

Gravel

Tank

Asphalt

Plastic Delineators Posts

Gate

Metal Sig

nMetal Sig

n

Metal Sig

n

Metal Sign

Twin 8" Oak

8' Chain Link Fence

Gums

6-Sweet

NOT HELD for

right-of-way purp

osesNote: "**

" denotes existing

monumentation

Inv. O

ut

= 12

6.8

6Flared End Section

In Pl. 114.5' - 42"

RCP

Inv. In =

134.2

7Flared End Section

In Pl. 110.6'-42"

RCP

Inv. O

ut

= 13

2.3

8In

v. In =

132.4

4Top =

136.8

3(B)

Yard Inlet In

Media

n

In Pl. 17

4.5'-42"

RCP

Inv. O

ut

= 13

1.06

Inv. In =

131.18

Top =

137.3

3(A)

Yard Inlet In

Media

n

In Pl. 218.8'-42"

RCP

Inv. O

ut

= 12

9.0

4In

v. In =

129.17

Top =

135.0

4Yard Inlet In

Media

n

Inv. O

ut

= 12

6.0

9Flared End Section

In Pl. 18

0.8'-42"

RCP

Inv. O

ut

= 13

1.80

Inv. In =

131.82

Top =

138.2

1

(A)

Grate Inlet In

Media

n

In Pl. 16

1.7'-30"

RCP

Inv. O

ut

= 12

8.3

6In

v. In =

128.4

3Top =

134.5

6(B)

Yard Inlet In

Media

n

In Pl. 10

4.7'-30"

RCP

Inv. O

ut

= 13

1.70

Top =

135.3

4Yard Inlet In

Media

n

In Pl. 14

2.4'-30"

RCP

Inv. O

ut

= 13

0.11

Inv. In =

130.2

2Top =

134.9

3(A)

Yard Inlet In

Media

n

Conc. Slab55" X 60"

Project # 0095-043-105, RW203

Ex. Variable R/W Per VDOT

SlabConc.

SlabConc.

SlabConc.

SlabConc.

69.0

1'R

M-2

+43.2

0

88.7

9'

RM-2

+47.7

9

Project # 0095-043-105, RW203


92.12'

IP

+28.5

0

216.9

9'

IP

+42.6

7 204.15'

IP

+37.9

6

RM-2

+75.8

8

Flow Inv. = 127.86Top = 134.43Yard Inlet

Flow Inv. = 126.83Top = 133.93Yard Inlet

(C) In

v. O

ut

= 12

6.7

7(B) In

v. O

ut

= 12

6.7

8(A) In

v. O

ut

= 12

6.8

2Top =

133.4

0Conc. H

ead

wall

Asphalt

AsphaltAsphalt

AsphaltAsphalt

AsphaltAsphalt

4' Woven Wire Fence

4' Woven Wi

re Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Conc. V-Ditch

(B)

Guardrail

GuardrailAsphalt

(A)

(B)

(C)

(A)

(A)

(B)

2-4" Cedars

Asphalt Shoulder

Asphalt Shoulder

Asphalt ShoulderAsphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Exist. L/A Line

Exist. L/A Line

Exist. L/A Line

Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203

Exist. L/A Line

Ex. Variab

le R/W Pe

r VDOT Pr

oject # 00

95-043-105

, RW203

Cedar

Small C

edars Cedar

Grass

Grass

Grass

Grass

Access Ramp

Grass

Grass

Grass

Info. Sig

n Posts (2)

Access Ramp

Planted Field

D.B. 2043, PG. 2005

29564 ASSOCIATES

(S74°22'41"E 857.22')

(S74°22'23"E 359.42')

COOKE PROPERTIES, L.L.C.

183.518 Ac.

D.B. 2566, PG. 1714

P.B. 84, PG. 244

P.B. 84, PG. 244

20.491 Ac.

(N65°10'11"W 96.16')

(N81°21'57"W

638.96')

(N63°52'19"W 475.80')

((N69°21'47"W 464.98')

6" Cherry6" Cherry

6" Cherry

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

In Pl.

Underdrain

Asphalt Sho

ulder

N65°07'36"W 96.15'

S74°21'16"E 359.37'

Asphalt Shoulder

Inv. O

ut

= 119.9

8In

v. In =

121.18

In Pl. 15" R

CP

Woods

Woods

Woods

Overhead Sig

n

Mixed Pines And Hardwoods

Mixed Pines A

nd Hardwoods

E

E

E

E

EEHH

EHH

T

T

T

T

T

T

(SIG)

Camera Pole #430407FOHH

THH

TPED #2630-OWTHH

EHH

FOHH

FOHH, Fiber Marker

EHH, Elec. Ped. #NN26

Elec. Box

23.8

4

17.9

1

21.97

27.16

EH

HEH

H

E

E

EE

HH

E

EOI

PP (N

o #)

E

EE

E

EH

H

001

I-64 WBL CONST. BL

CONSTRUCTION ALIGNMENT CL

I-64 EBL CONST. BL

STATION 1396+55.15

I-64 CONSTRUCTION CENTERLINE

BEGIN CONSTRUCTION

OUTLET PROTECTION

EASEMENT

DRAINAGE

PERMANENT

ex3-1

ex3-2

ex3-3

ex3-4

ex3-6

ex3-5

ex3-7

ex3-8

ex4-4

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale BMP: Grassed Swale

BMP: Grassed Swale

SWM-6

SWM-10SWM-11 SWM-12

SWM-13

SWM-4

SWM-5

SWM-1

SWM-2

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

13:3713-JUN-2017E:\ics_workingdir\1260\213077_11\d10745803.dgn


WSP USA (757) 466-1732

C

C

PAVED SHOULDER

PROP LIGHT & JB

LIMITS OF CLEARING

SWM AREAS

EXISTING CCTV

CCTV

LIMITS IN CUTS

DENOTES CONSTRUCTION

LIMITS IN FILLS


LEGEND:

FULL DEPTH PAVEMENT

CROSSOVER PAVEMENT

C

F

(TYPE I)ROCK CHECK DAM

TRAVEL LANESMILL & OVERLAY

PAVED SHOULDERMILL & OVERLAY

EXISTING PAVEMENTDEMOLITION OF

12' LANE

WETLAND BOUNDARY

C

1386

1387

1388

1389

1390

3386

3387

3388

3389

3390

Electric: Dominion Virginia Power

Gas: Virginia Natural Gas (VNG)

Sanitry: Henrico County DPU

New Kent County Public Works

Telephone: Verizon

UTILITY OWNERS:

Traffic: Virginia Department of Transportation

T.V. : Comcast

Cox Communications

Water: Henrico County DPU


Dominion Virginia Power Transmission

Curve 64_CL_1

PI = 1397+86.86

T = 539.17'

L = 1,078.28'

R = 44,000.00'

1392+47.69PC =

PT = 1403+25.97

1393

1394

1395

1396

1397

1398

1399

1400

1401

1402

1403

1404

1405

1406

1407

PT

2393

2394

2395

2396

2397

2398

2399

2400

2401

2402

2403

2404

2405

2406

2407

3397

3398

3399

3400

3401

3402

3403

3404

3405

3406

3407

PT

PT

Curve 64_EB_1

PI = 3397+86.20

T = 538.48'

L = 1,076.91'

R = 43,944.00'

3392+47.72PC =

PT = 3403+24.63

Curve 64_WB_1

PI = 2397+87.50

T = 539.85'

L = 1,079.65'

R = 44,056.00'

2392+47.65PC =

PT = 2403+27.30

V = 70 MPH V = 70 MPH V = 70 MPH

MA

TC

H

LIN

E

ST

A

1407

+50

SH

EE

T

4

3A

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

0

SCALE

50' 100'3

3

Exist. CCTV


AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

Structure To Be Abandoned

Structure To Be Removed

Plugged & Filled

Pipe To Be Abandoned,

Pipe To Be Removed

Or Removed Pipe

Pay Limit For Abandoned


I-64 EBL CONST. BL

Mainline Profile

64_WB_1

64_CL_1

64_EB_1

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER




E:\ics_workingdir\1260\213077_28\d10745803A.dgn 13-JUN-2017 13:37

0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,

WSP | Parsons Brinckerhoff (757) 466-1732

0 FT 50 FT

0 FT

10 FT

3394+00.00 3395+00.00 3396+00.00 3397+00.00 3398+00.00 3399+00.00 3400+00.00 3401+00.00 3402+00.00 3403+00.00 3404+00.00 3405+00.00 3406+00.00 3407+00.00

139.6

8

139.5

1

139.3

9

139.3

1

139.2

5

139.19

139.2

1

139.2

7

139.3

6

139.4

8

139.6

4

139.8

7

140.15

140.4

2

140.6

8

140.9

8

141.27

141.56

141.81

142.13

142.4

7

142.7

7

143.0

5

143.3

5

143.6

4

143.8

9

144.15

EXISTING GRADE

2395+00.00 2396+00.00 2397+00.00 2398+00.00 2399+00.00 2400+00.00 2401+00.00 2402+00.00 2403+00.00 2404+00.00 2405+00.00 2406+00.00 2407+00.00

141.27

141.43

141.61

141.89

142.15

142.4

5

142.8

0

143.16

143.5

6

143.9

3

144.2

9

144.7

0

145.11

145.5

1

145.8

9

146.2

9

146.6

9

147.0

7

147.4

9

147.9

1

148.3

8

148.7

6

149.18

149.5

4

149.9

0

150.2

0

150.4

5

EXISTING GRADE

0.63 % (APPROX.)

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

3A

3A

90_

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

90_

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

MA

TC

H

LIN

E

ST

A 3407+5

0

EB

SH

EE

T 4

AM

AT

CH

LIN

E

ST

A 2407+5

0

WB

SH

EE

T 4

A

I-64 WB

I-64 EB

In Pl. 17

4.5'-42"

RCP

Inv. In =

136.16

Flared End Section

In Pl. 14

8.6'-42"

RCP

Inv. O

ut

= 13

3.3

3

Inv. In =

133.3

3

Top =

139.7

0

(B)

Grate Inlet In

Media

nIn Pl. 18

0.8'-42"

RCP

Inv. O

ut

= 13

1.80

Inv. In =

131.82

Top =

138.2

1

(A)

Grate Inlet In

Media

n

Metal Sig

n in Conc.

0.3' x 0.5'

Metal Sig

n in Conc.

0.4' x 1.1'

Metal Post in Conc.

0.4' x 1.1'

Project # 0095-043-10

5, RW203Ex. Variable R/W

Per VDOT

GarageCinderb

lock2 Bay

(Abandoned)

Dwelling1 Sty. W

ood Frame

ShedFrameWood

ShedFrameWood

90.3

0'

RM-2

+25.9

2

95.3

2'

RM-2 +4

6.0

9

PL

AN

D

CO

NS

TA

NC

E

MA

RY

WE

ST

BR

OO

K

J. J. W

ES

TB

RO

OK

93.3

8'

IP

+82.3

9

139.2

3'

IP

+90.7

9

105.9

5'

IP

+62.5

4

187.7

1'

IP

+50.3

5

141.80'

IP

+19.9

1

105.9

5'

IP

+62.5

4

156.6

5'

Pip

e +3

4.0

7

246.3

0'

IP

+01.34

104.9

9'

RM-2

+24.0

1

PL

PL

PL

Asphalt

Asphalt Asphalt

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

18"

Cherry

18"

Cherry

18"

Cherry

(A)

(B)

2-10"

Cedars

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Exist. L/A Line




Exist. L/A Line

Exist. L/A Line

Grass

Grass

Planted Field

Cedar

Grass

Grass

Access Ramp

Pines

Mixed Medium Woods

Cedar

Mixed Large Hardwoods

Mixed Medium Woods

Grass

(S11°2

9'2

9"W 446.6

1')(S75°57'52

"E 383.72')

(S71°00'24"E 390.86')

(S74°22'23"E 359.42')

W. PARRY WRIGHT, JR.

5 Ac.

(N11°13'15"E 513.6

0')

AND LILLIAN W. WRIGHTD.B. 536, PG. 348

AN

D

MA

RY C

AR

OL

YN

BO

WYE

R (S11°2

7'10"W 531.91')

HO

WA

RD

ED

WA

RD

BO

WYE

R

(N17°4

9'3

4"E 12

88.4

7')

(N55°26'10"W 90.41')

(N65°01'30"W 468.00')

(N61°53'58"W 353.94')

(N61°46'38"W 182.93')

(N62°28'25"W 277.49')

COOKE PROPERTIES, L.L.C.

46.332 Ac.

(S11°2

9'2

9"W 12

88.3

4')

D.B. 2566, PG. 1714

Shed

2-2

1" O

aks

Shed

2-10"

Apple Trees

10"

Apple Tree

4' Conc. V-Ditch

1.24

Ac.

D.B. 1070, P

G. 8

S71°21'33"E 468.06'

S71°00'57"E 390.64'

21.18 Ac.

P.B. 86, PG. 95

VIENNA FINANCE, INC.D.B. 2303, PG. 760

S61°50'34"E 186.33'S61°37'19"E 87.12'

S75°57'30"E 383.76'

S61°54'36"E 353.89'

Metal Sig

n

Metal Post

Crape Myrtles

Woods

Overhead Sig

n

Overhead Sig

n

Metal Sign

EH

H

EH

H

EH

H

EH

H

EH

H

E

E

E

E

E

E

EOI

I-64 WBL CONST. BL


I-64 EBL CONST. BL

PAVEMENT MARKING PROJECT

STATION 1411+96.46


PE-101, N-501

BEGIN PROJECT: 0064-043-852

4-2

ex4-1

ex4-3

ex4-4

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale

SWM-3

SWM-7

SWM-8

SWM-13

SWM-2

BMP: Grassed Swale

BMP: Grassed Swale

48'

48'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,



WSP USA (757) 466-1732

C

C

PAVED SHOULDER

PROP LIGHT & JB

LIMITS OF CLEARING

SWM AREAS

EXISTING CCTV

CCTV

LIMITS IN CUTS


LIMITS IN FILLS


LEGEND:

FULL DEPTH PAVEMENT

CROSSOVER PAVEMENT

C

F





12' LANE

WETLAND BOUNDARY





Telephone: Verizon

UTILITY OWNERS:


T.V. : Comcast

Cox Communications




STRUCTURE

OVERHEAD SPAN

REMOVE EXISTING

(New Arrow-per-Lane Sign)

SPAN STRUCTURE

PROP. 113'

1408

1409

1410

1411

1412

1413

1414

1415

1416

1417

1418

1419

1420

2408

2409

2410

2411

2412

2413

2414

2415

2416

2417

2418

2419

2420

3408

3409

3410

3411

3412

3413

3414

3415

3416

3417

3418

3419

3420

MA

TC

H

LIN

E

ST

A

1420

+50

SH

EE

T

5

MA

TC

H

LIN

E

ST

A

1407

+50

SH

EE

T

3

4

4

REFERENCES



4A

0

SCALE

50' 100'








Plugged & Filled


Pipe To Be Removed

Or Removed Pipe


Mainline Profile

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER





0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,


0 FT 50 FT

0 FT

10 FT

3408+00.00 3409+00.00 3410+00.00 3411+00.00 3412+00.00 3413+00.00 3414+00.00 3415+00.00 3416+00.00 3417+00.00 3418+00.00 3419+00.00 3420+00.00

144.15

144.4

2

144.7

5

145.0

4

145.3

5

145.6

4

145.9

2

146.2

0

146.5

1

146.8

2

147.14

147.4

3

147.6

8

147.9

9

148.2

7

148.5

6

148.7

9

149.0

0

149.14

149.2

5

149.3

0

149.2

9

149.2

3

149.12

148.9

3

148.6

8

148.4

0

EXISTING GRADE

2408+00.00 2409+00.00 2410+00.00 2411+00.00 2412+00.00 2413+00.00 2414+00.00 2415+00.00 2416+00.00 2417+00.00 2418+00.00 2419+00.00 2420+00.00

150.4

5

150.6

0

150.8

3

150.9

5

151.02

151.03

151.01

150.9

1

150.7

2

150.5

3

150.2

4

149.9

2

149.5

0

149.0

3

148.5

4

148.0

1

147.3

9

146.7

6

146.0

9

145.3

9

144.7

2

144.0

4

143.3

4

142.6

9

142.0

3

141.35

140.6

6

0.62 % (APPROX.)0.59 % (APPROX.)

EXISTING GRADE

4A

4A

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

I-64 WB

I-64 EB

MA

TC

H

LIN

E

ST

A 3407+5

0

EB

SH

EE

T 3

A

MA

TC

H

LIN

E

ST

A 3420+5

0

EB

SH

EE

T 5

A

MA

TC

H

LIN

E

ST

A 2407+5

0

WB

SH

EE

T 3

A

MA

TC

H

LIN

E

ST

A 2420+5

0

WB

SH

EE

T 5

A

Inv. O

ut

= 12

0.3

2

Flared End Section

In Pl. 4.3'-24"

RCP

Inv. O

ut

= 12

2.3

5

Top =

126.2

2

Grate Inlet

In Pl. 3

35.3' - 48"

RCP

Inv. In =

128.9

7

Flared End Section

Project # 0095-043-105, RW203


113.0

3'

R/

W

Mon +3

0.6

9

(68.3

0')

(S16°5

5'0

0"W)

PL

PL

PL

PL

PLIP

+18.9

5

144.4

3'

107.8

8'

IP

+95.6

3 174.6

2'

IP

+67.5

2

IP

+30.0

3

107.9

7'

105.9

5'

IP

+62.5

4

IP

+87.9

7

141.14'

Pip

e +9

3.6

8

140.8

7'

PL

PL

PL

PL

PL

Asphalt

AsphaltAsphalt

Asphalt

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

2' Conc. V-Ditch

12' Flat-Bottom Conc. Ditch4' Conc. V-Ditch

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Exist. L/A Line Exist. L/A Line



Exist. L/A Line


Guardrail

Grass

Grass

Mixed Medium Woods

Mixed Medium Woods

Grass

Mixed Medium Woods

Grass

Grass

Grass

Medium Pines

LOREN HENRY CODY

(S64°15'E 154.6')

(N23°E 118.5

2')

W.B. 96, PG. 645D.B. 1251, PG. 133

D.B. 1173, PG. 262.79 Ac.

(N17°2

7'3

4"E 15

32.8

9')

(N65°16'13"W 105.33') (N65°16'13"W 925.64')

P.B. 86, PG. 95

(S71°27'11"E 465.68')

(S18°0

9'2

4"W 617.19')

(N11°15'18"W 558.8

8')

(N10°4

3'3

2"E 5.11')

5.82 Ac.

(N18°0

9'2

4"E 617.19')

VIENNA FINANCE, INC.D.B. 2303, PG. 760

(S23°0

0'W 208.8

6')

THOMAS BENNETT LUCK, SR.

(S64°15'E 204.60')

1.39 Ac.

(N23°0

0'E 564.1')

AND VIRGINIA CHANDLER LUCKD.B. 2127, PG. 309

(S16°4

6'2

0"W 564.17')

(S17°27'11"E 419.14')

(N69°24'13"W 49.85')

D.B. 2775, PG. 18285.49 Ac.

RAYMOND C. SPERLAZZAAND CHRISTY D. SPERLAZZA

4' Conc. V-Ditch

(S23°0

8'5

0"W 10

9.7

6')

5

Ac.

AN

D

LIL

LIA

N

W. W

RIG

HT

D.B. 5

36, P

G. 3

48

W. P

AR

RY

WRIG

HT, J

R.

(N17°E 358.0

6')

1.63

Ac.

D.B. 1732, P

G. 9

63

(S63°47'51"E 129.51')

(S17°W 543.5

0')

S71°39'33"E 925.28'

N16°4

9'4

5"E 10

9.7

1'

S71°17'35"E 105.70'N71°34'15"W 305.19'

S79°45'22"E

307.01'

RO

BE

RT

P. W

RIG

HT

AN

D

MA

RG

AR

ET

F. W

RIG

HT

D.B. 2138, PG. 1690

IMG/INTERCHANGE A

SSOCIATES

(S73°26'31"E

307.03')

(N65°16'13"W 305.20')

LIMITED PARTNERSH

IP

82.44 Ac.

(N73°26'31"W

501.87')

D.B. 2168, PG. 6040.92 Ac.

(N23°0

8'5

0"E 10

9.7

6')

IMG/INTERCHANGE ASSOCIATESLIMITED PARTNERSHIP

(N65°16'13"W 105.33')

S71°17'35"E 105.70'

Metal Sig

n

12.6' x 7'

Metal Sig

n

Metal Sig

n

Metal Sig

n

Metal Sig

n

Solar Panel

Pole

With

Overhead Sig

n



LO

RE

N

HE

NR

Y C

OD

Y

EH

H

EH

HEH

HE

E

E

EH

H

EH

H

EH

H

E

EE


I-64 WBL CONST. BL

I-64 EBL CONST. BL

STATION 1427+01.34


PE-101, RW-201, C-501


12':1000' SHIFT

STATION 3427+00.00

EBL BASELINE

BEGIN CONSTRUCTION

ex5-1

ex5-2

ex5-3

BMP: Grassed Swale SWM-8 SWM-9

BMP: Grassed Swale

BMP: Grassed Swale

BMP: Grassed Swale

4' Paved Shoulder48'

48'

87.7'

36'

36'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,



WSP USA (757) 466-1732

C

C

PAVED SHOULDER

PROP LIGHT & JB

LIMITS OF CLEARING

SWM AREAS

EXISTING CCTV

CCTV

LIMITS IN CUTS


LIMITS IN FILLS


LEGEND:

FULL DEPTH PAVEMENT

CROSSOVER PAVEMENT

C

F





12' LANE

WETLAND BOUNDARY





Telephone: Verizon

UTILITY OWNERS:


T.V. : Comcast

Cox Communications




STRUCTURE

OVERHEAD SPAN

REMOVE EXISTING

C

1421

1422

1423

1424

1425

1426

1427

1428

1429

1430

1431

1432

1433

2421

2422

2423

2424

2425

2426

2427

2428

2429

2430

2431

2432

2433

3421

3422

3423

3424

3425

3426

3427

3428

3429

3430

3431

3432

3433

MA

TC

H

LIN

E

ST

A

1433

+50

SH

EE

T

6

MA

TC

H

LIN

E

ST

A

1420

+50

SH

EE

T

4

REFERENCES



5A

5

50

SCALE

50' 100'








Plugged & Filled


Pipe To Be Removed

Or Removed Pipe


Mainline Profile

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER





0064-043-602

I-64RW-201, C-501

0064-043-602, PE101,


0 FT 50 FT

0 FT

10 FT

3421+00.00 3422+00.00 3423+00.00 3424+00.00 3425+00.00 3426+00.00 3427+00.00 3428+00.00 3429+00.00 3430+00.00 3431+00.00 3432+00.00 3433+00.00 3434+00.00

140.2

5

139.4

3

138.5

8

137.7

8

137.0

5

136.2

6

135.4

6

134.6

6

133.8

7

133.0

8

132.2

8

131.48

130.6

9

129.8

9

148.4

0

148.0

5

147.6

6

147.2

3

146.7

2

146.17

145.5

6

144.8

9

144.19

143.4

4

142.6

6

141.87

141.07

140.2

5

139.4

3

138.5

8

137.7

8

137.0

5

136.2

6

135.4

6

134.6

6

133.8

7

133.0

8

132.2

8

131.48

130.6

9

129.8

9

EXISTING GRADE

2421+00.00 2422+00.00 2423+00.00 2424+00.00 2425+00.00 2426+00.00 2427+00.00 2428+00.00 2429+00.00 2430+00.00 2431+00.00 2432+00.00 2433+00.00

140.6

6

139.9

6

139.2

8

138.6

0

137.9

1

137.2

1

136.5

2

135.8

4

135.19

134.4

9

133.8

1

133.12

132.4

3

131.77

131.12

130.4

4

129.7

4

129.0

9

128.3

9

127.6

8

126.9

8

126.2

8

125.6

4

124.9

8

124.2

9

123.6

4

122.9

4

-1.33 % (APPROX.)

-1.60 % (APPROX.)

GRADE

EXISTING STATION 3427+00.00

EBL BASELINE

PE-101, RW-201, C-501


100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

85_

90_

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

85_

90_

95_

100_

105_

110_

115_

120_

125_

130_

135_

140_

145_

150_

155_

MA

TC

H

LIN

E

ST

A 3420+5

0

EB

SH

EE

T 4

AM

AT

CH

LIN

E

ST

A 2420+5

0

WB

SH

EE

T 4

A

MA

TC

H

LIN

E

ST

A 2433

+50

WB

SH

EE

T 6

AM

AT

CH

LIN

E

ST

A 3433

+50

EB

SH

EE

T 6

A

I-64 EB

I-64 WB

5A

5A

APPROXIMATE SPLINE GRADE

Project # 0064-0

43-0

02, P

E10

1Ex. Varia

ble R/

W per V

DO

T

VDOT Project # 0064-043-002, PE101

Ex. Variable R/W Per

In Pl. 52.8' - 36"

RCP

Inv. In =

100.6

9

Top =

104.8

5

Head

wall

Project # 0095-043-105, RW203


Inv. O

ut

= 98.12

Top =

101.96

Head

wall

Project # 0095-043-105, RW203


ShedWooden

ShedMetal

Z

PL

PL

PL

IP

+10.6

6

27.6

1'

Mon +0

8.7

4

92.5

0'

Mon +0

1.38

326.7

7'

Pip

e +12.2

5

298.5

0'

IP

+24.14

145.13'

RM-2

+12.3

3

119.5

6'

RM-2

+75.7

7

93.8

2'

285.9

5'

IP

+19.9

5

IP

+90.0

3

277.4

1'

119.7

4'

Bent

Pip

e +4

5.2

4

119.5

7'

RM-2

+15.0

9

Z

PL

PL

PL

PL

PL

PL

PL

PL

Asphalt

Asphalt

Asphalt

4' Woven Wire Fence 4' Woven Wire Fence

3'

Conc. V-Ditch

3'

Conc. V-Ditch

4' Woven Wire Fence

4' Conc. V-Ditch4' Conc. V-Ditch

6' Conc. V-Ditch

Asphalt

12.1' Flat-Bottom Conc. Ditch

Guardrail

Conc. P

ad

Wet Weather Ditch

Metal Sig

n in Conc.

Metal Sig

n in Conc.

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder

Asphalt Shoulder


R=756.12' A=272.72'

Ex. Variable R/W Per VDOT Project # 0064-043-002, PE101

Exist. L/A Line Exist. L/A Line

Exist. L/A Line

Exist. L/A Line

Medium Pines

Medium Mixed Wo

ods

Medium Mixed Woods

Medium Pines

Grass

Large Hardwoods

Grass

Grass

Medium Pines

Medium Hardwoods

Grass

Medium Mixed Woods

Guardrail

(N22°3

0'E 300')

DAVID LLEWEL

LYN HAMPTON

D.B. 2884, PG.

416

(S68°30'E 680')(35')

4.37 Ac.

1.15 A

c.

D.B. 2753, PG. 1142

ROLAND A. WHITLOCKAND PATRICIA A. WHITLOCK

(S23°0

0'W 687.8

0')

(S22°3

0'W 690.6')

(N22°3

0'E 687.8')

D.B. 1110, PG. 420

No Recorded Acreage

3.10 Ac.

0.455 Ac.

D.B. 365, PG. 185

AGNES S. MOSS

W.B. 86, PG. 1197

W.B. 86, PG. 1197

(S22°3

0'W 79.4')

AGNES S. MOSS

Sig

n

Gravel

Gate

14" Poplar12" Poplar

14" Poplar

Dirt Road

Gravel

Garage

(S75°50'

W 17.16')

(N43°2

9'11"E 14

1.08')

(N55°12'47"W 113.58')

(N39°12'58"W 211.34')

(N41°50'W 140.40')S79°45

'57"E 501.90

'

S79°45'22"E

307.01'

S16°4

7'5

1"W 15

3.4

4'

D.B. 1227, PG. 91

AND FRANCIS B. ROBINSWILLIAM A. ROBINS

D.B. 964, PG. 600

(N65°16'13"W 305.20')

(S16°26'07"W

11.43')

(R=756.20', L=55.95')

(N73°26'31"W

501.87')

(N73°40'35"W

387.42')

(N73°40'35"W

155.13')

(S35°2

4'3

3"W 965.2

5')

2.43 Ac.

(S23°0

6'5

8"W 15

3.4

2')

PATRICIA W. ELLISD.B. 1758, PG. 14

IMG/INTERCHANGE ASSOCIATESLIMITED PARTNERSHIP

Metal Post

Metal Sig

n

Metal Sig

n

Metal Sig

n (2)

Mixed Pines And Hardwoods Mixed Pines And Hardwoods

Metal Post

LO

RE

N

HE

NR

Y C

OD

YW.B. 9

6, P

Documents

4.1 Letter of Submittal...Letter of Submittal and Attachments (Volume I) I-64 Widening Exit 200 to 205 From Interstate 295 to Exit 205 (Bottom s Bridge) Henrico and New Kent Counties,