-
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
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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
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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.
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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
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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:
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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.
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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
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(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.
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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
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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
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Attachment 3.6 Form
C-78-RFP
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Attachment 9.3.1 Proposal Paym
ent Agreement
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Attachment 11.8.6 (a) Debarm
ent Forms – Prim
ary Covered Transactions
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Attachment 11.8.6 (b) Debarm
ent Forms – Lower Tier Covered Transactions
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The Lane Construction Corporation14500 Avion Parkway
Suite 200
Chantilly, VA 20151
Tel: (703) 222-5670
www.laneconstruct.com
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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
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4.2.2 Conceptual Roadway Plans
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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
2.0" Asphalt Concrete Surface Course,
IM-19.0D
2.0" Asphalt Concrete Intermediate Course,
BM-25.0D
9.0" Asphalt Concrete Base Course,
(Connect To UD-4)
Type I, Size No. 21B
6.0" Aggregate Base Material,
2A
2A
BL
POINT OF FINISHED GRADE
MATCH EXISTING SLOPE
WIDTH AND NO. OF LANES VARIES
2" MILLING AND OVERLAY
SLOPE
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
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
POINT OF FINISHED GRADE
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)
POINT OF FINISHED GRADE
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) WIDTH AND NO. OF LANES VARIES
2" MILLING AND OVERLAY
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
(I-64 EB - ALL 4 LANES SHIFT WITH 12' INSIDE WIDENING OVER 1000')
2" MILLING AND OVERLAY
2" MILLING AND OVERLAY
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
(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
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TYPICAL SECTIONS I-64
CONST. ALIGNMENT
CL
BL
POINT OF FINISHED GRADE
SLOPE
EXISTING
MATCH
SAWCUT LINE
PAVED SHLDR. W/ UD-4
POINT OF FINISHED GRADE
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.
PAVED SHLDR. W/ UD-4
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'
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.
10' Min.
[TANGENT SECTIONS]
-2%
-2%
CURVE SECTIONS BETWEEN THIS STATIONING
SEE SHEET 2C FOR TYPICALS OF
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
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)
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
2.0" Asphalt Concrete Surface Course,
IM-19.0D
2.0" Asphalt Concrete Intermediate Course,
BM-25.0D
9.0" Asphalt Concrete Base Course,
(Connect To UD-4)
Type I, Size No. 21B
6.0" Aggregate Base Material,
2B
2B
1
PAVEMENT DESIGN (ROADWAY & SHOULDER)
TOSTATION STATION
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.
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
2" MILLING AND OVERLAY 2" MILLING AND OVERLAY
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
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
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_42\d10745802B.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
WSP USA (757) 466-1732
-
TYPICAL SECTIONS I-64
ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
BEYOND THE PROPOSED RIGHT- OF-
WAY SHOWN ON THESE PLANS.
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
CONST. ALIGNMENT
CL
BL BL
10' Min.
SAWCUT LINE
1'
RUMBLE STRIPS
PAVED SHLDR. W/ UD-4
PAVED SHLDR. W/ UD-4
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'
PROJECT LIMITS, SEE CROSS SECTIONS FOR DETAIL
SLOPES, ELEVATIONS, AND WIDTHS VARY THROUGHOUT THE
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
PAVED SHLDR. W/ UD-4
PAVED SHLDR. W/ UD-4
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'
PROJECT LIMITS, SEE CROSS SECTIONS FOR DETAIL
SLOPES, ELEVATIONS, AND WIDTHS VARY THROUGHOUT THE
12'
(SEE NOTE 2)
CURVE TO LEFT
TANGENT SECTIONS BETWEEN THIS STATIONING
SEE SHEET 2B FOR TYPICAL OF
NOTES
*
2.
1.
GUARDRAIL TO BE BASED ON LENGTH OF NEED.
EXTEND INSIDE SHOULDER 4 FEET ADDITIONAL
WHERE GUARDRAIL IS REQUIRED
SEE DESIGN EXCEPTION FOR MORE INFORMATION
REGARDING SUPERELEVATION IN CURVES
LOW SIDE (EBL OR WBL) SLOPE WILL RANGE FROM
4:1 TO 6:1 WITH 6:1 BEING IDEAL IN MOST LOCATIONS.
THE HIGH SIDE SLOPE WILL BE VARIABLE WITH A
2:1 MAX.
PAVEMENT INTACT AND UNDAMAGED.
PAVEMENT MARKING AND LEAVE UNDERLYING CONCRETE
PERFORM SAW CUT IN ASPHALT CONCRETE 1' FROM
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)
Type I, Size No. 21B
6.0" Aggregate Base Material,
2
3
4
5
6
7
8
BM-25.0D
9.0" Asphalt Concrete Base Course,
IM-19.0D
2.0" Asphalt Concrete Intermediate Course,
SMA-12.5D
2.0" Asphalt Concrete Surface Course,
Type I, Size No. 21B
6.0" Aggregate Base Material,
BM-25.0D+0.4
9.0" Asphalt Concrete Base Course,
SMA-19.0 (64E-22)
2.0" Asphalt Concrete Intermediate Course,
SMA-12.5 (64E-22)
2.0" Asphalt Concrete Surface Course, 1
PAVEMENT DESIGN (ROADWAY & SHOULDER)
TOSTATION STATION
TO1457+14.42 1597+78.46
TO STATIONSTATION
TO1457+14.42 1597+78.46
2C
2C
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
2" MILLING AND OVERLAY
2" MILLING AND OVERLAY
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
CONST.I-64 WBL CONST.
I-64 EBL
CONST.I-64 EBLCONST.
I-64 WBL
2" MILLING AND OVERLAY
2" MILLING AND OVERLAY
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
POINT OF ROTATIONPOINT OF FINISHED GRADE
POINT OF ROTATIONPOINT OF FINISHED GRADE
POINT OF ROTATIONPOINT OF FINISHED GRADE
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
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_41\d10745802C.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
WSP USA (757) 466-1732
-
TYPICAL SECTIONS I-64
CONST. ALIGNMENT
CL
VARI
ES
LIMITS, SEE CROSS SECTIONS FOR DETAIL
THE EBL AND WBL THROUGHOUT THE PROJECT
SLOPES, ELEVATIONS, AND WIDTHS VARY BETWEEN
POINT OF FINISHED GRADE
SLOPE
EXISTING
MATCH
BL
SAWCUT LINE
SLOPE
EXISTING
MATCH
PAVED SHLDR. W/ UD-4
4'12'
RUMBLE STRIPSSTRIPS
RUMBLE
NOTES
*6:1 & VAR.
*
1'
WBL & EBL
ACCEL & DECEL LANES
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%
4 : 1
PAVEMENT INTACT AND UNDAMAGED.
PAVEMENT MARKING AND LEAVE UNDERLYING CONCRETE
PERFORM SAW CUT IN ASPHALT CONCRETE 1' FROM
SAWCUT LINE
NOTE: MILL AND OVERLAY EXISTING RAMPS TO GORE AREA.
CS-4
WHERE GUARDRAIL IS REQUIRED
EXTEND OUTSIDE SHOULDER 4 FEET ADDITIONAL
GUARDRAIL TO BE BASED ON LENGTH OF NEED.
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)
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
2.0" Asphalt Concrete Surface Course,
IM-19.0D
2.0" Asphalt Concrete Intermediate Course,
BM-25.0D
9.0" Asphalt Concrete Base Course,
INSET B
56
7
8
12
SEE INSET A
SEE INSET B
(Connect To UD-4)
Type I, Size No. 21B
6.0" Aggregate Base Material,
PAVEMENT DESIGN (ROADWAY & SHOULDER)
1
TOSTATION STATION
TO1597+78.46 1609+77.46
12.0'
10.0' 12.0'
1'
EXIST. PAVE.
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. 1.
SLOPE
EXISTING
MATCH
CONST.I-64 WBL
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
2" MILLING AND OVERLAY
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)
POINT OF FINISHED GRADE
SLOPE
EXISTING
MATCH
BL
SLOPE
EXISTING
MATCH
RUMBLE STRIPS
CONST.I-64 EBL
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
2" MILLING AND OVERLAY
TOTAL SHLDR.
STD. GS11
PAVED SHLDR. W/ UD-4
TOTAL SHLDR.
2" MILLING AND OVERLAY
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
12:5313-JUN-2017\\PWICS\ics_workingdir\3264\213077_44\d10745802D.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
WSP USA (757) 466-1732
-
TYPICAL SECTIONS I-64ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
BEYOND THE PROPOSED RIGHT- OF-
WAY SHOWN ON THESE PLANS.
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
CONST. ALIGNMENT
CL
BL
10' Min.
SAWCUT LINE
1'
RUMBLE STRIPS
PAVED SHLDR. W/ UD-4
PAVED SHLDR. W/ UD-4
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'
PROJECT LIMITS, SEE CROSS SECTIONS FOR DETAIL
SLOPES, ELEVATIONS, AND WIDTHS VARY THROUGHOUT THE
CURVE TO RIGHT
NOTES
*
GUARDRAIL TO BE BASED ON LENGTH OF NEED.
EXTEND INSIDE SHOULDER 4 FEET ADDITIONAL
WHERE GUARDRAIL IS REQUIRED
SEE DESIGN EXCEPTION FOR MORE INFORMATION
REGARDING SUPERELEVATION IN CURVES
LOW SIDE (EBL OR WBL) SLOPE WILL RANGE FROM
4:1 TO 6:1 WITH 6:1 BEING IDEAL IN MOST LOCATIONS.
THE HIGH SIDE SLOPE WILL BE VARIABLE WITH A
2:1 MAX.
PAVEMENT INTACT AND UNDAMAGED.
PAVEMENT MARKING AND LEAVE UNDERLYING CONCRETE
PERFORM SAW CUT IN ASPHALT CONCRETE 1' FROM
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)
Type I, Size No. 21B
6.0" Aggregate Base Material,
2
3
4
5
6
7
8
BM-25.0D
9.0" Asphalt Concrete Base Course,
IM-19.0D
2.0" Asphalt Concrete Intermediate Course,
SMA-12.5D
2.0" Asphalt Concrete Surface Course,
Type I, Size No. 21B
6.0" Aggregate Base Material,
BM-25.0D+0.4
9.0" Asphalt Concrete Base Course,
SMA-19.0 (64E-22)
2.0" Asphalt Concrete Intermediate Course,
SMA-12.5 (64E-22)
2.0" Asphalt Concrete Surface Course,
2%2%
BL
2% 2%
CONST. ALIGNMENT
CL
BL
14' Min.
SAWCUT LINE
1'
RUMBLE STRIPS
PAVED SHLDR. W/ UD-4
PAVED SHLDR. W/ UD-4
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.
PROJECT LIMITS, SEE CROSS SECTIONS FOR DETAIL
SLOPES, ELEVATIONS, AND WIDTHS VARY THROUGHOUT THE
CURVE TO RIGHT
RUMBLE STRIPS
SEE INSET BSEE INSET A
BL
PAVED SHLDR. W/ UD-4
2:1 M
AX.
6:1 & V
AR.*
SAWCUT LINE
1'
RUMBLE STRIPS
POINT OF FINISHED GRADE
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
PAVEMENT DESIGN (ROADWAY & SHOULDER)
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
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OF ENTIRE SHOULDER2" MILLING AND OVERLAY
4" DEPTH AND WIDTH = AS NEEDEDSHOULDER STRENGTHENING (FOR MOT)
OVERLAY OF ENTIRE SHOULDER2" MILLING AND VARIABLE DEPTH
POINT OF ROTATIONPOINT OF FINISHED GRADE
POINT OF ROTATIONPOINT OF FINISHED GRADE
DEPTH OVERLAY2" MILLING AND VARIABLE
DEPTH OVERLAY2" MILLING AND VARIABLE
DEPTH OVERLAY2" MILLING AND VARIABLE
DEPTH OVERLAY2" MILLING AND VARIABLE
TOTAL SHLDR.
TOTAL SHLDR.
DEPTH OVERLAY2" MILLING AND VARIABLE
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
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
(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_60\d10745802E.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
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
Ex. Variable R/W Per VDOT
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
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
13:3713-JUN-2017E:\ics_workingdir\1260\213077_11\d10745803.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
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
DENOTES CONSTRUCTION
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
New Kent County Public Works
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
THESE PLANS ARE UNFINISHED
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
CONSTRUCTION ALIGNMENT CL
I-64 EBL CONST. BL
Mainline Profile
64_WB_1
64_CL_1
64_EB_1
-
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
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
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
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
CONSTRUCTION ALIGNMENT CL
I-64 EBL CONST. BL
PAVEMENT MARKING PROJECT
STATION 1411+96.46
I-64 CONSTRUCTION CENTERLINE
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
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
13:3713-JUN-2017E:\ics_workingdir\1260\213077_12\d10745804.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
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
DENOTES CONSTRUCTION
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
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
New Kent County Public Works
Dominion Virginia Power Transmission
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
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
4A
0
SCALE
50' 100'
THESE PLANS ARE UNFINISHED
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
Mainline Profile
-
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
E:\ics_workingdir\1260\213077_30\d10745804A.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
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
Ex. Variable R/W Per VDOT
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
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Exist. L/A Line
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
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
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
LO
RE
N
HE
NR
Y C
OD
Y
EH
H
EH
HEH
HE
E
E
EH
H
EH
H
EH
H
E
EE
CONSTRUCTION ALIGNMENT CL
I-64 WBL CONST. BL
I-64 EBL CONST. BL
STATION 1427+01.34
I-64 CONSTRUCTION CENTERLINE
PE-101, RW-201, C-501
BEGIN PROJECT: 0064-043-602
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
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
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
0064-043-602
I-64RW-201, C-501
0064-043-602, PE101,
13:3713-JUN-2017E:\ics_workingdir\1260\213077_13\d10745805.dgn
JASON WILLIAMS, P.E. (804) 524-6145 (RICHMOND)
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
DENOTES CONSTRUCTION
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
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
New Kent County Public Works
Dominion Virginia Power Transmission
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
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
5A
5
50
SCALE
50' 100'
THESE PLANS ARE UNFINISHED
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
Mainline Profile
-
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
(TECHNICAL DISCIPLINE)
(Location), Virginia
VDOT (Division) or Co. Name
E:\ics_workingdir\1260\213077_31\d10745805A.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
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
BEGIN PROJECT: 0064-043-602
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
Ex. Variable R/W Per VDOT
Inv. O
ut
= 98.12
Top =
101.96
Head
wall
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT
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
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
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