i-95 safety improvements at route 3 | a design-build project · 2017-05-01 · the project elements...

Community Solutions Group, A GAI Consultants, Inc. Service Group | © 2016 GAI Consultants, Inc.

LETTER OF SUBMITTALI-95 Safety Improvements at Route 3 | A Design-Build Project

FROM: 0.115 Miles South of Int. Route 3 | TO: 1.220 Miles North of Int. Route 3

State Project No.: 0095-111-278Federal Project No.: OC-095-2(535)

Contract ID Number: C00107715DB91

January 4, 2017

SUBMITTED BY:

in association with

ATTACHMENT 4.0.1.1 I-95 Safety Improvements at Route 3

LETTER OF SUBMITTAL CHECKLIST AND CONTENTS Offerors shall furnish a copy of this Letter of Submittal Checklist, with the page references added, with the Letter of Submittal.

Letter of Submittal Component Form (if any) RFP Part 1 Cross Reference

Page Reference

Letter of Submittal Checklist and Contents Attachment 4.0.1.1 Section 4.0.1.1 i-ii

Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.4 (Form C-78-RFP) Sections 3.4; 4.0.1.1 iii

Letter of Submittal NA Sections 4.1

Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 1-2

Offeror’s full legal name and address 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 NA Section 4.1.3 1

Point of Contact information NA Section 4.1.4 2

Principal Officer information NA Section 4.1.5 2

Offeror’s Corporate Structure NA Section 4.1.6 2

Full Legal Name of Lead Contractor, Lead Designer, and QAM NA Section 4.1.7 2

Offeror’s VDOT prequalification information NA Section 4.1.8 2

DBE statement confirming Offeror is committed to achieving the required DBE goal NA Section 4.1.9 2

Final Completion Date NA Section 4.1.10 2

i

ATTACHMENT 4.0.1.1 I-95 Safety Improvements at Route 3

LETTER OF SUBMITTAL CHECKLIST AND CONTENTS

Letter of Submittal Component Form (if any) RFP Part 1 Cross Reference

Page Reference

Attachments to the Letter of Submittal NA Section 4.2

Affiliated and/ or Subsidiary Companies Attachment 4.2.1 Section 4.2.1 Appendix 4.2.1

Certification Regarding Debarment Forms Attachment 4.2.2(a)

Attachment 4.2.2(b) Section 4.2.2 Appendix

4.2.2

Offeror’s VDOT prequalification information NA Section 4.2.3 Appendix 4.2.3

Evidence of obtaining bonding NA Section 4.2.4 Appendix 4.2.4

Full size copies of DPOR licenses and SCC registrations NA Section 4.2.5 Appendix 4.2.5

SCC registration information - businesses Attachment 4.2.5 Section 4.2.5.1 Appendix 4.2.5

DPOR registration information - businesses Attachment 4.2.5 Section 4.2.5.2 Appendix 4.2.5

Lead Contractor Work History Form Attachment 4.2.6(a) Section 4.2.6 Appendix 4.2.6

Lead Designer Work History Form Attachment 4.2.6(b) Section 4.2.6 Appendix 4.2.6

Conceptual Roadway Plans NA Section 4.2.7 Appendix 4.2.7

ii


4.1 | Letter of Submittal

4.1Letter of Submittal


4.2 | Attachm

ents to the Letter of Submittal

4.2Attachments to the Letter of Submittal


4.2.1 | Affiliated and/or Subsidiary C

ompanies

4.2.1Affiliated and/or Subsidiary Companies

ATTACHMENT 4.2.1 State Project No. 0095-111-278

Affiliated and Subsidiary Companies of the Offeror

1 of 1

Offerors shall complete the table and include the addresses of affiliates or subsidiary companies as applicable. By completing this table, Offerors certify that all affiliated and subsidiary companies of the Offeror are listed.

The Offeror does not have any affiliated or subsidiary companies. Affiliated and/ or subsidiary companies of the Offeror are listed below.

Relationship with Offeror (Affiliate or Subsidiary) Full Legal Name Address


4.2.2 | Debarm

ent Form

4.2.2Debarment Forms


4.2.3 | Prequalifiation Certificate

4.2.3Prequalification Certificate


4.2.4 | Surety Letter

4.2.4Surety Letter


4.2.5 | Registration/Licenses

4.2.5Registrations/Licenses

Signed and Sealed at Richmond on this Date: «DATE»

Joel H. Peck, Clerk of the Commission

CISECOMDocument Control Number: «O2»

CERTIFICATE OF GOOD STANDING I Certify the Following from the Records of the Commission: That «Entity Name» is duly incorporated under the law of the Commonwealth of Virginia;

That the date of its incorporation is «Date of Formation/Registration»;

That the period of its duration is perpetual [or expires on {date}]; and

That the corporation is in existence and in good standing in the Commonwealth of Virginia as of the date set forth below.

Nothing more is hereby certified.

That BOWMAN CONSULTING GROUP, LTD. is duly incorporated under the law of the Commonwealth ofVirginia;

That the date of its incorporation is June 7, 1995;

That the period of its duration is perpetual; and

That the corporation is in existence and in good standing in the Commonwealth of Virginia as ofthe date set forth below.

Nothing more is hereby certified.

October 21, 2016

1610215341

ATTACHMENT 4.2.5 State Project No. 0095-111-278

SCC and DPOR Information Offerors shall complete the table and include the required state registration and licensure information. By completing this table, Offerors certify that their team complies with the requirements set forth in Section 4.2.5 and that all businesses listed are active and in good standing.

SCC & DPOR INFORMATION FOR BUSINESSES (RFP Sections 4.2.5.1 and 4.2.5.2)

Business Name

SCC Information (4.2.5.1) DPOR Information (4.2.5.2)

SCC Number

SCC Type of Corporation

SCC Status

DPOR Registered Address

DPOR Registration

Type DPOR Registration

Number DPOR Expiration

Date

Curtis Contracting, Inc. 02733335 Professional Corporation Active PO Box 769

West Point, VA 23181 Contractor (Class A) 2701031525 03-31-2018

GAI Consultants, Inc. F039601-2 Foreign Corporation Active

618 E. South Street, Suite 700

Orlando, FL 32801

Engineering & Land

Surveying 0407004210 12-31-2017

CES Consulting, LLC S3416007 LLC Active 23475 Rock Haven Way,

Suite 225 Dulles, VA 20166

Engineering 0407005783 12-31-2017

Accompong Engineering Group, LLC S283521-5 LLC Active

9510 Iron Bridge Road, Suite 200

Chesterfield, VA 23832 Engineering 0407005442 12-31-2017

Bowman Consulting Group, Ltd. 04481982 S-Corp Active

3951 Westerre Parkway, Suite 150, Richmond,

VA 23233

Engineering & Land

Surveying 04411000610 02-28-2018


650A Nelms Circle, Fredericksburg, VA

22406

Engineering & Land

Surveying 04411000421 02-28-2018


650A Nelms Circle, Fredericksburg, VA

22406 Appraisal 4008001873 03-31-2018


4.2.6 | Work H

istory Forms

4.2.6Work History Forms

ATTACHMENT 4.2.6(a)

LEAD CONTRACTOR - WORK HISTORY FORM

(LIMIT 1 PAGE PER PROJECT)

a. Project Name & Location b. Name of the prime design

consulting firm responsible for the overall project design.

c. Contact information of the Client or Owner and their Project Manager who can verify Firm’s responsibilities.

d. Contract Completion Date (Original)

e. Contract Completion Date (Actual or Estimated)

f. Contract Value (in thousands) g. Dollar Value of Work Performed by the Firm identified as the Lead Contractor for this procurement.(in thousands)

Original Contract Value

Final or Estimated Contract Value

I-295/Meadowville Road Interchange Improvements (Design Build) Location: Chesterfield County, VA

Name: Parsons Brinckerhoff

Name of Client/Owner: VDOT Phone: (804) 674-2800 Project Manager: Ian Millikan Phone: (804) 674-2800 Email: [email protected]

12/31/2011 12/15/2011 11,715 11,820 11,820

h. Narrative describing the Work Performed by the Firm identified as the Lead Contractor for this procurement. If the Offeror chooses to submit work completed by an affiliated or subsidiary company of the Lead Contractor, identify the full legal name of the affiliate or subsidiary and the role they will have on this Project, so the relevancy of that work can be considered accordingly. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. Curtis Contracting, Inc. (CCI) was responsible for the overall design-build process including public relations, design, permitting, utility coordination, quality assurance and quality control, environmental protection, safety, schedule, and construction for this $11.7 million project. The project elements included the construction widening of Interstate 295, Meadowville Road, and on ramps and off ramps for Phase I of the I-295/Meadowville Road Interchange development. Project details included two signalized intersections on Meadowville Road, signage, guardrail, asphalt pavement, concrete pavement, drainage, utility relocation, striping, clearing, and mass grading. CCI was responsible for the communication and coordination with VDOT, Chesterfield County, permitting agencies, and other stakeholders on the project. CCI met the challenge of expediting the schedule in order to advance design, permitting and construction of all work within a 14 month period. CCI’s talent was key to supporting the phased design submissions to allow for work to begin within two months of project award and then obtain all approvals in order to complete all work on time and within budget. CCI’s Team salvaged the existing concrete material within the I-295 pavement shoulders and recycled the material in an environmentally positive way to incorporate this material into ground stabilization base material for the construction of new on/off ramp fills. The I-295 and Meadowville Road Interchange Design Build construction is very similar to the requirements of the Interstate 64 Widening and Route 623 Interchange Improvements project, where a major roadway under traffic will be expanded while also accommodating the existing roadway cross slope, profile, and drainage features. Our experience brings forth many valuable lessons for consideration in order to accomplish this challenge. One example would be the emphasis of as-built data prior to establishing the baseline profiles for roadway and drainage design. We have found that the increments of topographic and baseline survey need to be sufficient to identify precisely the existing pavement profiles and cross sections so that the design for the widened roadway does not reach the point of final surface course and find the variables in pavement settlements or prior construction do not allow minimum, or will exceed maximum, allowable tolerance for the final roadway sections. During the design and construction of this project, CCI worked seamlessly with our Design Team to establish a pavement section and construction method that allowed us to eliminate the traffic limitation of a single lane on the bridge and approaches during the phase of pavement reconstruction at the existing fixed bridge location. The approach expedited the completion of work in this critical area and allowed for minimal impact of traffic during construction. CCI received high praise from the County emergency response officials and the neighboring Northrop Grumman State data storage center officials for our innovative approach and for the fact that we considered their concerns, adapted and improved any original conceptual plan for this work. CCI was able to control the project schedule with our unique ability to self-perform all project management, mass excavation, roadway sub base, storm drainage/basin construction, pavement demolition, traffic control, and guardrail installation. Major items of work included approximately 120,000 cubic yards of mass excavation, 20,000 cubic yards of borrow excavation, 26,000 square yards of concrete pavement, 23,000 tons of asphalt and 27,000 yons of aggregate base material. CCI’s focus on safety enabled us to complete all work, to include over 100,000 man hours, without a single recordable injury. VERIFIABLE EVIDENCE OF GOOD PERFORMANCE This project received one of VDOT’s first national DBIA Awards for Design-Build in Transportation in 2013. Additionally, the project was selected by VDOT for a presentation at the Governor’s Transportation Conference in 2013.

SCOPE AND COMPLEXITY SIMILARITIES At Grade Signalized Intersection Extensive Earthwork Grading Major Box Culvert Extension Interstate Ramp Construction MOT Phasing with Extensive Temporary Barrier/Signal Public Relations

ATTACHMENT 4.2.6(a)



a. Project Name & Location b. Name of the prime design consulting firm responsible for the overall project design.







Martin Luther King Expressway Extension (Design Build) Location: City of Portsmouth, VA

Name: Parsons Brinckerhoff

Name of Client./ Owner: SKW Constructors, LLC Phone: (757) 673-9487 Project Manager: Wade Watson Phone: (757) 673-9487 Email: [email protected]

10/01/2016 07/31/16 $45,450 $46.250 $46,250

h. Narrative describing the Work Performed by the Firm identified as the Lead Contractor for this procurement. If the Offeror chooses to submit work completed by an affiliated or subsidiary company of the Lead Contractor, identify the full legal name of the affiliate or subsidiary and the role they will have on this Project, so the relevancy of that work can be considered accordingly. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. Curtis Contracting, Inc. (CCI), as a major contractor, was responsible for all construction, including highways and structures, extensive MOT, environmental compliance and protection, coordination with adjacent contracts, utility installation, and storm water management. CCI was responsible for the overall environmental protection, safety, CPM schedule and construction for this $46.2 million project. The project elements included construction of the widening of Interstate 264, on ramps and off ramps for Contract A of the I-264/MLK Extension Interchange development. Project details included construction of two new bridges, widening of two existing bridges, MSE walls, EPS, signals, lighting, overhead/roadway signage, guardrail, asphalt pavement, drainage, utility relocation, striping, clearing, mass grading, and MOT. CCI was responsible for the communication and coordination with SKW, Design Engineer, QA/QC, VDOT, City of Portsmouth, permitting agencies, and other stakeholders on the project. CCI was able to control the project schedule with its unique ability to self-perform all project management, mass excavation, roadway sub base, storm drainage/basin construction, pavement demolition, traffic control, bridge construction, and guardrail installation. Major items of work included approximately 200,000 cubic yards of mass excavation, 40,000 cubic yards of borrow excavation, 85,000 tons of asphalt, 20,000 tons of aggregate base material, 27,000 cubic yards of EPS/Geo-foam, 25,000 cubic yards of lightweight fill, construction of 46,000 square feet of MSE Wall, 4,800 linear feet of barrier wall, and removed and replaced a pedestrian bridge with approaches. CCI’s focus on safety enabled us and our subcontractors to complete all work to date, including over 100,000 man hours, without a single recordable injury. CCI was able to control the project schedule with our unique ability to self-perform grading, pavement, project management, maintenance of traffic, guardrail installation, erosion and sediment controls, and bridge construction. VERIFIABLE EVIDENCE OF GOOD PERFORMANCE Through detailed scheduling, coordination, and communication, the MLK Extension Project was ahead of schedule. CCI has been recognized by SKW for Quality, Erosion and Sediment controls, and MOT operations. LESSONS LEARNED

1. Weekly coordination meetings have been key to eliminating delays, maintaining schedule, and communication with stakeholders 2. Due to multiple contracts MOT coordination has been key to minimize impacts to travelling public 3. Quality Control built into work plans has been key to eliminate rework and provide a quality project. 4. Daily MOT inspections have been key to maintaining traffic flow through the project and promptly addressing issues.

SCOPE AND COMPLEXITY SIMILARITIES Widening of major roadway under traffic VDOT Design Build Project Bridge Construction and Widening Installation of ITS communications and

Signals Significant MOT Coordination with Railroad Coordination with many Stakeholders

ATTACHMENT 4.2.6(a)



a. Project Name & Location b. Name of the prime design consulting firm responsible for the overall project design.







I-264 Pavement Rehabilitation (Design Build) Location: City of Portsmouth, VA

Name: SEE BELOW

Name of Client./ Owner: VDOT Phone: (757) 925-2500 Project Manager: Jim Utterback, PE Phone: (757) 925-2500 Email: [email protected]

November 2015 November 2015

TOTAL: $60,950 TOTAL: $75,500 (overage due to additional concrete pavement replacement required by owner)

TOTAL: $75,500

h. Narrative describing the Work Performed by the Firm identified as the Lead Contractor for this procurement. If the Offeror chooses to submit work completed by an affiliated or subsidiary company of the Lead Contractor, identify the full legal name of the affiliate or subsidiary and the role they will have on this Project, so the relevancy of that work can be considered accordingly. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. Curtis Contracting, Inc. (CCI), as the Design Builder, was responsible for all aspects of design and construction, including roadway, drainage improvements, MOT, barrier and guardrail modifications, signage, environmental protection, public relations, and coordination with adjacent contracts and VDOT TOC. Project required extensive coordination with adjacent and overlapping projects which is handled by CCI in conjunction with VDOT’s GEC. Daily coordination occurred onsite and weekly meetings were held at CCI offices to discuss work plans, schedule, public relations information, and traffic control. This fast-track project consisted of the overall design-build process including public relations, design, permitting, utility coordination, quality assurance and quality control, environmental protection, safety, schedule, and construction for this $72 million project. The project elements included the pavement rehabilitation, drainage, and safety improvements for a 12-mile section of Interstate 264 in the City of Virginia Beach. Project scope included the installation of over 210,000 tons of asphalt, 120,000 square yards of full depth pavement replacement, 70,000 linear feet of shoulder and median barrier modification, over 400 nightly MOT/lane closures, 5,000 linear feet of trench drain, jack and boring of drainage pipe, 130 storm drain structure modifications, 70,000 linear feet of guardrail upgrades, signage, and millions of linear feet of pavement markings. CCI was responsible for the communication and coordination with VDOT, City of Virginia Beach, regulatory agencies, and other stakeholders on the project. The CCI Team was instrumental in expediting the schedule in order to advance design, permitting, and construction of all work within a 22 month period. Using the unique flexibility allowed only with the Design-Build we developed phased design submissions to allow for work to begin within two months of project award and then obtained all approvals in order to insure work will be completed on schedule. This included incorporating over $10 million in added scope without changing the project completion date. The CCI Team focused on safety and accident prevention has resulted, to date, in over 200,000 man hours without a single recordable injury for this project. CCI was salvaging the existing concrete material within the I-264 full depth pavement repairs and will recycle over 60,000 tons of material in an environmentally positive way. CCI was able to control the project schedule with its unique ability to self-perform all project management, MOT, full depth roadway pavement replacement, roadway widening, barrier modifications, guardrail installations, erosion and sediment controls, and survey. VERIFIABLE EVIDENCE OF GOOD PERFORMANCE This project had an aggressive 22 month schedule. Weekly design and construction progress meetings were held with the owner, as well as meetings dealing with MOT, scheduling, and lane closures, to discuss coordination with the other ongoing projects. We also coordinated the work with the local city, police, fire and other emergency responders, and the traveling public. Despite the addition of over $10 million of added scope on the project critical path, CCI developed a plan and provided all of the necessary resources to mitigate any schedule impact on the original contract completion date. CCI was innovative in their approach to the work zone safety risks. At their own expense they installed an electronic traffic speed sign trailer in each lane closure to bring to the attention of the traveling motorist their speed and monitor peak hours of speed violations. This allowed for motorist to “check-up” this speed when entering a work zone and, also, allowed for CCI to coordinate with law enforcement on the necessary peak periods for their presence. CCI also implemented an “Orange Cones No Phones” campaign to bring motorist awareness to the workzone and in a direct effort to reduce the number of distracted drivers. LESSONS LEARNED

1. Since effective coordination among all stakeholders, VDOT, utility owners, and business was paramount, weekly coordination and job progress meetings were held to discuss issues/solutions, scheduling, partnering, safety, MOT, etc., which mitigated conflicts and eased the flow of the project.

2. Due to potential traffic congestion and emergency vehicle response impacts, CCI proposed an extensive Public Relations outreach and communication program that consisted of website, one on one contact and information distribution to all localities, and emergency response divisions along this high volume traffic corridor. These processes were implemented with VDOT's approval resulting in improved public travel and allowed for continuous/uninterrupted access for emergency response vehicles.

3. The project schedule required all design, permitting, and construction to be completed within and aggressive 22 months of NTP. The CCI Team developed a phased design approach that allowed for construction to commence within the first three months from Award.

SCOPE AND COMPLEXITY SIMILARITIES Rehabilitation of a major commuter roadway

under traffic VDOT Design Build Project Public Relations Efforts with local business and

communities Fast Track Design and Construction Significant Asphalt Pavement Significant Traffic Control Requirements

SCOPE AND COMPLEXITY SIMILARITIES Design-Build ITS Modification & Coordination Utility Coordination/Relocation Roadway Widening Multiphase MOT Extensive Public/Multi-Stakeholder Outreach

and Coordination Environmental Permitting SWM Design and Permitting

ATTACHMENT 4.2.6(b)

LEAD DESIGNER - WORK HISTORY FORM


a. Project Name & Location b. Name of the prime/ general contractor responsible for overall construction of the project.

c. Contact information of the Client and their Project Manager who can verify Firm’s responsibilities.

d. Construction Contract Start Date

e. Construction Contract Completion Date (Actual or Estimated)

f. Contract Value (in thousands) g. Design Fee for the Work Performed by the Firm identified as the Lead Designer for this procurement.(in thousands)

Construction Contract Value (Original)

Construction Contract Value (Actual or Estimated)

I-264 Pavement Rehabilitation Design-Build Location: Virginia Beach, VA

Name: Curtis Contracting, Inc. Name of Client: VDOT Phone: 757.494.5477 Project Manager: Frank Fabian, PE Email: [email protected]

12/2013 11/2015 $60,950 $75,456 *Change order per Owner’s request.

$2,093

h. Narrative describing the Work Performed by the Firm identified as the Lead Designer for this procurement. Include the office location(s) where the design work was performed and whether the firm was the prime designer or a subconsultant. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. GAI Consultants, Inc. (GAI) was the prime design consultant for this 10-mile pavement rehabilitation project on I-264. A 10-mile pavement rehabilitation project on Interstate 264 that extends from the railroad bridge west of Witchduck Road to Parks Avenue, and includes the westbound collector-distributor lanes of I-264 for the I-64/I-264 interchange to the east of Newtown Road. All roadway segments that have reinforced concrete pavement were upgraded. Damaged concrete pavement was patched full depth and replaced prior to overlaying with up to 6.5 inches of asphalt. Other project features included four lane miles of shoulder widening, safety hardware upgrades, and modifications and adjustments for barriers, guardrail, curbs, and signage. Drainage structures were adjusted and upgrades made in substandard locations as necessary. GAI was also responsible for hydraulic analysis, design, and construction monitoring to address required water quality measures. The maintenance of traffic and public relations elements of this project were the responsibility of subconsultants. Lessons Learned: Innovative design analysis resulted in saving the owner $3M from VDOT’s estimated cost Early and frequent multi-stakeholder involvement was a key to meeting the original contract schedule with a 200% increase in fixed bid quantity for concrete pavement replacement (a significant item

on the critical schedule’s critical path) Additional traffic analysis and studies allowed for additional lane closures and extended work zone hours +Additional lane closures, speed radar signs, and an “Orange Cones/No Phones” campaign to

enhance work zone safety No fatalities occurred during the project’s construction schedule with 80,000 vehicles per day

traffic

SCOPE AND COMPLEXITY SIMILARITIES Design-Build ITS Modification & Coordination Roadway Widening New Signals & Intersection Modifications Right of Way Acquisition Public Information Coordination Environmental Permitting SWM Design and Permitting

ATTACHMENT 4.2.6(b)










I-95 Widening & I-4/US 92 Systems Interchange Reconstruction Design Build Location: Volusia County, FL

Name: Archer Western Name of Client: Florida Department of Transportation – District 5 Construction Project Manager: Bradley Bauknecht, PE Phone: 386.943.5429 Email: [email protected]

01/2015 Estimated Construction

Completion Date 02/2017

*Design Completed 7/2016

$205,000 $205,000 *Estimated

$5,905

h. Narrative describing the Work Performed by the Firm identified as the Lead Designer for this procurement. Include the office location(s) where the design work was performed and whether the firm was the prime designer or a subconsultant. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. GAI Consultants, Inc. (GAI) is the prime design engineer for this effort, leading a multi-disciplined team in widening the highway to six lanes from north of SR 44 to north of US 92, and providing total reconstruction of the I-4, I-95, and US 92 systems interchange to add CD roadways and greatly improve safety and capacity. The Florida Department of Transportation is widening I-94 in Volusia County, adding lanes to this final section of I-95 in Florida to support the development of “Daytona Rising,” a major expansion surrounding the Daytona International Speedway. GAI’s scope includes more than 12 miles of roadway and interchange design, complex multi-phase maintenance of traffic plans, more than 20 bridge replacements, drainage design, environmental permitting, and ancillary improvements such as lighting, retaining walls, and ITS modifications. All work is in accordance with FDOT and AASHTO specifications, and requires fast-track Interchange Modification Report (IMR) approval by FHWA to keep the project on track and meet an aggressive Design-Build schedule. At a cost of nearly $30,000 per day for schedule delays, GAI’s attention to detail and quality, coupled with an approach that meets all commitments, is the key to the project’s success. Value Added Benefits: GAI’s value-added design concepts eliminated 97% of the utility conflicts and 17 acres of ROW requirements. The use of polymer binder and bonded friction course saves the Department millions of dollars in future resurfacing and maintenance costs.

SCOPE AND COMPLEXITY SIMILARITIES Design-Build Utility Coordination/Relocation Multiphase MOT ITS Modification & Coordination New Signals & Intersection Modifications Public Information Coordination SWM Design and Permitting

ATTACHMENT 4.2.6(b)










SR 9B (Future I-795) from SR-5/US-1 to I-295 Design Build Location: Duval County, FL

Name: Archer Western Name of Client: Florida Department of Transportation – District 2 Construction Project Manager: Nelson Bedenbaugh Phone: 800.749.2967 Email: [email protected]

02/2010 01/2015 $70,000 $70,000 $5,007

h. Narrative describing the Work Performed by the Firm identified as the Lead Designer for this procurement. Include the office location(s) where the design work was performed and whether the firm was the prime designer or a subconsultant. The Work History Form shall include only one singular project. Projects with multiple phases, segments, elements, and/or contracts shall not be considered a single project. If a project listed includes multiple phases, segments, elements, and/or contracts, the SOQ may be rendered non-responsive. In any case, only the first phase, segment, element, and/or contract listed will be evaluated. GAI Consultants, Inc. (GAI) served as a prime consultant for the design and permitting of a new 3.5 miles divided highway designed to Interstate standards. GAI provided all highway design, drainage design, and permitting. GAI also provided bridge design, MSE wall design, and oversight of wetland permitting. This project had an 881-day design and construction schedule with the design divided into numerous components allowing construction to begin early in the design process to meet this aggressive schedule. Major engineering components included: 13 Bridge structures over waterways, wetlands, and active interstate

highways System to System Interchange at the I-295/SR 9B intersection designed to accommodate the ultimate future build-out configuration Three miles of new Interstate alignment PCCP Typical Section Stormwater Management Facility Design and Permitting Wetland Permitting Oversight MSE Wall Design Local Access Interchange at the intersection of SR 9B and US 1 Water and Sanitary Forcemain Design


4.2.7 | Conceptual R

oadway Plans

4.2.7Conceptual Roadway Plans

October 4, 1956

3

4

225

To W

ash., D.C.

40

35

30

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

5

6

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY

1

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

*

CITY OF FREDERICKSBURG

0095-111-278

SCALE

0

Stafford County Population 128,961 (2010 Census)

PE-101

C-501

RW-201

OC-095-2(535) 107715

107715

1000 107715

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ROWA

PRELIM. ENGR.

RIGHT OF WAY

CONSTRUCTION

Rte 3

To Richmond

25

20

Cowan Boulevard

Carl Silver P

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DESCRIPTION REFERENCE:

600 1,200

Cell Revised 12/11/12

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

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

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

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6" W

8" S

4" G

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VA.

PROJECT SHEET NO.

R I

MS

SHEET

NO.

COMMONWEALTH OF VIRGINIA

Copyright 2016, Commonwealth of Virginia

d107715001.dgn

Plotted By: deshmrr

1

PR

OJE

CT

MA

NA

GE

R

SECTION NUMBERS)

BELOW FOR

(SEE TABULATION OC-095-2( )

RFP

DESIGN-BUILD

Population 24,286 (2010 Census, Fredericksburg)

INTERSTATE 95

7

CLASSIFICATION

FUNCTIONAL

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

DHV

V (MPH)

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

I-95 ROUTE 3

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

ADT (2014)

GS-5

70 MPH

Freeway-Divided-Rolling

Urban Principal Arterial-

TC 5.11R

*

*

CLASSIFICATION

FUNCTIONAL

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

DHV

V (MPH)

D (%) (design hour)

T (%) (design hour)

ADT (2014)

TC-5.11R

GS-R

Undivided-Rolling

Interchange Ramp-

Undivided-Rolling

Interchange Ramp-

*TC-5.11R

GS-R

5% 5%

30 MPH

4%

45 MPH

GS-5

*TC 5.11ULS

5%

18,900

90,093 60,590

25 MPH

Rte 3

To: Carl Silver Parkway

From: I-95 Bridge

To: Gateway Blvd

From: I-95 Bridge

I-95

I-95

I-95 RAMPS

1

I-95 North of Route 3 I-95 South of Route 3

19,176

8,847 1

2

2

310

305

305

300

220

215

210

150

145

14013

513012

5

120

115

110

105

65

60

55

15

20

25

10

TO WB RTE. 3 (Ramp B)SB I-95 OFF RAMP

TO WB RTE. 3 (Ramp B)

SB I-95 OFF RAMP

Slip Ramp B

RTE. 3 (Loop A)NB I-95 TO EB

(Ramp A)FROM EB RTE. 3NB I-95 ON RAMP

Ramp A Connector

TO EB RTE. 3 (Ramp D)NB I-95 OFF RAMP

95Ric

e

&

Associates

Accu

mark, 3/18/16

STA. 50+17.08 ROUTE 3 CONSTR. BASELINESTA. 96+05.42 I-95 NBL CONSTR. BASELINE

Sta. 9

0+0

0.0

0

NB

L Constr. B

L

0095-111-278, PE-101, RW-201, & C-501

Project Lengths are based on Northbound I-95 Mainline Construction Baseline.

FROM: 0.115 MILES SOUTH OF INT. ROUTE 3

TO: 1.220 MILES NORTH OF INT. ROUTE 3

FROM: 0.115 MILES SOUTH OF INT. ROUTE 3TO: 1.220 MILES NORTH OF INT. ROUTE 3

Plot @ 600

Gateway Blvd

0095-111-27

8,

(NFO)0095-111-278

ADT (2038)

ADT (2038)

30,100

2,400

40,100

3,200

N/A N/A

143,400 115,062

205,000 165,900 107,000 75,800

16,400 13,600 8,600 6,100

60/40 60/40 60/40 55/45

15% 15%NB I-95 (Loop D)

EB RTE. 3 TO

8

4B

155

160

165

100

7050.00

9

10

Fall H

ill Avenue

170

175

NB

L Constr. B

L

Sta. 160+5

0.0

0

7050.00 1.335

7050.00 1.335 7050.00 1.335

7050.00 1.335

7050.00 1.335

By Resolution of Commonwealth Transportation

Board dated LIMITED ACCESS HIGHWAY



1.335

FROM EB RTE. 3(Ramp A, Loop D)

NB I-95 ON RAMP

10

15

Loop B

Undivided-Rolling

Interchange Ramp-

TC-5.11R

GS-R

25 MPH

N/A

FROM WB RTE 3 (LOOP B)

SB I-95 ON LOOP

*

3,900

5,800

460

5%

Divided-Rolling

Other Urban Principal Arterial (Other)

RFP PLANS 9-12-2016

OC-095-2(535)

OC-095-2(535)

MIN. VERTICAL CLEARANCE 16’-6" 16’-6" 16’-6"

MIN. VERTICAL CLEARANCE 16’-6" 16’-6"

*Design Vehicle: AASHTO 2011 WB-67

FHWA 534 DATA 31103

See Plan for horizontal curve data speeds.

Design Vehicle: AASHTO 2011 WB-67

See Plan for horizontal curve data speeds.

GAI

Consultants In

c.

Mark C. B

urris, P.E.

INDEX OF SHEETS

3

4B

5

6

7

TITLE SHEET

PLAN SHEETS

1

DESCRIPTIONSHEET NO.

4

TYPICAL SECTIONS2B - 2S

I-95, RAMP A & RAMP B PLAN SHEET

I-95 PLAN SHEET

I-95 NBL PLAN SHEET

I-95 PLAN SHEET

RAMP B, SLIP RAMP B, & LOOP B PLAN SHEET

I-95 PLAN SHEET

I-95 PLAN SHEET

ROUTE 3 PLAN SHEET 7 SLIP RAMP B

ROUTE 3, RAMP A & RAMP A CONNECTOR

I-95 PLAN SHEET I-95 PLAN SHEET

9 I-95 PLAN SHEET

8

8A-OPT1

10-OPT1

7-OPT1

9-OPT1

TYPICAL SECTIONS2B

2B

BL

14’

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d107715002b.dgn

Plotted By: deshmrr10:37:30 AM

12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

95

0095-111-278

I-95 SBL

12’

16’

6 : 1

Clear Zone min= 30’

GS-115%Seeding Req’d.

Topsoil &

Exist Pave.

X

Station to Station X

14’

12’

12’

6 : 1



Topsoil &

4 : 1

4’

5’ 5’

Exist Pave.

2%

Sta. 104+26.04 to Sta. 108+46.04 12’ to 24’

Sta. 108+46.04 to Sta. 109+60.59 24.5’ & Var

By Resolution of Highway Commission

dated LIMITED ACCESS HIGHWAY

October 4, 1956






RW-201,C-501

0095-111-278

BL

I-95 SBL

16’

6 : 1



Topsoil &

Exist Pave.

12’

6 : 1



Topsoil &

4 : 1

4’

5’ 5’

Exist Pave.

2%

Sta. 109+60.59 to Sta. 113+50.00

Station to Station

BL

2 : 1 Fill Slop

e

2 : 1 Cut Slope

2 : 1 Fill Slop

e

2 : 1 Cut Slope

RAMP B

Rice & Associates

Accumark, 3/18/16

RFP PLANS

1’

1’

12’ & Var.

14’ & Var.

12’ & Var.

14’ & Var.

Overlay/Build-up

Var. Width Mill &

Var. Width Mill & Overlay/Build-up

Mark C. Burris, P.E.

GAI Consultants Inc.

TYPICAL SECTIONS2C

2C

95

0095-111-278

GS-11 5%6 : 1

5’5’

Seeding Req’d.Topsoil &

BL

GradePoint of Finished

Sta. 206+76.83 to Sta. 207+87.91

7.5 % and Var.

14’ 10’



October 4, 1956






RW-201,C-501

0095-111-278

24’ & Var

LineCrown


0.50%

I-95SBL

GS-11 5%6 : 1

5’5’


BL


Sta. 207+87.91 to Sta. 209+75.00

7.5 % and Var.

10’24’ & Var

LineCrown


6 : 1

10’

5’ 5’


6’

0.50% & VarPave.Match

4’

Var.

Var.

Var to 36.5’

Clear Zone min= 20’24’ Min.

GS-11 5%6 : 1

5’5’


BL


Sta. 209+75.00 to Sta. 212+07.91

7.5 % and Var.

10’24’ & Var

LineCrown


6 : 1

10’

5’ 5’


8’

0.50% & VarPave.Match

6’

Var.

Clear Zone min= 20’24’ Min.

1’1’

1’

1’

1’

1’

2 : 1 C

ut Slo

pe

2 : 1 C

ut Slo

pe

2 : 1 C

ut Slo

pe2 : 1 Cut Slope

2 : 1 Cut Slope

6 : 1 Fill Slope 6 : 1 Fill Slope

6 : 1 Fill Slope6 : 1 Fill Slope

6 : 1 Fill Slope

Ramp B

Ramp B

Ramp B

Rice & Associates

Accumark, 3/18/16

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002c.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Var. from 209+75.00 to 210+00.00*

**

12’

Station to Station

Station to Station

Station to Station

RFP PLANS




12’ - 10.22’

14’ - 12.22’

10.22’ - 8’

12.22’ - 10’

*Var. from 211+49.57 to 212+00.00



TYPICAL SECTIONS2D

2D

95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

GS-11 5%6 : 1

5’5’


BL


Sta. 216+50.00 to Sta. 219+89.74

2.0 % and Var.

10’24’ & Var



1’

2 : 1 Fill Slop

e 2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’

GS-115%

1’

*

*

Var

BL

from sta. 218+25 to sta. 218+50.83Transition shoulder slope from match proposed pavement to -5% (St’d GS-11)

Ramp B

Slip Ramp B

Rice & Associates

Accumark, 3/18/16

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002d.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Station to Station

St’d MC-4

RFP PLANS

Overlay/Build-up

Var. Width Mill &


Pave.Match

St’d MC-4

GS-11 5%6 : 1

5’5’


BL


Sta. 212+07.91 to Sta. 216+50.00

2.0 % and Var.

10’24’ & Var

Clear Zone min= 20’Clear Zone min= 20’

1’1’2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’


6’

9’

Pave.Match

Ramp B

Station to Station

St’d MC-4

Overlay/Build-up

Var. Width Mill &2 : 1

Min Fill slop

e

2 : 1

Var.3’

3’See X-Sections

Mod. SlopesVar.



TYPICAL SECTIONS2E

2E

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002e.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

GS-11 5%6 : 1

5’5’


BL


Sta. 222+02.52 to Sta. 224+67.74

2.0 % and Var.

10’


2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’

5’ 5’


6’

4’

2 : 1 Cut Slope GS-115%


24’


9’

6’2 : 1 Fill Slop

e

GS-115%

Ramp B

Rice & Associates

Accumark, 3/18/16

Station to Station

St’d MC-4

12’

RFP PLANS

6’ Min.

GS-11 5%6 : 1

5’5’


BL


1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

Ramp B

Station to Station

Overlay/Build-up

Var. Width Mill &1’

BL

Slip Ramp B


2 : 1 Fill Slop

e

St’d MC-4

Sta. 219+89.74 to Sta. 222+02.52

See X-Sections

Mod. Slopes

5% GS-11 Pave.Match

Var.

Var.

6’

See X-Sections

Mod. Slopes9’ Var. 8’




GS-11 5%6 : 1

5’5’


8’


16’


10’ 10’6’

4’

Sta. 302+18.65 to Sta. 306+23.16

GS-115%

BL


Sta. 306+23.16 to Sta. 308+67.52

2 % and Var.

6.3 % and Var.

TYPICAL SECTIONS2F

2F

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002f.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

2 : 1 C

ut Slo

pe


6 : 1 Fill Slope


(See X-Sections)

6 : 1 & Var

Slip Ramp B

Rice & Associates

Accumark, 3/18/16

Station to Station

Station to Station

RFP PLANS

GS-11 5%


13’

6 : 1 Fill Slope

BL

Slip Ramp B

10’

Pavement

Rte. 3

Exist 1’

10’

Seeding Req’d.Topsoil &See X-sections

Prop Retaining Wall

Sta. 308+67.52 to Sta. 310+45.99



10’

Match Pave. Slope

Match Pave. Slope

Seeding Req’d.Topsoil &See X-sections

Prop Retaining Wall

(See Plans)St’d MS-1A



Var.

3 &

20’ to 13’

X

X

13’

TYPICAL SECTIONS2G

2G

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002g.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BL

Rte. 3

Match Exist.

0.58’ 3’

Fill Slope

2 : 1 & Var.

2’

1’

55’

WBL Rte. 3 EBL Rte. 3

1’1’

12’ 1’

23’ & Var.

Turn Lane

Sta. 29+40.84 to Sta. 30+46.59

Match Exist.

4’ Var.

1’

2 % 2 %

BL

Rte. 3

Match Exist.Fill Slope

4 : 1 & Var.

6’

EBL Rte. 3

1’

0’ -12’

Turn Lane

Sta. 33+30.00 to Sta. 35+79.16

GS-115%

4’

See Slip Ramp Typical from Sta. 33+50.00 Ahead

Rice & Associates

Accumark, 3/18/16

= 4.58’

Offset

Lateral

Station to Station

Station to Station

RFP PLANS



2’

1’

12’ 1’

(See Plans)St’d MS-1

Match Exist.

2’

25’


Prop Retaining Wall

See X-sections

Match Exist.

0.58’ 3’

Fill Slope

2 : 1 & Var.

2’

1’

55’


1’1’

12’ 1’ Turn Lane

Sta. 30+46.59 to Sta. 33+30.00

Match Exist.2 %

Station to Station 77’

2’

BL

Rte. 3

ST’D. CG-6

2.5’

10’

25’


Prop Retaining Wall

See X-sections

2’ 55’

WBL Rte. 3

1’

12’ 1’

Match Exist.

77’

10’

25’


Prop Retaining Wall

See X-sections

St’d CG-3

St’d CG-3

12’

12’

2’

Var.

10’ & Var.

(See Plans)Flexible Post Delineators

St’d MS-1 with

Var. Width Mill & Overlay



& Overlay

Var. Width Mill


St’d MS-1A with


St’d MS-1A with

77’ & Var.



TYPICAL SECTIONS2H

2H

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002h.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BL

Rte. 3


Sta. 35+79.16 to Sta. 38+00.00

See Slip Ramp Typical from Sta. 33+50.00 Ahead

Rice & Associates

Accumark, 3/18/16

Station to Station

RFP PLANS

77’

BL

Rte. 3


Station to Station

Sta. 38+00.00 to Sta. 40+50.00

1’

GS-115%


8’

10’10’

6 : 1

5’ 5’

2 : 1 Cut Slope

Var.

BL

Rte. 3


Station to Station

Sta. 40+50.00 to Sta. 43+49.12

1’

GS-115%


8’

10’10’

6 : 1

5’ 5’

2 : 1 Cut Slope

12’ - 24’

St’d MS-1A

BLWBL Rte. 3 EBL Rte. 3

Sta. 43+49.12 to Sta. 46+92.98

Station to Station

Rte. 3

Sta. 40+75.00 to Sta. 46+64.52

Station to Station

Loop B

Ramp BSlip

St’d MS-1A




Var. Width Mill & Overlay Var. Width Mill & Overlay (2 Lanes)

77’ & Var.



TYPICAL SECTIONS2i

2i

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002i.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

GS-11 5%6 : 1

5’5’


BLGradePoint of Finished

10’

6 : 1

10’


6’

4’


1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

2.0 %

1’

GS-115%

9’

6’


Topsoil &

2 : 1

Fill sl

ope

Clear Zone min= 20

GS-11 5%


13’

2: 1 Fill Slope

2 : 1

Fill sl

ope

6 : 1

14’


6’

4’


GS-115%

Ramp A

Rice & Associates

Accumark, 3/18/16

10’

GS-11 5%

10’ Retaining wallProp. Special Design

2 : 1 C

ut Slo

pe

5’ 5’

2 : 1 Cut Slope4 : 1

X

Sta. 10+57.73 to Sta. 15+20.00 20’


Sta. 15+20.00 to Sta. 21+20.00 20’ - 12.7’

Sta. 21+20.00 to Sta. 23+25.00 12.7’

GS-11 5%6 : 1

5’5’


BL

1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

Ramp A

12.7’

Station to Station

Sta. 23+25.00 to Sta. 25+50.00

16’ & Var.

Station to Station

Sta. 11+75.00 to Sta. 14+00.00

(Outside Edge of Pavement)Match Exist

Station to Station

Sta. 25+50.00 to Sta. 26+10.13

Var. 12’14’

12’


4 : 1

4’

Transition Shoulder From 22+25 to 23+25



4’

RFP PLANS

Overlay/Build-up

0’ - Var. Width Mill &

Overlay/Build-up

Var. Width Mill &

BL

1’

Ramp A

Var.

Overlay

Var. Width Mill &



8’ - 10’

10’ - 12’

GS-11 5% Seeding Req’d.Topsoil &

2: 1 Fill Slope

10’


13’

Sta. 12+23.00 to Sta. 14+25.53

3.0 %

Var.

TYPICAL SECTIONS2J

2J

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002j.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BL

Rte. 3


1’

Sta. 10+74.29 to Sta. 15+50.06

BL

LaneTurn

32.5’


Match Exist.2 %

1’1’

13’

1’

Sta. 51+35.00 to Sta. 52+24.29

26.75’

BL

Rte. 3

WBL Rte. 3

BL

5.75’ & Var.

LaneTurn

2 %

9’

GS-115%


(See Plans)

Var.

Var.

8’ &

Var.

6’ &

X-Sections)

(See

6 : 1 & Var.

X-Sections)

(See6 : 1 &

Var.

EBL Rte. 351+50 to 52+25)

(Transition from

Match Exist.

Rice & Associates

Accumark, 3/18/16

Ramp A Connector

Sta. 51+00.42 to Sta. 51+35.00 (Mill And Replace Exist pavement EBL Rte. 3)

Station to Station

Station to Station

Station to Station

GS-11 5%


2: 1 Fill Slope


Sta. 11+75.00 to Sta. 12+23.00

3.0 %

Var.

Ramp A Connector

Station to Station

1.5 % & Var.

St’d MC-4 St’d MC-4

Match Exist.

St’d MC-4

1’

RFP PLANS

WBL Rte. 3

4’

5%

& Var.

5.75’

GS-115%

1’

Match Exist.

(See Plans Begin at 11+35)St’d MS-1A

Crown LineApproximate Existing


Overlay/Build-up

Var. Width Mill &

Overlay/Build-up

Var. Width Mill && Overlay

Var. Width Mill

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

10’ & Var.

13’ & Var.

11’ & Var.



BL

Rte. 3


1’

Sta. 15+50.16 to Sta. 16+30.33

BL

LaneTurn

32.5’


2 %

1’1’

(See Plans)St’d MS-1A

13’

TYPICAL SECTIONS2K

2K

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002k.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BL

Rte. 3


1’

Sta. 16+30.33 to Sta. 17+53.88

BL

LaneTurn

32.5’


1’

Var.

(See x-Section)

Transition

Var.

31’

31’

Rice & Associates

Accumark, 3/18/16

Station to Station

Station to Station

RFP PLANS

1.5 % & Var.

*

*Turn Lane baseline transitions to left of Rte. 3 Baseline



Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Overlay/Build-up

Var. Width Mill && Overlay

Var. Width Mill

& Overlay

Var. Width MillOverlay/Build-up

Var. Width Mill &

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill



TYPICAL SECTIONS2L

2L

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002l.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BL

Rte. 3


BL

1’

Match Exist.

LaneTurn

GS-11 5%


13’

2 : 1 Fill slope10’

48’

Sta. 52+50.00 to Sta. 53+50.00

BL

Rte. 3


BL

LaneTurn


13’

2 : 1 Fill slope10’

1’

GS-11 5%


8’

10’

Clear Zone min= 20

(See X-Sections)

6 : 1 & Var.

Match Exist.

Sta. 53+50.00 to Sta. 54+55.00

Var.

5.75’

5.75’

Rice & Associates

Accumark, 3/18/16

(See Turn Lane Typical)


Station to Station

Station to Station

St’d MC-4

St’d MC-4

RFP PLANS

67.75’

67.75’

12’2’

2’ 60’





TYPICAL SECTIONSVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002m.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

BLWBL Rte. 3

EBL Rte. 3

BL

Match Exist.

1’

GS-11 5%


8’

10’

Clear Zone min= 20

(See X-Sections)

6 : 1 & Var.

Match Exist.

Var.

LaneTurn

Rte. 3

Var.

(See Plans)

Var.

WBL Rte. 3

BL

Rte. 3

1’Min.

1’

32.5’

(see Plans)

Var.

31’

GS-11 5%


5’

10’

6 : 1 5% GS-11

4’

10’

6 : 1

Accumark, 3/18/16

Rice & Associates


Station to Station

2M

2M

RFP PLANS

Sta. 54+55.00 to Sta. 60+00.00

St’d MC-4

WBL Rte. 3

BL

Rte. 3

1’

5%


5’

6 : 1

St’d MC-4

Station to Station

Sta. 60+00.00 to Sta. 62+55.00

8’

WBL Rte. 3

BL

Rte. 3

Station to Station

Sta. 60+75.00 to Sta. 66+44.29

Sta. 59+00.00 to Sta. 60+00.00

Station to Station

& Overlay

Var Width Mill

Overlay/Build-up


Var. Width Mill &

& Overlay

Var Width Mill

& Overlay

Var. Width Mill

Overlay (End Full width 60+75.00)

Var Width Mill &

(One Lane and turn Lane)

Var Width Mill & Overlay



TYPICAL SECTIONS2N

2N

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002n.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


BL

14’

I-95 NBL

12’


GS-11 5%


Exist Pave.

Match Exist

1’

X

6 : 1 4 : 1

5’5’

2 : 1 C

ut Slo

pe

12’ 4’

BL

14’

I-95 NBL

12’


GS-11 5%


Exist Pave.Exist Pave.

Match Exist

1’6 : 1 4 : 1

5’5’

2 : 1 C

ut Slo

pe

12’ 4’

BL

Ramp A

Station to Station

Sta. 112+34.81 to Sta. 115+00.00

36.7’

Exist Pave.

Sta. 115+00.00 to Sta. 117+50.00 36.7

Sta. 117+50.00 to Sta. 125+90.00 36.7’ - 25.8’

14’

12’


GS-11 5%


6 : 1

16’

4 : 1



RFP PLANS

24’ 12.7’

*

*


Sta. 112+34.81 to Sta. 113+25.00



TYPICAL SECTIONSVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002o.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16

14’


2 : 1 Fill Slope

BL

14’

I-95 NBL

12’


GS-11 5%


Exist Pave.

Match Exist

1’6 : 1 4 : 1

5’5’

2 : 1 C

ut Slo

pe

12’ 4’

Exist Pave.

17’

14’

GS-11 5%Seeding Req’d.

Topsoil &

6 : 1 4 : 1

5’5’

2 : 1 C

ut Slo

pe

12’ 4’

St’d MC-4

17’

14’

GS-11 5%

St’d MC-4


2 : 1 Fill slope

2-O

2-O



RFP PLANS

25.8’

Sta. 125+90.00 to Sta. 133+30.00

Station to Station

Pier Protection System



TYPICAL SECTIONS2P

2P

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002p.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


BL

14’

I-95 NBL

12’

GS-11 5%

Exist Pave.

Match Exist

1’

X

Sta. 133+30.00 to Sta. 134+50.00 25.8’’

Sta. 134+50.00 to Sta. 137+50.00 Var. (Taper)

Exist Pave.

17’

14’

GS-11 5%


2 : 1

St’d MC-4

10 : 1



RFP PLANS



2 : 1


OPT12P-

OPTION 12P-OPT1

TYPICAL SECTIONSVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002p - option 1.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956






RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


BL

14’

I-95 NBL

12’


GS-11 5%

Exist Pave.

Match Exist

1’

X

Sta. 133+30.00 to Sta. 134+50.00 25.8’’

Sta. 134+50.00 to Sta. 137+50.00 Var. (Taper)

Exist Pave.

17’

14’

GS-11 5%


6 : 1

12’

St’d MC-4

12’

6 : 1


6 : 1

5’5’(See Plans)

Prop. Sound Wall


Var.

Var.

Station to Station

BL

14’


Exist Pave.

Match Exist

Exist Pave.

12’

6 : 1


6 : 1 Var.

I-95 NBL

Sta. 137+50.00 to Sta. 144+25.00

Station to Station

BL


(See Plans)Prop. Sound Wall

I-95 NBL

Sta. 144+25.00 to Sta. 160+50.00

will determine wall size and location.Final Plan Design and Noise AnalysisSound Wall location is preliminary.102’



RFP PLANS

6 : 1 5%


2%

2 : 1 V

ar.

Fill Slope

2 : 1 & Var.

& Ult. NB CD-Road Typical)

Var. (See X-Sections

5’5’


2 : 1 V

ar.

Fill Slope

2 : 1 & Var.





5%

5’5’


2 : 1 V

ar.

Fill Slope

2 : 1 & Var.


5’

2 : 12 : 1

2%

5’

2 : 12 : 1

2%

5’

2 : 12 : 1



OPTION 1

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002q - option 1.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


RFP PLANS






TYPICAL SECTIONSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)

Rice & Associates

Jason Henry, P.E. (804) 786-5975 (Central Office)

Accumark, 3/18/16

BL


6 : 1


6’ 12’

Sta. 47+000 to Sta. 58+00.00

Station to Station

NB CD-RoadUltimate

Super Section

12’

GS-115%

12’

STD. MB-7A


5%

Min.

4’

2.5’


2 : 1 & Var Fill Slope

12’

STD. MB-7A


5%

Min.

4’

2.5’


2 : 1

5’5’

2 : 1 & V

ar.

2Q-OPT1

OPT12Q-

will determine wall size and location.Final Plan Design and Noise AnalysisSound Wall location is preliminary.

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 2R

2R

RFP PLANS






TYPICAL SECTIONSRice & Associates

Accumark, 3/18/16

GS-11 5%


BL


6 : 1



1’

8’

10’

1’

Loop B

18’ & Var.


Sta. 10+000 to Sta. 13+00.00

Station to Station

Pavement SlopeMatch

6 : 1


9’

4’

SlopePavement

Match

SlopeExist.Match

1’

6 : 1


9’

6’

1’

Station to Station

Sta. 13+00.00 to Sta. 14+25.00

6 : 1 3 : 1 3 :

1

5’5’

(See X-Sections)

6’6’

Seeding Req’d.Topsoil &BL

Loop B

Station to Station

6 : 1

3 : 1

5’5’

(See X-Sections)

6’

Sta. 13+00.00 to Sta. 15+50.00

St’d SI-2

Overlay/Build-up

Var. Width Mill &

Var.

6’ & Var.



6’ & Var.

9’ & Var.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002r.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


BL

I-95 NBL



Topsoil &


Match Exist

0’ to 6.5’

Station to Station

Sta. 90+00.00 to Sta. 91+50.00

6 : 1 & Var.(See X-Sections)

BL

I-95 NBL



Topsoil &


Match Exist

Station to Station

Sta. 91+50.00 to Sta. 93+00.00

6 : 1 & Var.(See X-Sections)

1’

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 2S

2S

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002s.dgn


12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


RFP PLANS






TYPICAL SECTIONSRice & Associates

Accumark, 3/18/16

& Overlay

Var Width Mill

Overlay/Build-up

Mill &

12’ & Var.

14’ & Var.

6.5’ to 13’

12’ & Var.

14’ & Var.








RW-201,C-5010095-111-278, P-101, 30095

30095-111-2780

SCALE

50’ 100’

Denotes area of proposed pavement

Denotes area of demolition of pavement

Denotes area of proposed paved shoulder

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

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

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

Denotes Survey Obscured Areas


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715003 - shaded.dgn


12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Rice & Associates

Matc

hline Sta. 3

8+0

0.0

0 Sheet 4



October 4, 1956

Utility Owners:

Department of Public Works

Bassam Amin

P.O. Box 7447

Fredericksburg, VA 22404

(540)-372-1023 ext. 251

Power: Dominion Virginia Power

Susan Smith

7500 West Broad Street

Richmond, VA 23294

Telecomm:

Mark Sheriff

Woodbridge, VA 22193

Verizon (VZN)

William (Bill) Lacy

Verizon Project Designer / Highway Relocations

9401 Peabody Street Manassas, VA 20110

Steve Ragland

22375 Broadrick Dr.

Suite 165

Dulles, VA. 20166

Cox Communications (COX)

PEG Bandwidth (PEG)

Sidera Networks (SID)

Rick Stransky

Gas: Columbia Gas

NiSource Damage Prevention Screening

1600 Dublin Road

Marble Cliff, Ohio 43215

Anderson Propane

Brian Stanley

[email protected]

[email protected]

[email protected]

[email protected]

City of FredericksburgWater and Sewer:

[email protected]

4391 Dale Blvd

Comcast (CMC)

City of Fredericksburg

SummitIG (SIG)

Fredericksburg, VA 22401

James Cummings

1310 Belman Road

Michael Llamas

8532 Skip Jack Pl

Pasadena, MD 21122

[email protected]

[email protected]

Mobile: (804)-839-9960

(804)-385-6664

office (703)-369-9571 fax (703)-330-7323

cell (540)-520-1905

(804)-317-4483

(517)-237-8596

(443)-827-1786

(801)-669-4175

Cell : (614)-315-6524

Office: (614)-481-1456

Fax: (614)-481-1264

(540)-295-5831

[email protected]

RFP PLANS

of existing pavement

Denotes var. mill and overlay/build-up



Denotes ditch

Denotes flat bottom of ditch

A

B

C

CENTRAL PARK 1218, LLCInst.# 050001917PB 11 PG 90-91

1.755 AC.GPIN# 7769-62-4664

CENTRAL PARK 1223, LLCInst.# 050001919PB 11 PG 90-91

1.434 AC.GPIN# 7769-62-7720

D

CENTRAL PARK 1200, LLCInst.# 050001909

PB 8 PG 69-70

1.002 AC.GPIN# 7769-72-0750

Inst.# 040000745

2.349 AC.GPIN# 7769-62-4926

OWNERS ASSOCIATION, INC.

THE CENTRAL PARK PROPERTY

PB 9 PG 54

FREDERICKSBURG 35, LLCInst.# 020003407PB 9 PG 102-103

0.990 AC.GPIN# 7769-62-9730

PB 10 PG 159

GPIN# 7769-6

2-9857

CARL D. SILVER, ESTATE

PB 8 PG 27-3

1

2.32 AC. (Per

GIS)

Inst.# 060003016

GPIN# 7769-62-5175

DEVELOPMENT, LLC

FREDERICKSBURG

0.3430 AC.

Inst.# 150003092

PB 7 PG 54

0.643 AC.

GPIN# 7769-62-0541

OWNER ONE, LLCMACH II MCB SILVER PORTFOLIOA

B FREDERICKSBURG 35, LLCInst.# 020003400

PB 9 PG 33

0.932 AC.

GPIN# 7769-62-1652

C

D

DB 300 PG 489

0.111 AC.

GPIN# 7769-62-4532

OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY

Inst.# 150003110

PB 9 PG 130-132

1.396 AC.

GPIN# 7769-62-0862

OWNER ONE, LLCMACH II MCB SILVER PORTFOLIO

Inst.# 020003413PB 12 PG 45

0.919 AC.GPIN# 7769-52-9998

FREDERICKSBURG 35, LLC

CE

NT

RA

L P

AR

K 12

09, LLC

Inst.# 0500019

26

PB 9 P

G 118-119

1.093

AC.

GPIN

# 7769-7

2-2

713

Inst.# 060003016

9.8445 AC.GPIN# 7769-71-1827

FREDERICKSBURG DEVELOPMENT, LLC

Inst.# 150000201

2.4231 AC.GPIN# 7769-61-6928

PB 14 PG 72

FREDERICKSBURG DEVELOPMENT, LLCInst.# 060003016

GPIN# 7769-62-5175

DEVELOPMENT, LLC

FREDERICKSBURG

0.3430 AC.

RICHARD A. PRUITTInst.# 030004267

.5063 AC.GPIN# 7769-62-4137

PB 5 PG 22PB 12 PG 43A

Inst.# 030004264PB 12 PG 43A

1.0815 AC. (Per GIS)GPIN# 7769-62-2163

RICHARD A. PRUITT

Inst.# 030004264

0.57 AC. (Per GIS)GPIN# 7769-62-1142

RICHARD A. PRUITT

PB 12 PG 43A

T

TC

TC

TV

T

TT

880013B

T

F

TV

T164 10 C3 6474

Vzn

EB

T

F

G

Columbia

T

T

T

880013A

TC

8800

13C

TC

F

(no #)

Vzn

(Empty Con

duit - VZ

N)

(COX)

(COX)

(PE

G)

Not On Records

(VZN)

(VZN)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(VZ

N)

#164 10 C3 5456

#QE97A

#QE83

#QD77

(PE

G)

PV

C

ConcreteConcrete

Concrete

Ductile Iro

n

#103

#104

#105

Ductile Iron

PVC

Ductile Iro

n

#107

#108

#109Ductile Iron

Ductile Iron

PVC

PV

C

#110

Per GIS (#112

Inaccessible

)

#112

#111 A

B

12"

D. I.

8" P

VC

Ductile Iron

Ductile Iron

S

S

S

S

S

S

S

S

S

T

T

T

T

T

T

E

T

D

D

D

D

D

D

D

#206

#205

#203

#204

#202

#201

#228

#230

#207

#200

15" RCP

15" R

CP

15" R

CP

18" RCP

24" RCP

24" RCP

24" RCP

15" R

CP

#21418" RCP

#229

18" CMP

18" RCP

15" CMP

18" R

CP

D

A

A

B

B

C

Underdrain

D

D

D

D

D

18" RCP

15" RCP18" R

CP

18" RCP 24" RCP

24" CMP

24" C

MP

15" RCP

A

B

C

D

E

F

G

H

J

K

LM

N

O

P

Q

S

R

(S 72°0

6’19" W 94.34’

)

47.58’)

(S 87°47’22" W

(N 21°3

9’4

7"

W 19

5.0

0’)

(N 78°26’56"

E 177.17’)

(N 78°26’56"

E 315.65’)

(S 78°26’56"

W 173.23’)

L= 111.84’)

(R= 637.00’

L=

279.2

0’)

(R=

545.0

0’

L= 80.44’)

(R= 50.00’

(S 11°33’0

4" E 14

5.0

0’)

L= 76.64’)

(R= 50.00’)

L= 61.43’)

(R= 13

5.00’)

L= 6

8.10’)

(R= 13

5.0

0’)

L= 10.55’)

(R= 2830.42’)

(L= 63.52’)(R= 2830.42’)

(N 09°22’2

4"

W 89.0

3’)

85.3

6’)

(S 30°3

9’3

1" E

(S 86°43’23" W 377.75’)

88.00’)(S 78°

26’56" W

(N 05°01’16" E 13

5.9

5’)

(S 85°51’07" E

5.18’)

(S 85°57’28" E 119.79’)

52.13’)

(N 29°15’5

6" E

(S 05°22’3

1" W 14

9.8

6’)

(N 04°2

6’13" E 14

9.8

6’)

100.16’)

(S 82°34’38" E

(N 05°14

’35" E 14

9.2

0’)

DB 199 PG 340

Ex. 30’ Ingress/Egress Esmt.

DB 248 P

G 457

Ex. 20’ In

gress/

Egress Es

mt.

(Approximate Location)

DB 197 PG 135

Ex. VEPCO Esmt.

193.00’)

(N 78°26’56" E

64.22’)

(N 36°37’50" E

(S 78°26’56"

W182.55

’)

L= 47.34

’)(R= 268.22

’

24.94’)

(N 68°2

0’13" E

31.50’)(N

68°20’13

" E

81.18’)

(N 21°3

9’4

7"

W

97.12’)

(N 18

°46’3

7"

W82.2

6’)

(S 21°3

9’4

7" E

77.0

4’)

(N 21°3

9’4

7"

W

(N 21°3

9’4

7"

W 233.4

6’)

PB 7 P

G 54

Ex. 2

0’ S

anita

ry Sewer Es

mt

PB 9 P

G 33

Ex. W

aterlin

e Esmt.

Ex. 15’ In

gress/

Egress Es

mt. PB

9 PG 3

3

PB 7 P

G 54

Ex. W

aterlin

e Esmt.

PB 9 PG 33Ex. 20

’ Waterline Es

mt.

PB 7 PG 54

Sewer Esmt.

Ex. 20’ Sanita

ry

78.32’)

(N 5

9°20’29"

E

(S 09°2

2’2

4" E 203.2

5’)

61.77’)(S 78°3

8’18" W

9.45’)(S

72°06’19"

W

L=

66.3

1’)

(R=

90.0

0’

L= 33.76’)

(R= 669.0

0’

L=

98.4

8’)

(R=

746.0

0’(S

21°3

9’4

7" E 119.0

4’)

15.76’)

(S 84°47’10" E

L= 52.09’)

(R= 95.00’

(N 45°00’00" W 253.93’)

21.67’)

(S 5

7°25’17" W

34.43’)

(S 5

4°51’26" W

28.27’)

(S 5

2°57’09" W

56.17’)

(S 5

1°56’59" W

L=

171.84’)

(R=

748.0

0’

66.9

2’)

(S 09°2

2’2

4" E

PB 9 P

G 13

0

Ex. 20’ Sanitary Sewer Es

mt.

PB 9 P

G 20

Ex. 20

’ Sanita

ry Sew

er Esm

t.

PB 9 P

G 13

0

Ex. 15’

Waterline Es

mt.

PB 10 P

G 12

Ex. 15’

Waterline Es

mt.

PB 9

PG 130

Ex. 2

0’ Stor

m Dr

ainage

Esmt.

PB 10 P

G 12

Ex. 2

0’ Stor

m Dr

ainage

Esmt.

(S 03°16’3

7" E 13

8.0

0’)

(S 03°16’3

7" E 217.2

4’)

(N 03°16’3

7"

W 336.2

8’)

(S 03°16’3

7" E 317.0

9’)

135.12’)

(N 86°43’23" E

60.8

8’)

(S 11°3

3’0

4" E

80.3

5’)

(S 03°16’3

7" E

48.60’)

(N 86°43’23" E

22.18’)

(S 03°16’3

7" E

24.03’)

(S 87°28’49" E

36.04’)

(N 86°43’23" E

54.7

3’)

(S 03°16

’37" E

23.5

0’)

(S 05°3

9’3

0"

W

28.5

0’)

(S 03°16

’37" E

PB 8 PG 27Ex. Sa

nitary Sewer

Esmt.Ex. 15’

Sanitary Sew

er Esmt. PB 8 P

G 53

PB 8 PG 27Ex. Wa

terline Esmt.

Ex. 15’ Virgin

ia Power Esm

t. DB 284 PG 403

Ex. 5’ Waterl

ine Esmt PB 8 P

G 53

(S 86°43’23" W 132.00’) (S 86°43’23" W 120.00’)

10.33’)

(N 86°43’23" E

DB 290 PG 659

Ex. Bell Atlantic Esmt.

10.03’)

(S 86°43’23" W

(S 5

9°35’59" W 119.

07’)

PB 9 PG 54

Management Esmt.

Ex. Stormwater

PB 8 PG 50-52Ex. 20’ Sanitary Sewer Esmt.

(Approx. L

ocation)

DB 276 P

G 12

4Ex. 15’

Vir

ginia Power Es

mt.

(Approx. L

ocation)

DB 290 P

G 700

Ex. 15’

Vir

ginia Power Es

mt.

(Approx. L

ocation)

DB 276 P

G 12

4

Ex. 15’

Vir

ginia Power Es

mt.

(Approx. Location)DB 276 PG 124

Ex. 15’ Virginia Power Esmt.

PB 9 P

G 33

Ex. 24’ In

gress/

Egress Es

mt.

PB 9 PG 3

3

Ex. 24

’ Ingres

s/Egre

ss Esm

t.

PB 9 PG 33Ex. 15’

Ingress/Egr

ess Esmt.PB 9 P

G 130Ex. 15’ Ingres

s/Egress Es

mt.

PB 9 PG 130Ex. 24

’ Ingress/Eg

ress Esmt.

PB 9 PG 130


PB 8 PG 27& Stor

m Sewer Eas

ementEx. 50

’ Ingress/Eg

ress Esmt.

PB 9 P

G 10

3

Ex. 24’ In

gress/

Egress Es

mt.

PB 9 P

G 10

3

Ex. 12’ In

gress/

Egress Es

mt.

PB 8 P

G 69

Ex. 12’ In

gress/

Egress Es

mt.

PB 9 P

G 10

2

Ex. 24’ In

gress/

Egress Es

mt.

Ir

Ir

Ir

Ir

Ir Ir Ir

Ip

Ir

Ir

RW

Mon.

RW

Mon.

Ir Ir

Ir Ir

Ir

RW

Mon.

Ir Ir Ir

(N 06°4

9’2

8" E 277.7

8’)

18.94’)(S 89°5

3’21" W

(S 88°12’23" W 142.39’)

18.38’)

(S 36°58’2

9" E

155.66’)

(N 64

°21’0

6" E

PB 5 P

G 22

Ex. 30’ In

gress/

Egress Es

mt.

(S 06°49’2

8"

W)

Existing VDOT Limited Access R/W per Plans 0095-089-101

PB 9 P

G 40-4

7Varia

ble

Width R/

WCarl

D. Silver Parkway

Existing VDOT R/W per Plans 0095-089-101

per Plans 00

95-089-101Existin

g VDOT R/W

DB 316 PG 723

DB 288 PG 536

for Public Use

City of Fredericksburg

Dedicated to the

Commerce Street

S 03°0

5’3

4" E

N 03°0

5’3

4"

W

S 03°05’3

4" E

S 11°2

2’0

1" E

N 59

°31’3

2" E

S 30°2

8’2

8" E

S 11°22’0

2" E

N 21°26’4

7"

W

N 21°26’4

7"

W

S 01°4

6’18" E

N 01°5

4’17"

W

N 04°36’3

1" W

N 02°0

7’3

6"

W

S 04°16’5

4" E

N 68°3

3’13" E

(S 68°

20’13"

W 109.17’)

PB 10 P

G 13

Esmt. (P

rivate)

Ex. 2

0’ S

anitary S

ewer

PB 8 P

G 27

Es

mt.

Ex. 20’

Waterline

PB 5 PG 22Ex. 20

’ Ingress/Egr

ess Esmt.

Ir



Ir

End Limited Access

End Limited AccessLimited Access Line per Plans 0095-089-101

100’ Taper500’ Storage

Sawcut

St’d. GR-9 Req’d.St’d. GR-11 Req’d.

St’d.Saw Cut Req’d.

St’d. Radial CG-3 Req’d.

Sawcut

Curve ROUTE3-1PI = 25+39.20

T = 566.95’L = 1,119.22’

R = 2,843.00’

19+72.25PC =

PT = 30+91.47

25

26

27

28 2

9 30

PT30+9

1.47

31

32

33

34

35

36

37

38

CA

RL

D. SIL

VE

R

PA

RK

WA

Y

RTE 3Delineator (4

0 center)

End Fle

xible Post

Delineator (40 center)

Beg Flexible Post

Station 29+40.84 Constr. BL

Beg Construction Rte.3

Req’dSt’d. GR-2

Rte. 3 EB

Rte. 3 WB


End Construction Slip Ramp B

Slip Ramp B

+90.0

0

Req’d.

St’d. M

S-1

+73.0

0

+73.0

0

Cut Req’d.

St’d.Saw

306

PT306+5

4.7

0

307

308

PC308+6

7.5

2

309

310

PT310

+45.9

9

PO

T310

+95.9

9

Curve SLIPRPB1PI = 305+25.04

T = 149.32’L = 278.98’R = 316.00’

303+75.72PC =PT =306+54.70


T = 89.24’L = 178.47’R = 5,894.15’

308+67.52PC =PT =310+45.99

212.82’ Taper

CF FCProp Limited Access

LineProp. RW &

CF CF

St’d FE-CL Vinyl Coated Req’d

CF

Type 1

Req’d.

St’d. G

R-FOA-

2

St’d. Radial CG-6 Req’d.

E = Normal CrownE = 6.3%V=25 MPH

V=25 MPH

008007

009

Req’dSt’d. GR-2

GR-11 Req’dSt’d Guardrail Terminal


Wall Req’dProp. Retaining

CG-3 Req’d.

St’d. MS-1A Req’d.

St’d. MS-1A Req’d.

0095 4

4

Matchlin

e Sta. 2

16+0

0 Sheet 6



October 4, 1956

0095-111-278

0

SCALE

50’ 100’








C

F



RW-201,C-5010095-111-278

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Matc

hline Sta. 5

3+0

0 Sheet 5

Matc

hline Sta. 3

8+0

0 Sheet 3

Matchline Sta. 103+50.00 Sheet 6



For Utility Owners, refer to Sheet 3.

Accumark, 3/18/16

Rice & Associates

Matchline Sta. 95+00.00 Sheet 4B

Matchline Sta. 94+50.00 Sheet 4B

RFP PLANS






Denotes ditch




Inst.# 150003102

PB 11 PG 16-17

1.525 AC.GPIN# 7769-72-3980

OWNER ONE, LLC

MACH II MCB SILVER PORTFOLIO

Inst.# 15

0003096

1.096

AC.

GPIN

# 7769-7

3-5

163

OW

NE

R

ON

E, LLC

MA

CH II M

CB

SIL

VE

R

PO

RTF

OLIO

PB 10 P

G 15

9-161

PB 11 P

G 16-17

CE

NT

RA

L P

AR

K 12

09, LLC

Inst.# 0500019

26

PB 9 P

G 118-119

1.093

AC.

GPIN

# 7769-7

2-2

713

PB 10 P

G 159

GPIN#

7769-62-9857

CARL

D. SIL

VER, ESTATE

PB 8 P

G 27-3

1

2.32 AC. (Per GIS)

E TC

E

E

E

E

F

E

E

TT

EB

WM

#SE9

OH

Sig

n #880023

OH Sign #880015

OH Sign

OH Sign

OH Sign

(SIG)

(COX)

S#100

PVC

PVC

PVC

#101

PVC

#102PVC

S

S

#223

#222

54" R

CP

54" R

CP

18" RCP

#225

#246

#245

#243

18" RCP

#221

(S 5

9°35’59" W 119.

07’)

47.13’)

(S 45

°16’29" W

(S 33°42’16"

W 332.70’)

(S 5

6°17’44" E 150.81’)

(N 03°16

’37"

W 316.3

6’)

(S 45

°16’29" W

63.60’)

(S 03°16’3

7" E 290.2

6’)

DB 300 P

G 361

Ex. 15’

Vir

ginia Power Es

mt.

DB 300 P

G 361

Ex. 15’ Virginia Pow

er E

smt.

DB 341 P

G 190

Gas Pipeline E

smt.

Ex. 15’ Colum

bia Gas of Virginia

DB 341 P

G 190

Gas Pipeline

Esmt.

Ex. 15’ Columbia Gas of Virginia

PB 11 P

G 17

Ex. 20’ Sanitary S

ewer E

smt.

DB 28

6 PG

505

Ex. 15’ Virginia

Pow

er Esmt.

(N 45°00’00"

W 832.13’)

L= 3

04.28’)

(R= 114

5.67’

(S 45°00’00" E 158.25’)

11.44’)

(S 5

2°11’14" W

PB 8 P

G 31

Ex. 20’

Waterline Esmt.

DB 284

PG 403

Ex. 15’ V

irginia P

ower Esm

t.

PB 9 P

G 119

Ex. 24’ In

gress/

Egress Es

mt.

RW

Mon.

Ir

Ir

Ir

Ir

Ir

Existing

VDOT Limite

d Access R/W per

Plans

0095-089-10

1

S 44°49’14" E

N 44°49’14"

W

N 56

°06’58" W

S 03°0

5’3

4" E

POSSIBLE SWM FACILITY


Curve OFFRAMP3A_2PI = 220+71.05

T = 315.58’L = 597.60’R = 752.00’

217+55.46PC =PT =223+53.06

+75.00

+75.00

216

217

PC217

+55.46

218

219

220

221

222

223

PT223+53.06

224

225

POT225+48.11

St’d.

GR-11

Req’d.

St’d. M

B-3

Req’d.

St’d. GR-2 Req’d.

Sawcut

Sawcut

Sawcut

Sawcut

200’ Taper

286’ Storage

95

96

97

98

99

100

101

102

103

38

39

40

41

42

43

44

45

46

47

48

49

50

51

103

FC

CF

FC

CF

FC

CF

FC

I-95

52

53

95

96

97

98

99

100

101

102

103

150’ Taper

+85.0

0

+35.0

0


Sawcut

Sawcut


Req’d.St’d. MS-1A

Approx. 10.5’ Wide - 22.08’ LengthWide Spec. Design Attenuator

Type 2 Req’d.

St’d. GR-FOA-2

Req’d.St’d. GR-2


Beg Construction Turn Lane


End Construction Ramp B


Begin Construction Slip Ramp B


End Construction Rte.3


Beg Construction Rte.3

Slip Ramp B

Ra

mp B

Ram

p B

Loop B

Loop B

I-95 S

B

I-95

NB

Rte. 3 EB

Rte. 3 WB

Loop A

Slip Ra

mp B

Sta. 3

00+0

0.0

0

Ra

mp B

Sta. 2

19+8

9.7

4

POT 51+50.00 (5.75’ Lt)

POT10+00.00 Turn Lane

St’d.

MC-4 Req’d.

St’d. MC-4 Req’d.


Slip Ramp B

+90.0

0

-0.7

%

POT3

00+00.00

301

302

303

PC3

03+75.72

304

305

306


T = 149.32’L = 278.98’R = 316.00’

303+75.72PC =PT =306+54.70

+50.00

St’d. G

R-9

Req’d.

Shoulder

Transitio

n

PC10

+00.0

010

11PC

C11+2

0.3

7

12

13

PCC13+38.1

8

14

15

PCC15+89.82

16

PT16+43

.39

Curve LOOPB1PI = 10+60.56

T = 60.56’L = 120.37’R = 440.00’

10+00.00PC =PCC =11+20.37


T = 115.76’L = 217.81’R = 260.00’

11+20.37PCC =PCC =13+38.18


T = 138.18’L = 251.63’R = 245.00’

13+38.18PCC =PCC =15+89.82


T = 26.86’L = 53.58’R = 295.00’

15+89.82PCC =PT =16+43.39

CF

St’d. SI-2 Req’d.

FC


Begin Construction Loop B


End Construction Loop B

11

N 29° 2

1’ 48" E

N 39° 4

6’ 10" E

N 29° 2

8’ 6

0" W

N 77° 28’ 57"WTaper

100’

CF

CFF

C

CF

FC

CF

FC

CF

E = 6.3%

V=25 MPH

e = 4.0%

V=25 MPH

V=25 MPH

E = 6.8%

V=25 MPH

Req’d.

St’d. G

R-2

Type 1

Req’d.

St’d. G

R-FOA-

2


St’d.

GR-2

Req’d.

Type 1 Req’d.

St’d. GR-FOA-2

St’d. M

C-4

Req’d.

St’d.

MC-4 Req’d.

009



C

F

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

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

0

SCALE

50’ 100’



October 4, 1956

RW-201,C-5010095-111-278, P-101,

0095THESE PLANS ARE UNFINISHED





4B

4B0095-111-278


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715004b - shaded.dgn


12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER




Accumark, 3/18/16

Rice & Associates


Matchline Sheet 5

Matchline Sheet 5

RFP PLANS






Denotes ditch




1.014 AC.

GPIN# 7769-92-2021

PB 10 PG 110-113

KAL, LLCInst.# 120002610

HOME DEPOT U.S.A. INC

19.729 AC.

GPIN# 7769-91-0210

DB 331 PG 814

PB 10 PG 110

HOME DEPOT U.S.A. INC

19.729 AC.

GPIN# 7769-91-0210

DB 331 PG 814

PB 10 PG 110

OH Sign #880015

(SIG)

#238

24" R

CP

36" R

CP

24" RCP

#237

#240

#239

#242

#241

36" R

CP

D

In. Pl. 3

6" RCP

In. Pl. F

ES

Inv. = 19

3. 09

In. Pl. S

SMH Rim= 2

09. 78 Inv.

In= 189. 66 (3

6" RCP)

Inv. In= 189. 90 (3

0" HDP)

Inv. Out

= 189. 5

4

In. Pl. 3

6" R

CP

In. Pl. 3

6"

RCP

In. Pl. 30

" Plastic Pipe

(S 88°02’34" W 269.97’)

RW Mon.

RW Mon.

RW

Mon.

RW

Mon.

PB 10 P

G 110-113

Variable Width R/W

Gate

way

Boulevar

d

Existing VD

OT Li

mited Access R/

W per Plans 0095-0

89-101

S 88°04’14" W

POT94+0

0.00

94 I-95

POT87+5

0.00

88

89

90

91

92

93

94

95

300’ Taper

Sa

wcut

FC

CF

Station 90+00.00 NBL Constr. BLBeg. Project & Constr. 0095-11

1-278, PE-101, RW-201 & C-501

Station 93+00.00 NBL Constr. BLEnd Constr. I-95 NB

Ramp D

I-95

NB

I-95 S

B

Loop C

Loop D

Loop D

Should

er Transitio

n

Transitio

n

Should

er

+00.00

+90.00

+00.00

+35.00

0095 5



October 4, 1956








C

F



RW-201,C-5010095-111-278, P-101,

0

SCALE

50’ 100’

0095-111-278 5


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY



Matchline St

a. 17+50.00 S

heet 6


Accumark, 3/18/16

Rice & Associates

Matc

hline Sta 53

+00.0

0 Sheet 4

Matchline Sheet 4B

Matchline Sheet 4B



RFP PLANS








Denotes ditch


HYLTON VENTURE LLC,Inst.# 060000272

75.53247 AC. (Total)66.13611 AC.

GPIN# 7769-94-7825

AREC 14, LLCInst.# 110002074

PB 10 PG 94-95

2.703 AC.

GPIN# 7769-92-3876

AREC 14, LLC,Inst.# 110002074

GPIN# 7769-93-3025

0.428 AC. (Measured)


75.53247 AC. (Total)66.13611 AC.

GPIN# 7769-94-7825

AREC 14, LLCInst.# 110002074

PB 10 PG 94-95

2.703 AC.

GPIN# 7769-92-3876

AREC 14, LLC,Inst.# 110002074

GPIN# 7769-93-3025

0.428 AC. (Measured)

ESS PRISA III OWNER, LLCInst.# 050002951

3.00 AC.

GPIN# 7769-93-5150

PB 10 PG 94-95

ESS PRISA III OWNER LLC,Inst.# 050002951

3.546 AC.

GPIN# 7769-93-7122

DB 188 PG 443 (Plat)

DB 193 PG 153 (Plat)

1.221 AC.

GPIN# 7769-92-8284

Inst.# 080001550

LJS GATEWAY STORE, LLC

PB 10 PG 45-47

1.187 AC.

GPIN# 7769-92-7057

PB 10 PG 51

Inst.# 080001430

PROPERTIES II LLC

WALLACE

PB 10 PG 43-44

1.489 AC.

GPIN# 7769-92-6214

FIVE HANDS, LLCInst.# 150000915

T

E

T

T

T

TC

F

F

F

F

WM

F

TT

Na

EB

EBW

W

G

G

Storm Pumpstation

Storm Pumpstation

EB

DVP #

XD77

(SIG)

FO1

F

(SIG)

PVC

PV

C

#113

#114

Ductile Iron

Ductile IronDuctile Iron

6"

D. I.

S

S

T

T

T

T

T

PILES

TALL GRASSTALL GRASS

SNOW

SNOW

SNOW

SN

OW

D

D

D

D

D

#212

#213

#211

#210

#20860" RCP

60" RCP

Unknown Siz

e

&

Type

#236

A

B

#209

#216 #217

36" R

CP

36" RCP

18" R

CP

#218

#235

#219

30" R

CP

48" R

CP

30" R

CP

#234

Unknown Size & Typ

e

(N 86°35’39" E 64.51’)(N 86°35’39" E 93.30’)(N 86°35’39" E 284.85’)

L= 75.93’)

(R= 310.00’

(S 87°57’54" W 178.75’)

(N 02°02’0

6"

W 112.7

1’)

(N 5

1°33’07" E 26

0.25’)

(N 02°0

2’0

6"

W 111.08’)

(N 87°57’54" E 194.01’)

(S 01°5

4’0

3" E 254.4

7’)

(N 01°55’15"

W 251.80’)

(N 08°19

’03" E 679.7

6’)

(S 00°3

3’15" E 864.4

3’)

(N 74°51’01" W 151.97’)

(S 02°08’4

9" E

48.0

0’)

(N 10

°43’5

1" W 10

1.16’)

DB 197 PG 370

Ex. 10’ Vepco / C&P Telephone Esmt.

(N 23°0

5’0

3"

W 664.2

5’)

(S 02°15’2

7" E 324.6

4’)

DB 576 PG 321

Ex. 12’ C&P Tele. Esmt.

PB 10 P

G 95

Ex. 20’ Private Stor

m

Drain

age Es

mt.

Ir

Ir

RW

Mon.R

W

Mon.


Ramseur Street

S 00°40’2

3" E

S 01°3

7’5

8" E

S 02°14’0

6" E

N 06°02’5

8"

W

N 87°45’54" E

S 87°45’54" W

N 51°29’58" E

per Plans 0095-088-109

Existing VDOT R/W

(Approx. Location)

DB 18

5 P

G 15

3Ex. 40’

Access Es

mt.

DB 19

3

PG 15

5

Ex. 20’

Constr

uction Es

mt.

RW

Mon.

Ir

Limite

d Access Line per

Plans

0095-089-10

1

Limited Access Line per Plans 0095-089-101

End Limited Access


Suspected Location Limited Access Line per Plans 0095-089-101 (See Note #3)

(See Note #3)

End Limited Access

Curve C1PI = 64+61.73

T = 308.02’L = 615.46’R = 5,773.58’

61+53.71PC =PT =67+69.17

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

PC61+53.71

PT67+6

9.17

545’ Transition

475’

PC10

+00.0

0

101112

PR

C12

+47.4

313

14

PT14+47.18

PC14+68.50

15

PT15+43.42

POT15+

75.61

Curve NBRAMP21

PI = 11+23.72

T = 123.72’

L = 247.43’

R = 7,968.44’

10+00.00PC =

PRC =12+47.43Curve NBRAMP22

PI = 13+59.77

T = 112.34’

L = 199.75’

R = 175.00’

12+47.43PRC =

PT =14+47.18

Curve NBRAMP23

PI = 15+05.98

T = 37.48’

L = 74.92’

R = 1,000.00’

14+68.50PC =

PT = 15+43.42

Sawcut


POT18+00.00

Sawcut

Sawcut

SawcutSt’d. MS-1A Req’d.

St’d. G

R-9

Req’d.

St’d. G

R-2

Req’d.

St’d. G

R-2

A

Req’d.

FC

CF

Sawcut

Sawcut

Sawcut

Sa

wcut

Sa

wcut


POT10+00.00

F C

+55.0

0

+00.0

0

Type 1 R

eq’d.

St’d. G

R-F

OA-2

Type 2

Req’d.

St’d. G

R-F

OA-2


GR-11 Req’d

St’d Guardrail Terminal

GR-11 R

eq’d

St’d

Guardrail T

erminal


End Construction Turn Lane


End Ramp A ConnectorStation 11+75.00 Constr. BL

Beg Ramp A Connector


End Construction Rte.3

Ra

mp A

Constr. B

aseline Sta. 10+0

0.00

Route 3

Constr. B

aseline Sta. 5

8+8

0.74

Intersection Angle = 10

9° 51’ 3

4.60"

Ra

mp A

Ramp A Connector

Rte. 3 EB

Rte. 3 WB

Loop A

Loop D

S 89° 04’ 20" W

S 87° 17’ 35" W

N 27° 18’ 33"

W

N 23° 01’ 0

0"

W

F C

Transition

Shoulder

R=5

00’

R=15’

Line

Crown

+20.00

10

11

12

13


Beg Ramp A

FC

001

Prop Limite

d

Access Line

Prop. R

W

&

Prop Limite

d

Access Line

Prop. R

W

&



St’d. M

C-4

Req’d.

10

11

12

13

14

15

16

17

FC

CF

St’d F

E-W

1 Req’d

12 13

PI 13

+04.3

2

14

15

16

17

18




CFFC

E = 3.0%

E = 3.0%

+75.0

0

+25.0

0

St’d. GR-2A Req’d.

GR-11 Req’d

St’d Guardrail Terminal

Wall Req’dProp. Retaining

60095

60095-111-278



October 4, 1956

0

SCALE

50’ 100’


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY









C

F



RW-201,C-5010095-111-278

Matchline Sta.204+50 Sheet 7

Matchlin

e Sta.216

+00 Sheet 4 Ma

tchline St

a. 17+5

0.00

Sheet 5

Matchline Sta. 112+00 Sheet 7


Sheet 4

Matchline Sta. 103+50.00

Sheet 4

Sta. 103+50.00

Matchline


Rice & Associates

Accumark, 3/18/16



RFP PLANS








Denotes ditch


SA

NDPIP

ER

FR

ED

ERIC

KS

BU

RG LLC

Inst.# 13

0003228

PB 17 P

G 14

8-149

1.686

AC.

GPIN

# 7769-8

3-3

867

LO

WE’S

HO

ME

CE

NT

ER

S, IN

C.

DB 282 P

G 261

PB 8 P

G 5

15.4

659

AC.

GPIN

# 7769-7

3-7

735

HYLT

ON

VE

NT

UR

E

LLC,

Inst.# 060000272

GPIN

# 7769-9

4-7

825

75.5

3247

AC. (T

otal)

66.13611 A

C.

E

UN

DE

R

CO

NST

RU

CTIO

N

UN

DE

R

CONSTR

UCTIO

N

36" R

CP

42" R

CP

36" R

CP

48" R

CP

#226

#224

#227

#258

#233

#231

#232

#259

(N 45°00’00"

W 832.13’)

PB 8

PG

5

Ex. 2

0’ Waterline

Esmt.

PB 8

PG

5

Ex. 2

0’ Storm Sew

er Esmt.

DB 287 P

G 67

1

Ex. 15’ Virginia

Pow

er Esmt.

PB 8

PG 5

Ex. 2

0’ Utility Esmt.

(N 45°00’00"

W 268.12’)

(S 5

2°11’14" W 56

0.22’)

L= 2

11.00’)

(R= 95

3.62’

(S 45°00’00" E 917.19’)

L= 377.02’)

(R= 953.62’

L= 10

6.71’)

(R= 953.6

2’

85.59’)

(S 6

8°15’2

2" E

39.96’)

(N 45°00’00"

W

40.03’)

(S 45°05’06" E

(N 45

°01’38" E 109.92’)

47.98’)

(S 44°55

’46" E

(N 45

°04’14" E 216.93’)

(N 45

°00’00" E 145.97’)

PB 17 P

G 148

Access Esmt.

Private Storm

water M

anagem

ent

PB 17 P

G 148

Managem

ent Esmt.

Ex. Private Storm

water

PB 17 P

G 148

Managem

ent Access

Esmt.

Ex. 24’ Private Storm

water

PB 17 P

G 14

8

Management

Access Esmt.

Ex. 24’ Private Storm

water

PB 17 P

G 148

Managem

ent Esmt.

Ex. Private Storm

water

PB 17 P

G 14

8

Management

Es

mt.

Ex. Private Storm

water

PB 17 P

G 148

Ex. 15’ W

aterline Esmt.

PB 17 P

G 148

Ex. 2

0’ Private Sanitary Sew

er Esmt.

PB 17 P

G 148

Ex. 10’ Private Sanitar

y Sew

er Esmt.

PB 8 P

G 5

Ex. 15’

Waterline Esmt.

PB 17 P

G 148

Ex. 15’

Waterline Esmt.

L=

325.0

3’)

(R=

954.9

3’

RW Mon.

RW Mon.

RW Mon.

Ir

Ir

Existing

VD

OT

Limited

Access R/

W per Pla

ns 0095-0

89-101

Existing

VDOT Limite

d Access R/W per

Plans

0095-089-10

1

N 45

°12’24" E

85.61’)

(N 6

8°20’3

4" W

S 44°49’14" E

N 44°49’14"

W



420’ Taper

Curve OF

FR

AM

P3

A_1

PI = 208+3

7.3

7

T = 345.4

7’

L = 666.3

8’

R

= 1,024.0

0’

204+9

1.90

PC =

PT =

211+5

8.2

9

420’ Taper

+87.91

+07.91

PC204+9

1.90

205

206

207

208

209

210

211

PT211+5

8.29

212

213

214

215

216

420’ S

houlder

Tra

nsition

+07.91

+87.91

St’d. G

R-2

Req’d.

St’d. G

R-9

Req’d.

Sawcut

SawcutSa

wcut

104

105

106

107

108

109

110

111

112

CF

CF

FC

I-95

104

105

106

107

108

109

110

111

112

Sa

wcut

Station 206+7

6.8

3

Constr. B

L

Begin Constr

uction Ra

mp B

Station 10

4+2

6.0

4

Constr. B

L

Begin Constr. I-9

5 S

B

Loop B

Ramp

B

I-95 S

B

I-95

NB

Ra

mp A

Should

er Transitio

n

FC

001

St’d. M

C-4

Req’d.

18

19

PC19+88.79

20

21

22

23

24

25

Curve N

BR

AM

P1

PI =

21+36.2

1

T

= 14

7.4

2’

L =

291.69’

R

= 817.10’

19+8

8.7

9P

C =

PC

C =22

+80.4

9

Curve N

BR

AM

P2

PI =

24+4

6.6

2

T

= 16

6.13’

L =

329.6

4’

R

= 1,070.0

0’

22

+80.4

9P

CC =

PT

=26+10.13

PCC22+80.49

N 02° 33’ 46"

W

+20.00

600’ Taper

Transitio

n

100’ Should

er

Sa

wcut

Sa

wcut

50

MP

H

CF

FC

FC

CF

Limited

Access Lin

e

Prop. R

W

&

Prop

+75.00

St’d F

E-W

1 Req’d

V=5

0

MP

H

e = 7.5

%

e =

8.0

%

V =

50

MP

H

+26.04

+31.04

0095

By Resolution of Highway Commissiondated

LIMITED ACCESS HIGHWAYOctober 4, 1956








C

F



RW-201,C-5010095-111-278, P-101,

0

SCALE

50’ 100’

0095-111-278 7

7

Matc

hline Sta.2

04+5

0.0

0 Sheet 6


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Matc

hline Sta.112

+00.0

0 Sheet 6



Accumark, 3/18/16

Rice & Associates

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8



RFP PLANS








Denotes ditch


FREDERICKSBURG CP, LLCInst.# 050001539PB 13 PG 45

1.273 AC.GPIN# 7769-84-3490

D E

E

FREEDOM BBY 22401, LLCInst.# 130003015PB 8 PG 724.13358 AC.

GPIN# 7769-84-4861

Inst.# 150003100PB 13 PG 45

2.104 AC.GPIN# 7769-84-5694

OWNER ONE, LLC



GPIN# 7769-94-7825

75.53247 AC. (Total)

66.13611 AC.

DB 292 PG 628PB 8 PG 87

GPIN# 7769-84-5470

OWNERS ASSOCIATION, INC


PB 13 PG 450.230 AC. (Per PB 13 PG 45)

Inst.# 150003106PB 11 PG 29-30

0.729 AC.GPIN# 7769-84-5147

OWNER ONE, LLC

MACH II SILVER PORTFOLIO

D

E

DB 301 PG 79413.408 AC. (Per GIS)GPIN# 7769-85-3760



F

E

E

F

E

(SIG)

(SIG)

OH

Sig

n

E

E

E

T

E

42" R

CP

42" R

CP

12" Iron

15" RCP

15" RCP

#257

#249

#248

#247

#253

#254

#252#250

#2609

(S 14°55’04" W 235.00’)

96.87’)

(N 45°00’0

0"

W

59.76’)

(N 45°00’00" E

(N 14°55’04" E 105.43’)

(N 14°55’04" E 85.00’)

(S 45°00’00" W

59.76’)

(S 14°55’04" W

50.25’)

32.45’)

(S 14°55’04" W

47.11’)

(S 14°55’04" W

79.56’)

(N 14°55’04" E

(N 75°04’5

6"

W 10

0.0

0’)

(S 75°04’5

6" E 10

0.0

0’)100.0

0’)

(S 75°04’5

6" E

15.00’)

(S 14°55’04" W

100.0

0’)

(N 75°04’5

6"

W

(S 45°00’0

0" E 230.78’)

79.56’)

(S 14°55’04" W

PB 8 P

G 72

Ex. 20’

Waterline

Esmt.

(N 45°00’00" E 242.19’)

(S 45°00’00" W 434.25’)

12.35’)

(S 45°00’0

0" E 12.35’)

(N 45°00’0

0"

W

(N 45°00’00" E 334.39’)

(S 45°00’00" W 334.39’)

(S 14°55’04" W 561.29’)

(N 45°00’0

0"

W 307.41’)

(N 45°00’00" E 402.09’)

(S 45°00’12" E 231.3

2’)

(N 45°00’12"

W 355.23’)

PB 8 P

G 72

Ex. 20’

Waterline

Esmt.

DB 292 P

G 819

Ex. 15’ Gas Esmt.

L= 5.47’)

(R= 5442.71’

(N 06°27’31" E 154

.07’)(N 20°56’17" E 149.75’)

(N 15°04’22" E 204.07’)

(N 11°06’17" E 250.11’)

(N 13°51’19" E 700.22’)

PB 11 PG 30


PB 8 P

G 87


RW

Mon.

RW

Mon.

RW

Mon. R

W

Mon.

RW

Mon.

RW

Mon.

Ir

Ir

Existing VDOT Limited Access R/W per Plans 0095-088-109 Existing VDOT Limited Access R/W per Plans 0095-089-101



S 44°49’2

4" E

N 45°10’48" E

S 74°54’0

8" E

S 74°54’0

8" E

S 74°5

4’0

8" E

N 44°45’3

5"

W

N 15°05’52" E

S 44°49’14" E

PO

T200+0

0.0

0200

201

202

203

204

112

113

114

115

116

117

118

119

120

121

122

PC12

2+18.2

2

123

124

125

126

127

I-95

I-95

112

113

114

115

116

117

118

119

120

121

PC12

1+37.7

0

122

123

124

125

126

127

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22

147+33.29PC =

PT =

Station 113+50.00 SBL BL NBL BL

End Constr. I-95 SB

Shoulder Transition

L = 2,535.16’

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

R = 5,590.00’

121+37.70PC =

PT =146+72.86

001

26

PT26+10.13

27 28

PO

T28+7

5.3

2


End Construction Ramp A


Begin Construction NBL Rte. 95

500’

+50.0

0

+50.0

0

840’ Transition

+90.0

0 860’

CF

FC

Limited Access Line

Prop. RW & PropSt’d F

E-W1 Req’d

I-95 NB

I-95 SB

0095

By Resolution of Highway Commissiondated

LIMITED ACCESS HIGHWAYOctober 4, 1956








C

F



RW-201,C-5010095-111-278, P-101,

0

SCALE

50’ 100’

0095-111-278

Matc

hline Sta.2

04+5

0.0

0 Sheet 6


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715007 - option 1 - shaded.dgn


12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Matc

hline Sta.112

+00.0

0 Sheet 6



Accumark, 3/18/16

Rice & Associates

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8



RFP PLANS








Denotes ditch

Denotes flat bottom of ditch7-OPT1

OPT1

7-

FREDERICKSBURG CP, LLCInst.# 050001539PB 13 PG 45

1.273 AC.GPIN# 7769-84-3490

D E

E

FREEDOM BBY 22401, LLCInst.# 130003015PB 8 PG 724.13358 AC.

GPIN# 7769-84-4861

Inst.# 150003100PB 13 PG 45

2.104 AC.GPIN# 7769-84-5694

OWNER ONE, LLC



GPIN# 7769-94-7825

75.53247 AC. (Total)

66.13611 AC.

DB 292 PG 628PB 8 PG 87

GPIN# 7769-84-5470

OWNERS ASSOCIATION, INC


PB 13 PG 450.230 AC. (Per PB 13 PG 45)

Inst.# 150003106PB 11 PG 29-30

0.729 AC.GPIN# 7769-84-5147

OWNER ONE, LLC

MACH II SILVER PORTFOLIO

D

E

DB 301 PG 79413.408 AC. (Per GIS)GPIN# 7769-85-3760



F

E

E

F

E

(SIG)

(SIG)

OH

Sig

n

E

E

E

T

E

42" R

CP

42" R

CP

12" Iron

15" RCP

15" RCP

#257

#249

#248

#247

#253

#254

#252#250

#2609

(S 14°55’04" W 235.00’)

96.87’)

(N 45°00’0

0"

W

59.76’)

(N 45°00’00" E

(N 14°55’04" E 105.43’)

(N 14°55’04" E 85.00’)

(S 45°00’00" W

59.76’)

(S 14°55’04" W

50.25’)

32.45’)

(S 14°55’04" W

47.11’)

(S 14°55’04" W

79.56’)

(N 14°55’04" E

(N 75°04’5

6"

W 10

0.0

0’)

(S 75°04’5

6" E 10

0.0

0’)100.0

0’)

(S 75°04’5

6" E

15.00’)

(S 14°55’04" W

100.0

0’)

(N 75°04’5

6"

W

(S 45°00’0

0" E 230.78’)

79.56’)

(S 14°55’04" W

PB 8 P

G 72

Ex. 20’

Waterline

Esmt.

(N 45°00’00" E 242.19’)

(S 45°00’00" W 434.25’)

12.35’)

(S 45°00’0

0" E 12.35’)

(N 45°00’0

0"

W

(N 45°00’00" E 334.39’)

(S 45°00’00" W 334.39’)

(S 14°55’04" W 561.29’)

(N 45°00’0

0"

W 307.41’)

(N 45°00’00" E 402.09’)

(S 45°00’12" E 231.3

2’)

(N 45°00’12"

W 355.23’)

PB 8 P

G 72

Ex. 20’

Waterline

Esmt.

DB 292 P

G 819

Ex. 15’ Gas Esmt.

L= 5.47’)

(R= 5442.71’

(N 06°27’31" E 154

.07’)(N 20°56’17" E 149.75’)

(N 15°04’22" E 204.07’)

(N 11°06’17" E 250.11’)

(N 13°51’19" E 700.22’)

PB 11 PG 30


PB 8 P

G 87


RW

Mon.

RW

Mon.

RW

Mon. R

W

Mon.

RW

Mon.

RW

Mon.

Ir

Ir

Existing VDOT Limited Access R/W per Plans 0095-088-109 Existing VDOT Limited Access R/W per Plans 0095-089-101



S 44°49’2

4" E

N 45°10’48" E

S 74°54’0

8" E

S 74°54’0

8" E

S 74°5

4’0

8" E

N 44°45’3

5"

W

N 15°05’52" E

S 44°49’14" E

PO

T200+0

0.0

0200

201

202

203

204

112

113

114

115

116

117

118

119

120

121

122

PC12

2+18.2

2

123

124

125

126

127

I-95

I-95

112

113

114

115

116

117

118

119

120

121

PC12

1+37.7

0

122

123

124

125

126

127

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22

147+33.29PC =

PT =

Station 113+50.00 SBL BL NBL BL

End Constr. I-95 SB

Shoulder Transition

L = 2,535.16’

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

R = 5,590.00’

121+37.70PC =

PT =146+72.86

001

26

PT26+10.13

27 28

PO

T28+7

5.3

2


End Construction Ramp A


Begin Construction NBL Rte. 95

500’

+50.0

0

+50.0

0

840’ Transition

+90.0

0 860’

CF

FC

Limited Access LineProp. RW & Prop

Limited Access Line

Prop. RW & Prop St’d FE-W1 Req’dSt’d F

E-W1 Req’d

PC34+93.60

35 36

37

38

39 40

Curve CDWALL22

PI = 41+22.02

T = 628.42’

L = 1,251.72’

R = 5,665.00’

34+93.60PC =

PCC =47+45.32

Ultimate CD-Road

I-95 NB

I-95 SB

Ultimate NB CD-Road

0095 8

October 4, 1956



80095-111-278

0

SCALE

50’ 100’

RW-201,C-501

0095-111-278

Matc

hline Sta. 127+0

0.0

0 Sheet 7

Matc

hline Sta. 127+0

0.0

0 Sheet 7






Accumark, 3/18/16

Rice & Associates


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



C

F





Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Denotes Wetland Limits



RFP PLANS








Denotes ditch


THE PRESERVE

AT S

MITH

RUN

HOMEOWNERS AS

SOCIATI

ON

Inst.# 12

0000

712

2. 43

6 AC.

TAX MAP

# 77

69-96-45

60

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954

COWAN, LLCCREEK COMPANY THE CONTRARY

DB 301 PG 794

13.408 AC. (Per GIS)

GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE, LLC

Inst.# 06000

0272

GPIN# 7769

-94-782575.53

247 AC. (To

tal)9.39636 AC.

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE LLC,

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)66.13611 AC.

2254

UF

O1

226.4

436

2255

UF

O1

226.2

855

2256

UF

O1

226.6

034

2257

UF

O1

226.3

212

2258

UF

O1

226.2

061

2259

UF

O1

226.1

041

2260

UF

O1

226.0

196

2261

UF

O1

226.7

800

2262

UF

O1

227.2

932

2263

UF

O1

226.1

989

2264

UF

O1

227.9

462

2265

UF

O1

227.9

201

2266

UF

O1

228.9

547

2267

UF

O1

229.4

256

2268

UF

O1

229.1

332

2269

UF

O1

228.6

293

2270

UF

O1

229.2

131

(SIG)

F

F

(SIG)

S

Ductile Iron

#115

6" D. I.

PV

C

Ductile Iron

Ductile Iron

#116

Ductile Ir

on

Ductile Ir

on

PVC

#118

PVC

SS

S

#255

#256

6’ x 8’ Box Culvert

D

D

18" RCP


In. Pl. Conc.

DI

Rim= 251.55

In. Pl. Conc.

DI

Rim= 251.60

In. Pl. 18" RCP

Inv. In= 247

.40

Inv. Out= 246

.73

Conc. H

ead

wall

Conc. H

ead

wall

Inv. In=

204.7

5

Inv. O

ut= 2

01.72

In. Pl. 6’ x 8’ Box

Culvert

Inv.

Out = 213. 4

8’

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

Inv.

Out = 206. 0

8’

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

In Pl. 4

8" Conc. Pipe

Inv. In = 212. 0

0’

In Pl. H

ead

wall

(S 83°0

0’0

3"

W 440.6

1’)

(S 86°57’2

3" E 354.0

3’)

PB 11 PG 12

6INST. #01000

2736Ex. V

DOT Draina

ge Esmt.

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DOT Sewer Es

mt.

INS

T. #

080002751

Ex. 15’

Vir

ginia Power Es

mt.

38.35’)(S 03

°32’59" W

38.40’)

(S 55°09’0

3" E

53.17’)

(S 60°19’2

1" E

PB 9 P

G 21


mt.

66.82’)

(N 74°29’0

3" E

15.6

2’)

(N 86°28’0

0" E

24.27’)(N

05°09’

39" W

100.6

3’)

(S 83°57’2

5" E

32.3

2’)

(N 73°2

9’5

3" E

55.9

9’)

(N 76°19

’32"

W

L= 82.26’)

(R= 5842.58’

54.5

5’)

(S 89°11’2

8"

W

32.6

2’)

(S 85°4

4’4

4"

W

(N 09°08’22" E 206.18’)

L= 717.90’’)(R= 5842.58’

57.10’)

(N 84°5

5’3

4" E

77.6

0’)

(N 87°5

6’4

3" E

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

Varia

ble

Width R/

WCowan Boule

vard

Existing

VD

OT

R/

W per Pla

ns

U000-111-103, R

W-2

01

Pla

ns

U000-111-103, R

W-2

01

Existing

VD

OT

R/

W per

Existing VDOT Limited

Access R/W per Pla

ns 0095-089-101

Existing VDOT Limited Access R/W per Plans 009

5-088-109

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing V

DOT Limited

Access R/

W per Pla

ns 0095-08

9-101

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing VDOT Limited Access R/W per Plans

0095-089-101

N 74°30’2

4" E

S 83°0

1’25"

W

PB 11 P

G 12

6

INS

T. #010

002736

Ex.

VD

OT Sewer Es

mt.

(N 63°15’4

3"

W 17

7.9

1’)

(N 54°41’4

3"

W 13

3.5

0’)

Ir

(Approx. Location)

DB 293 PG 01

Ex. 20’ Sanitary Sewer Esmt.

(Approx. Location)

DB 293 PG 527

Sewer Esmt.

Ex. 20’ Sanitary

(Approx. Loc

ation)

Inst. # 0

500020

01

Ex. 20’

Sanitary

Sewer E

smt.

N 63°11’59"

W

(S 86°0

7’2

5" E 208.6

9’)

LR070001120

Ex. Per

manent Preservation Easement

DB 293 Pg. 10

3Ex. 20’ San. Sewer Easement

S86°06’5

3"E

(S 25°14’20" E

263.66’)

(S 04°1

6’29" E 1

59.25’)

127

128 129 130 13

1 132 13

3

134

135

136

137

138

139

140

141

142

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22PC =

PT =147+33.29

I-95

127

128 129 13

0 131 13

2 133

134

135

136

137

138

139

140

141

142

L = 2,535.16’

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

R = 5,590.00’

121+37.70PC =

PT =146+72.86


Type 1 Req’d.

St’d. GR-FOA-2

Type 2 Req’d

.St’d. GR-FOA-2+5

0.0

0

860’

+50.0

0

300 Tape

r

Shoulder

Transitio

n

+50.0

0

CF

I-95 NB

I-95 SB

PIER PROTECTION SYSTEM

0095

October 4, 1956



0095-111-278

0

SCALE

50’ 100’

RW-201,C-501

0095-111-278

Matc

hline Sta. 127+0

0.0

0 Sheet 7

Matc

hline Sta. 127+0

0.0

0 Sheet 7






Accumark, 3/18/16

Rice & Associates


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



C

F





Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9




RFP PLANS








Denotes ditch

Denotes flat bottom of ditch 8-OPT1

OPT1

8-

THE PRESERVE

AT S

MITH

RUN

HOMEOWNERS AS

SOCIATI

ON

Inst.# 12

0000

712

2. 43

6 AC.

TAX MAP

# 77

69-96-45

60

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE, LLC

Inst.# 06000

0272

GPIN# 7769

-94-782575.53

247 AC. (To

tal)9.39636 AC.

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE LLC,

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)66.13611 AC.

2254

UF

O1

226.4

436

2255

UF

O1

226.2

855

2256

UF

O1

226.6

034

2257

UF

O1

226.3

212

2258

UF

O1

226.2

061

2259

UF

O1

226.1

041

2260

UF

O1

226.0

196

2261

UF

O1

226.7

800

2262

UF

O1

227.2

932

2263

UF

O1

226.1

989

2264

UF

O1

227.9

462

2265

UF

O1

227.9

201

2266

UF

O1

228.9

547

2267

UF

O1

229.4

256

2268

UF

O1

229.1

332

2269

UF

O1

228.6

293

2270

UF

O1

229.2

131

(SIG)

F

F

(SIG)

S

Ductile Iron

#115

6" D. I.

PV

C

Ductile Iron

Ductile Iron

#116

Ductile Ir

on

Ductile Ir

on

PVC

#118

PVC

SS

S

#255

#256


D

D

18" RCP


In. Pl. Conc.

DI

Rim= 251.55

In. Pl. Conc.

DI

Rim= 251.60

In. Pl. 18" RCP

Inv. In= 247

.40

Inv. Out= 246

.73

Conc. H

ead

wall

Conc. H

ead

wall

Inv. In=

204.7

5

Inv. O

ut= 2

01.72

In. Pl. 6’ x 8’ Box

Culvert

Inv.

Out = 213. 4

8’

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

Inv.

Out = 206. 0

8’

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

In Pl. 4

8" Conc. Pipe

Inv. In = 212. 0

0’

In Pl. H

ead

wall

(S 83°0

0’0

3"

W 440.6

1’)

(S 86°57’2

3" E 354.0

3’)

PB 11 PG 12

6INST. #01000

2736Ex. V

DOT Draina

ge Esmt.

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DOT Sewer Es

mt.

INS

T. #

080002751

Ex. 15’

Vir

ginia Power Es

mt.

38.35’)(S 03

°32’59" W

38.40’)

(S 55°09’0

3" E

53.17’)

(S 60°19’2

1" E

PB 9 P

G 21


mt.

66.82’)

(N 74°29’0

3" E

15.6

2’)

(N 86°28’0

0" E

24.27’)(N

05°09’

39" W

100.6

3’)

(S 83°57’2

5" E

32.3

2’)

(N 73°2

9’5

3" E

55.9

9’)

(N 76°19

’32"

W

L= 82.26’)

(R= 5842.58’

54.5

5’)

(S 89°11’2

8"

W

32.6

2’)

(S 85°4

4’4

4"

W

(N 09°08’22" E 206.18’)

L= 717.90’’)(R= 5842.58’

57.10’)

(N 84°5

5’3

4" E

77.6

0’)

(N 87°5

6’4

3" E

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

Varia

ble

Width R/

WCowan Boule

vard

Existing

VD

OT

R/

W per Pla

ns

U000-111-103, R

W-2

01

Pla

ns

U000-111-103, R

W-2

01

Existing

VD

OT

R/

W per

Existing VDOT Limited

Access R/W per Pla

ns 0095-089-101

Existing VDOT Limited Access R/W per Plans 009

5-088-109

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing V

DOT Limited

Access R/

W per Pla

ns 0095-08

9-101

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing VDOT Limited Access R/W per Plans

0095-089-101

N 74°30’2

4" E

S 83°0

1’25"

W

PB 11 P

G 12

6

INS

T. #010

002736

Ex.

VD

OT Sewer Es

mt.

(N 63°15’4

3"

W 17

7.9

1’)

(N 54°41’4

3"

W 13

3.5

0’)

Ir

(Approx. Location)

DB 293 PG 01

Ex. 20’ Sanitary Sewer Esmt.

(Approx. Location)

DB 293 PG 527

Sewer Esmt.

Ex. 20’ Sanitary

(Approx. Loc

ation)

Inst. # 0

500020

01

Ex. 20’

Sanitary

Sewer E

smt.

N 63°11’59"

W

(S 86°0

7’2

5" E 208.6

9’)

LR070001120

Ex. Per

manent Preservation Easement

DB 293 Pg. 10

3Ex. 20’ San. Sewer Easement

S86°06’5

3"E

(S 25°14’20" E

263.66’)

(S 04°1

6’29" E 1

59.25’)

127

128 129 130 13

1 132 13

3

134

135

136

137

138

139

140

141

142

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22PC =

PT =147+33.29

I-95

127

128 129 13

0 131 13

2 133

134

135

136

137

138

139

140

141

142

L = 2,535.16’

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

R = 5,590.00’

121+37.70PC =

PT =146+72.86

Prop. RW & Prop Limited Acces

s Line

Limited Ac

cess Line

Prop. R

W & P

rop

Prop. R

W &

Prop Limite

d Access Line

Limited Access Line

Prop. RW & Prop

001

001

002

003

004

21,324 SQ FT

JAVIER & DENISE

GUTIERREZ FRANCISCO

00521,9

16 SQ F

TKRAMER

KYLE W

& AMY A 006

16,0

04 S

Q F

TD

AY

MALIC

HA

& ROBIN 25,867 SQ FT

AUSTIN MATTHEW A


Type 1 Req’d.

St’d. GR-FOA-2

Type 2 Req’d

.St’d. GR-FOA-2+5

0.0

0

860’

+50.0

0

300 Tape

r

Shoulder

Transitio

n

+50.0

0

will determine w

all siz

e and loc

ation.

Final Plan D

esign

and N

oise A

nalysis

Sound W

all loc

ation is

preliminary.

CF

Ultimate C

D RoadSt’d

Guardrail

Terminal G

R-11 Req’d

St’d FE-W1 Req’d

St’d FE-W1 Req’d

St’d F

E-W1 R

eq’d

41

42

43

44

45

46

47

PCC47+45.32

48

49

50

51

52

53

54

55

Curve CDWALL22

PI = 41+22.02

T = 628.42’

L = 1,251.72’

R = 5,665.00’

34+93.60PC =

PCC =47+45.32

Ultimate CD-Road

PI = 5

3+53.7

5

T = 6

08.43’

L = 1,2

11.46’

R = 5,25

0.00’

47+45.32

PCC =

PT =59

+56.78

Curve

CDWALL23

Ultimate

CD-Road

FC

FC

I-95 NB

I-95 SB

Ultimate NB CD-Road

CF

FCFC

PIER PROTECTION SYSTEM

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hlin

e Sta. 15

5+0

0.0

0 Sheet 10

Matc

hlin

e Sta. 15

6+0

0.0

0 Sheet 10


0

SCALE

50’ 100’



C

F









0095RW-201,C-501

0095-111-278 9



October 4, 1956

Accumark, 3/18/16

Rice & Associates

0095-111-278 9



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



RFP PLANS








Denotes ditch


HAMPTONS AT NOBLE, L. P.

10. 974 AC.

GPIN# 7769-87-5772

Inst.#160000121

FRED II LIMITED PARTNERSHIP

Inst.# 030001034

6. 000 AC.

GPIN# 7769-98-4384

THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATION

Inst.# 120000712

0. 955 AC.

TAX MAP# 7769-98-2024THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATIONInst.# 120000712

2. 436 AC.TAX MAP# 7769-96-4560

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

E

Preserve Lane

D

D

D

D

D

Inv.

Out

= 238. 3

5’

In Pl. 15"

Conc. Pip

e

Rim

= 245. 8

8’

In Pl. C

DI

Inv.

Out

= 237. 8

2’

In Pl. 15"

Conc. Pip

e

Inv. In =

238. 11’

Rim

= 245. 9

5’

In Pl. C

DI

Inv.

Out

= 236. 8

0’

In Pl. 15"

Conc. Pip

e

Inv. In =

237. 0

9’

Rim

= 244. 0

7’

In Pl. C

DI

D

Inv.

Out

= 241. 4

1’

In Pl. 3

0"

Conc. Pip

e

In Pl. E

nd Section

Inv.

Out

= 241. 7

5’

In Pl. 3

0"

Conc. Pip

e

Inv. In =

241. 9

3’ (1.0’ x 1.4’ Inlet)

Rim

= 247. 8

5’

In Pl. Ris

er Str

ucture



(S 46

°44’11" E 114

6.93’)

Ir

(Approx. Location)

Inst. # 0

5000

2001

Ex. 10’ Sanitary Sew

er Esmt.

S 46

°40’27" E

(R = 5489.71’)

(A = 461.43’)

Inst. #050003417

Storm-Drainage Easement

Ex.

Varia

ble

Width Private

RW

Mon.

Inst. #05

0003

417

Ex. 2

0’ Private Storm

Drainage

Easem

ent

(S 10°54’45" E 697.18’)

(N 72°10’13" E 423.19’)

Inst. #050003417


m

Drain

age Ease

ment

N72°09’4

1"E

ir (S 10°54’45" E 375.82’)

S05°12’05"W

(S 05°11’33" W 218.08’)

(R = 280.00’)

(A = 196.76’)

(R = 5842.58’)

(A = 228.73’)

(S 28°47’28" E 433.20’)

(S 25°3

2’28" E 14

7.20’)

(R = 280.00’)

(A = 231.86’) LR070001847Ex. 15’ Public Waterline E

asement

DB 319 Pg. 185

Ex. 15’ Storm Sewer Easement

(S 09°32’28" E 314.30’)(S 07°57’28" E 63.90’)

(N 84°0

6’2

8"

W 839.5

8’)

N84°0

5’5

7"W

(S 84°0

6’2

8" E 86.5

8’) R

W

Pin

(S 78°30’3

3"

W 10

1.35’)

(N 78°3

0’3

3" E 10

1.35’)

DB 300 Pg. 367

Ex. 20’

Utility Ease

ment

(N 06°10’49" W 240.19’)

(S 06°10’49" E 240.19’)

(N 10°55’34" W 383.52’)

(N 10°55’34" W 680.89’)

142

143

144

145

146

147

PT14

7+3

3.2

9

148

149

150

151

152

153

154

155

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22PC =

PT =147+33.29

142

143

144

145

146

PT14

6+7

2.8

6

147

148

149

150

151

152

153

154

155

156

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

L = 2,535.16’

R = 5,590.00’

121+37.70

146+72.86PT =

PC =


End Construction NBL Rte. 95

I-95 NB

I-95 SB

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hlin

e Sta. 15

5+0

0.0

0 Sheet 10

Matc

hlin

e Sta. 15

6+0

0.0

0 Sheet 10


0

SCALE

50’ 100’



C

F









0095RW-201,C-501

0095-111-278



October 4, 1956

Accumark, 3/18/16

Rice & Associates

0095-111-278



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



RFP PLANS








Denotes ditch

Denotes flat bottom of ditch9-OPT1

OPT19-

HAMPTONS AT NOBLE, L. P.

10. 974 AC.

GPIN# 7769-87-5772

Inst.#160000121


Inst.# 030001034

6. 000 AC.

GPIN# 7769-98-4384

THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATION

Inst.# 120000712

0. 955 AC.

TAX MAP# 7769-98-2024THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATIONInst.# 120000712

2. 436 AC.TAX MAP# 7769-96-4560

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

E

Preserve Lane

D

D

D

D

D

Inv.

Out

= 238. 3

5’

In Pl. 15"

Conc. Pip

e

Rim

= 245. 8

8’

In Pl. C

DI

Inv.

Out

= 237. 8

2’

In Pl. 15"

Conc. Pip

e

Inv. In =

238. 11’

Rim

= 245. 9

5’

In Pl. C

DI

Inv.

Out

= 236. 8

0’

In Pl. 15"

Conc. Pip

e

Inv. In =

237. 0

9’

Rim

= 244. 0

7’

In Pl. C

DI

D

Inv.

Out

= 241. 4

1’

In Pl. 3

0"

Conc. Pip

e

In Pl. E

nd Section

Inv.

Out

= 241. 7

5’

In Pl. 3

0"

Conc. Pip

e

Inv. In =

241. 9

3’ (1.0’ x 1.4’ Inlet)

Rim

= 247. 8

5’

In Pl. Ris

er Str

ucture



(S 46

°44’11" E 114

6.93’)

Ir

(Approx. Location)

Inst. # 0

5000

2001

Ex. 10’ Sanitary Sew

er Esmt.

S 46

°40’27" E

(R = 5489.71’)

(A = 461.43’)

Inst. #050003417

Storm-Drainage Easement

Ex.

Varia

ble

Width Private

RW

Mon.

Inst. #05

0003

417

Ex. 2

0’ Private Storm

Drainage

Easem

ent

(S 10°54’45" E 697.18’)

(N 72°10’13" E 423.19’)

Inst. #050003417


m

Drain

age Ease

ment

N72°09’4

1"E

ir (S 10°54’45" E 375.82’)

S05°12’05"W

(S 05°11’33" W 218.08’)

(R = 280.00’)

(A = 196.76’)

(R = 5842.58’)

(A = 228.73’)

(S 28°47’28" E 433.20’)

(S 25°3

2’28" E 14

7.20’)

(R = 280.00’)

(A = 231.86’) LR070001847Ex. 15’ Public Waterline E

asement

DB 319 Pg. 185

Ex. 15’ Storm Sewer Easement

(S 09°32’28" E 314.30’)(S 07°57’28" E 63.90’)

(N 84°0

6’2

8"

W 839.5

8’)

N84°0

5’5

7"W

(S 84°0

6’2

8" E 86.5

8’) R

W

Pin

(S 78°30’3

3"

W 10

1.35’)

(N 78°3

0’3

3" E 10

1.35’)

DB 300 Pg. 367

Ex. 20’

Utility Ease

ment

(N 06°10’49" W 240.19’)

(S 06°10’49" E 240.19’)

(N 10°55’34" W 383.52’)

(N 10°55’34" W 680.89’)

142

143

144

145

146

147

PT14

7+3

3.2

9

148

149

150

151

152

153

154

155

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72’

L = 2,515.08’

R = 5,524.00’

122+18.22PC =

PT =147+33.29

142

143

144

145

146

PT14

6+7

2.8

6

147

148

149

150

151

152

153

154

155

156

Curve 95NB2

PI = 134+27.46

T = 1,289.76’

L = 2,535.16’

R = 5,590.00’

121+37.70

146+72.86PT =

PC =

002

006

16,004 SQ FT

DAY MALICHA

Prop Limite

d Access

Line

Prop. RW & will determine wall size and location.

Final Plan Design and Noise AnalysisSound Wall location is preliminary.

Ultimate CD Road


End Construction NBL Rte. 95

St’d F

E-W1 R

eq’d

56 57

58

59

PT59+5

6.7

8

60

61

62

63

64

65

66

67

68

69

Curve CDWALL23

PI = 53+53.75

T = 608.43’

L = 1,211.46’

R = 5,250.00’

47+45.32PCC =

PT = 59+56.78

Ultimate CD-Road

I-95 NB

I-95 SB

Ultimate NB CD-Road

0095RW-201,C-501

0095-111-278

For Utility Owners, refer to Sheet 3.0095-111-278

0

SCALE

50’ 100’



C

F




Matc

hline Sta. 155+0

0.0

0 Sheet 9

Matc

hline Sta. 156+0

0.0

0 Sheet 9

Rice & Associates

Accumark, 3/18/16


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE




12/30/2016

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







dated LIMITED ACCESS HIGHWAY October 4, 1956



RFP PLANS








Denotes ditch


OPT1

10-

10-OPT1

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279

CELEBRATE 1080, LLC

Inst.# 070003526

2. 4706 AC.

GPIN# 7769-88-3772

BRE SELECT HOTELS PROPERTIES LLC

Inst.# 130001421

3. 041 AC.

GPIN# 7769-89-4007

BRAGG HILL COMMUNITY CORPORATION

DB 275 PG 382

2. 510 AC.

GPIN# 7769-99-0343

123456789

10

JOHN E. & CHERI L. MILES

DB 294 PG 714

0. 048 AC.

GPIN# 7769-89-9280

1

FARIBA ASSADZADEHInst.# 040003104

0. 027 AC.

GPIN# 7769-89-9187

2

KELLY O. NEWTONInst.# 040000141

3

TAX MAP# 7769-89-91950. 027 AC.

ADOLFO HERNANDEZInst.# 080002546

0. 027 AC.

GPIN# 7769-89-9194

4

EVONNE E. THOMASInst.# 040002438

0. 027 AC.

GPIN# 7769-89-9192

5

STEVEN R. HAYNESInst.# 080001064

0. 027 AC.

GPIN# 7769-99-0100

6

ALAN D. & GAIL A. HOWARD

Inst.# 030000957

0. 027 AC.

TAX MAP# 7769-99-0008

7


DB 219 PG 524

0. 027 AC.

GPIN# 7769-99-0016

8


Inst.# 100001939

0. 048 AC.

TAX MAP# 7769-99-0013

9

MANSOUR REAL ESTATE, LLC

Inst.# 130002163

0. 049 AC.

GPIN# 7769-99-1010

10

WEYMOUTH, L. L. C.

Inst.# 010001353

0. 715 AC.

TAX MAP# 7769-98-1731


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

KINGDOM FAMILY HOLDINGS, INC.

Inst.# 160000431

6. 000 AC.

GPIN# 7769-99-08

59

23456789

E

E

F

F

2341

TC

B

255.5

482

2342

TC

B

255.5

832

2343

TC

B

255.6

937

2344

CP

255.6

541

E

2354

TC

B

255.4

776

2355

TC

B

255.4

421

2356

TC

B

255.7

175

2361_1

TS

P

248.5

432

E

#461

F

E

F

2252

CT

V2

269.0

302

F2258

CT

V2

268.7

040

2259

CT

V2

268.6

073

2260

CT

V2

268.2

955

2263

CT

V2

267.8

764

2264

CT

V2

267.6

668

T

2267_1

CT

V2

267.7

026

#V

A43

TC

Box (2)

F

#1110

24

#1110

23

#1110

22

#W

B74

(SIG)

(SIG)

U1

E

E

E

E

E

T

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

D

D

D

D

(a)

(b)

Inv.

Out

= 246. 8

9’

In Pl. 2

4"

Conc. Pip

eIn

v. In =

247. 0

3’

Rim

= 251. 5

9’

In Pl. C

DI

D

D

(a)

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

(U

nder Constr

uctio

n)

Approxim

ate Locatio

n of New

Brid

ge

Activ

e Constr

uctio

n

Area

under constr

uctio

n in the sa

me general lo

catio

n.

This Brid

ge has been removed, a new brid

ge is currently

(S 10°54’45" E 375.82’)


DB 292 Pg. 845Ex. 20’ Utility Eas

ement

Inst. #050003

417Ex. 20’ Publ

ic Waterline

Easement

(S 73°40’2

6" E 13

9.00’)

BE

GIN L/

A LIN

E

Ex.

R/

W(R

= 2924.79’)

(A = 261.50’)

Inst. #15

00017

99

Ex. Te

mp.

Const. E

smt.

Inst. #050003417


m

Drain

age Ease

ment

(N 83°49’11" E

50.0

0’)

(S 06°10’49" E 144.57’)

N78°41’13"E

(S 85°05’0

0"

W 13

3.15’)

(N 78°40’4

2" E 13

3.18’)

(N 10°55’34" W 383.52’)

(N 64°3

0’0

0" E 16

4.8

0’)

(N 04°35’00" W 192.60’)

PB 395 Pg 109

Ex. VEPCO EasementApprox. Locati

on

Inst. 150001983

Ex. VEPCO Easement

Proj. U

000-111-2

33, R

201, C

501

Ex. T

emp. C

onst. E

smt.

BE

GIN

L/

A LIN

E


(S 00°09’00" W 251.60’)

ir

(R

= 485.0

0’)

(A =

124.8

8’)

(N 68°4

3’4

1" E 12

3.2

5’)

(N 68°4

3’4

1" E 13

8.3

8’)

(N 79°0

7’4

8" E 313.0

0’)

(S 10°52’12" E 391.00’)

(4

0.0

0’)

(N 79°0

7’4

8" E)

(S 73°34’17"

W 350.0

0’)

Inst. #0

70003599

Ex. Priva

te 20’ Storm

Sew

er Easem

ent

Inst. #070003599

Ex. Public 15’ Waterline Easement

PB 8 Pg. 23

Ex. 10’ VEP

CO Easement

PB 8 Pg. 2

3Ex. 10

’ VE

PC

O

Ease

ment

PB 8 Pg. 23Ex. 10’ VEPCO Easement

PB 8 Pg. 23Ex. 10’ Utility Easement

(62.85’)

Inst. #060003667

Water Ease

ment

Ex. 20’

X 50’

Inst. #040004204Ex. VEPCO Esmt.

Inst. #

040004204

Ex. V

EP

CO Es

mt. In

st. # 0700019

61

Ex. 15

’ VE

PC

O Easement

Inst. #

1500012

78

Inst. #

1500010

47

VD

OT

&

Do

minio

n Power

Ex. Utility

Es

mt. f

or

Inst. #150001278Inst. #150001047VDOT & Dominion

PowerEx. Utility Esmt

. for

BE

GIN L/

A LIN

E

Ex. R

W Line P

er Inst. #150001010

Inst. #16

0000009

For VEP

CO

Ex.

VD

OT

Utility E

smt.

Begin L/

A Line

Ex.

R/

W

Inst. #14

0000255

Ex. 25’

Colu

mbia

Gas of

Vir

ginia Es

mt.

RW

Mon.

RW

Mon.

ipf



S10°52’26"E

(N 73°34’17" E 423.5

7’)

N68°43’2

7"E

155

156

157

158

159

160

161

162

163

164

165

166

167

PC16

7+0

3.4

3

168

169

170

Curve 95MLREV-2PI = 180+77.73

T = 1,374.30’L = 2,690.80’R = 5,368.00’

167+03.43PC =

PT = 193+94.23

Station 160+50.00 NBL BaselinePE-101, RW-201 & C-501End Project Project 0095-111-278,

156

157

158

159

160

161

162

163

164

165

PC16

5+3

4.4

9

Curve 95NB5PI = 173+22.19

T = 787.69’L = 1,565.51’R = 5,710.00’165+34.49

PC =PT =181+00.00

166

167

168

169

170

will determine wall size and location.Final Plan Design and Noise AnalysisSound Wall location is preliminary.

Ultimate CD Road

70

71

72

73

74

75

PO

T75+4

5.6

6 I-95 NB

I-95 SB

Ultimate NB CD-Road


PRICE PROPOSALI-95 Safety Improvements at Route 3 | A Design-Build Project

FROM: 0.115 Miles South of Int. Route 3 | TO: 1.220 Miles North of Int. Route 3

State Project No.: 0095-111-278Federal Project No.: OC-095-2(535)


January 4, 2017

SUBMITTED BY:

in association with

1 of 1

ATTACHMENT 4.0.1.2

DESIGN-BUILD PRICE PROPOSALCHECKLIST

Addendum No. 3Project Name: I-95 Safety Improvements at Route 3


Contents of Price Proposal:

Cost Breakdown Summary in whole numbers and the Proposal Price, in both numbers and words which is the sum (Total Price) for the Base Scope and Option 1 (Attachment 4.3.1)

Price Adjustment Information and Forms for Fuel and Asphalt forthe Base Scope and Option 1, including identification of pay items and associated quantities eligible for adjustment (Part 3, Section 6.3, and Attachments 6.3)

Proposal Guaranty (C-24) required by Section 102.07 of Part 5, Division I Amendments to the Standard Specifications for the BaseScope and Option 1

Sworn Statement Forms (C-104, C-105, Attachments 4.3.4(a) and 4.3.4(b))

CD-ROM containing the entire Price Proposal in a single cohesive Adobe PDF file


4.3.1 | Cost B

reakdown Sum

mary &

Proposal Price

4.3.1Cost Breakdown Summary & Proposal Price


4.3.2 | Adjustm

ent to Asphalt &

Fuel Prices

4.3.2Adjustments to Asphalt and Fuel Prices


4.2.3 | Proposal Guaranty

4.3.3Proposal Guaranty


4.3.4 | Sworn Statem

ent Forms

4.3.4Sworn Statement Forms

i-95 safety improvements at route 3 | a design-build project · 2017-05-01 · the project elements...

Documents