letter of submittal and attachments 105 fredericksburg, va 22407 (branch) engineering (eng), land...

A DESIGN-BUILD PROJECT

I-95 Safety Improvements at Route 3

Submitted by:

Branscome IncorporatedSubmitted to:

Virginia Department of Transportationin association with Rinker Design Associates, P.C.

January 4, 2017SOLICITATION DB 107715B

City of Fredericksburg, Virginia

LETTER OF SUBMITTAL AND ATTACHMENTS

From: 0.115 Miles South of Int. Route 3 To: 1.220 Miles North of Int. Route 3

State Project No.: 0095-111-278 Federal Project No.: OC-095-2(535) Contract ID Number: C00107715DB91

ATTACHMENT 4.0.1.1 I-95 Safety Improvements at Route 3

LETTER OF SUBMITTAL CHECKLIST AND CONTENTS

1 of 2

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

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 1

Principal Officer information NA Section 4.1.5 1

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

2 of 2

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 3

Certification Regarding Debarment Forms Attachment 4.2.2(a)

Attachment 4.2.2(b) Section 4.2.2

4

5-7

Offeror’s VDOT prequalification information NA Section 4.2.3 8

Evidence of obtaining bonding NA Section 4.2.4 9-10

Full size copies of DPOR licenses and SCC registrations NA Section 4.2.5 11-15

SCC registration information - businesses Attachment 4.2.5 Section 4.2.5.1 16

DPOR registration information - businesses Attachment 4.2.5 Section 4.2.5.2 16

Lead Contractor Work History Form Attachment 4.2.6(a) Section 4.2.6 17-19

Lead Designer Work History Form Attachment 4.2.6(b) Section 4.2.6 20-22

Conceptual Roadway Plans NA Section 4.2.7 23-39

ii

4.1 Letter of Submittal

4.2 Attachments to the Letter of Subm

ittal

4.2.1 Affiliated and/or Subsidiary

Com

panies

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 Certification R

egarding D

ebarment Form

s

4.2.3 Offeror’s V

DO

T Prequalification Inform

ation

4.2.4 Evidence of Obtaining

Bonding

4.2.5 SCC

& D

POR

Registration

Information – B

usinesses

11

4.2.5.1 SCC Registration Documentation

Lead Contractor

12

Lead Designer and QAM Firm

13

4.2.5.2 DPOR Registration Documentation

Lead Contractor

14

Lead Designer and QAM Firm

ATTACHMENT 4.2.5 State Project No. 0095-111-278

SCC and DPOR Information

1 of 1

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

Branscome, Inc. LEAD CONTRACTOR 05506134 Corporation Active

432 McLaws Cir Williamsburg, VA

23185

Highway/Heavy (H/H) 2705061347 02/28/2017

Rinker Design Associates, P.C. (RDA)

LEAD DESIGNER AND

QAM FIRM

0227062-7 S-Corporation Active

927 Maple Grove Dr Suite 105

Fredericksburg, VA 22407

(Branch)

Engineering (ENG), Land Surveying (LS) 0410000156 02/28/2018

Real Estate Appraisal Business 4008001739 04/30/2018

4301 Dominion Blvd Suite 100

Glen Allen, VA 23060

(Branch)

Engineering (ENG) 0410000220 02/28/2018


9385 Discovery Blvd Suite 200

Manassas, VA 20109 (Main)

Engineering (ENG), Land Surveying (LS) 0405000502 12/31/2017


16

4.2.6 Work H

istory Forms

ATTACHMENT 4.2.6(a)

LEAD CONTRACTOR - WORK HISTORY FORM

(LIMIT 1 PAGE PER PROJECT)

17

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

Name: VDOT Order 5B3 Princess Anne Road Location: Virginia Beach, VA

Name: Virginia Department of Transportation (VDOT)

Name of Client/ Owner: VDOT Phone: 757-253-5141 Project Manager: Mr. Mitch Layton Phone: 757-494-5481 Email: [email protected]

05/2014 05/2014

$28,142 $29,662 $24,448

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.

Branscome, Inc. was the prime contractor for the Princess Anne Road / Nimmo Parkway Widening Project, which began in Fall 2010. The primary roadway connects the Virginia Beach Municipal Complex with the Dam Neck Road / Princess Anne Road intersection. The two existing lanes of Princess Anne Road were widened to four lanes with additional turn lanes and two major intersections, including new and upgraded signalization. The project also included the construction of one mile of four-lane primary road, an extension of Nimmo Parkway. Extensive utility relocations and upgrades included the installation of more than 15,000 feet of storm sewer pipe, 6,000 feet of sanitary sewer pipe, and 18,000 feet of water lines. Other aspects of the project included a multi-use path on both sides of the road, 26,000 linear feet of curb and gutter, 800 feet of 30-foot sound wall, four storm water management ponds, and aesthetic improvements such as brick paver crosswalks, decorative walls, and landscape improvements. The road design consisted of asphalt pavement over cement treated aggregate placed over stabilized soils. Asphalt paving included more than 40,000 tons of base mix, 12,000 tons of intermediate mix, and 14,000 tons of surface mix. The project also included an accepted value engineering (V.E.) proposal, which saved VDOT $1.5 million and six months of project duration. The original project included over $1.8 million in signalization and electrical work. The V.E. cost savings were later reinvested into the project as a change order to provide the City of Virginia Beach with lighting for the multi-purpose paths throughout the project. The total electrical and signalization cost for the project exceeded $3.3 million. The project was managed using a formal partnering agreement formed between the key stakeholders on the job. Branscome, VDOT, the City of Virginia Beach, and others collaborated before work began to agree on a cooperative approach that would ensure everyone’s goals were met when the job was completed. These goals included ensuring the safety of all personnel on the job as well as the traveling public, delivering a high quality final product, protecting the environment during construction, completing the project on time, and having a project that stayed within budget.

ATTACHMENT 4.2.6(a)



18





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



Name: Commander Shepard Boulevard Extension Phase 1

Location: Hampton, VA

Name: Virginia Department of Transportation (VDOT)

Name of Client/ Owner: City of Hampton Phone: 757-727-6101 Project Manager: Michael Hodges Phone: 757-727-6101 Email: [email protected]

05/2010 05/2011 $12,695 $14,034 $8,419

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.

This project created a new east-west corridor in Hampton, which would serve Langley Air Force Base and new development anticipated in the area. The project extended Commander Shepard Boulevard from Magruder Boulevard to the intersection of North Campus Parkway. The project involved a new interchange at Commander Shepard Boulevard and Magruder Boulevard, which included a new overpass bridge, four ramps, and two loops. The project’s scopes of work included asphalt paving, demolition, grading, excavation, structures, guardrail, striping, electrical, and signalization. Since this project was located along a heavily used thoroughfare (Magruder Boulevard), the safe maintenance of traffic was a top priority as the existing Commander Sheppard Boulevard served as one of the major access routes to the NASA Research facility and Langley Air Force Base. The project completion date was extended by the City of Hampton due to extensive change orders requested by the City for additional roadway and ground improvements. Branscome’s work was completed in accordance with the City’s revised construction schedule. This primary roadway included traffic signals and electrical work which accounted for $1.4 million of the project scope, approximately 10% of the value of the contract.

ATTACHMENT 4.2.6(a)



19





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



Name: I-64 Pavement Rehabilitation Design-Build

Location: Norfolk, VA

Name: Dewberry Name of Client/ Owner: VDOT Phone: 757-494-5472 Project Manager: Robert A. Morgan Phone:757-376-2606 Email: [email protected]

11/2014 1/2015

$14,450 $15,448 $10,968

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. Branscome was the Lead Contractor for this Design-Build project in Norfolk. The primary intent of the project was to repair existing pavements and then construct a pavement overlay on one of VDOT's busiest interstates – 20 lane miles of I-64 between the Hampton Roads Bridge Tunnel (HRBT) and Little Creek Bridge in Norfolk. The overall scope of work included design, QA/QC, 3,400 square yards of concrete patching, 27,000 tons of SMA paving, 7,000 tons of Thin Hot Mix Asphalt Concrete Overlay (THMACO), 2,000 linear feet of median barrier wall refacing, and 40,000 linear feet of guardrail and asphalt curb modifications. The major challenges of this project, which had to be overcome to ensure successful completion, were the accelerated schedule, the need for several construction activities to be performed concurrently, the urban nature of the work area, and substantial public involvement. The design phase of the project began in January 2014, and the project was scheduled for completion by the end of November 2014. The challenge of completing the project on time was exasperated by three major factors: First, the design had to be completed, submitted to VDOT, and approved before construction could begin. Branscome addressed this problem by breaking the project into smaller

segments and fully developing the design for each to allow construction to begin as early as March for the first section. This was all done while keeping a constant eye on the schedule to ensure that key items and areas of work were completed on time and making sure the critical path was not negatively impacted.

Second, there were two other major paving projects on the Interstate being constructed simultaneously project as well as regular maintenance to both I-64 and the HRBT. This led to conflicts between the projects over priority for lane closures and availability of specific sections of the highway where work could be performed, since there was some inevitable overlapping between the various projects. Branscome addressed this by working with VDOT and the other contractors to create a proactive dialogue where each party would inform the others of overall schedules and key milestone dates to prevent conflicts from resulting in delays.

Third, there were strict limits on when construction in active travel lanes could be performed, since that section of I-64 is a heavily traveled, crucial transportation asset. Branscome worked to develop an efficient operation which optimized the available time to perform the work, consistently having four to six crews onsite each night, and quickly reopened all travel lanes before the morning rush hour.

As previously mentioned, this project was in one of the busiest highway corridors in Hampton Roads and adjacent to several traffic chokepoints including I-564 and the HRBT. This made maintenance of traffic an essential element of the project both with regards to safety and minimizing impact to the travelling public, minimizing impact to the traveling public. Branscome worked diligently starting in the design phase to develop plans which would allow progress to continue on the project while still providing safe and easy access through the work zone. By addressing this issue in the design phase, Branscome was able to prevent more significant problems from arising later in the project. The urban nature of the work also made material delivery a potential issue, since construction materials, especially stone, asphalt, and concrete, had to reach the job on time to ensure productions were met. Branscome addressed this by having approved materials available at several different facilities in Hampton Roads. Public Involvement was a key element to the success of the project. This was a marquee project for VDOT and the Hampton Roads public, since the condition of the interstates had received significant negative feedback prior to the start of these jobs. If the public did not see almost immediate progress, if construction snarled traffic for weeks on end, or if clear communication did not give motorists advanced warning regarding what work was taking place, then there would be a terrible backlash directed all parties involved with the project. Branscome addressed this potential pitfall by contracting a public relation and communications firm, Polizos & Company, to regularly update the public and other key stakeholders on the progress of the project. This outreach included maintenance of website specifically focused on the project, social media updates, press releases, use of signs and message boards in the construction area, and educational information distributed to key locations. All pavement repairs and overlay were completed and all sections of I-64 within the project limits were fully open to the public before the contract completion date. This was accomplished despite significant overruns to the concrete patching. The project is substantially complete, and Branscome is currently waiting on final approval from VDOT.

ATTACHMENT 4.2.6(b)

LEAD DESIGNER - WORK HISTORY FORM


20

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)

Name: I-581/Elm Avenue Interchange Improvement

Location: Roanoke, VA

Name: Allan Myers, Inc. (Formerly American Infrastructure – VA, Inc.)

Name of Client: VDOT Phone: 540-378-5038 Project Manager: Mr. Robert Phlegar Phone: 540-378-5038 Email: [email protected]

06/2015 06/2015

$20,400 $20,400 $1,507

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.

RDA performed the design services on this project as the Prime Designer out of their Glen Allen Office. The project consists of changes to both Elm Avenue and I-581. Changes to Elm Avenue included a four-lane divided highway, urban minor arterial typical section (GS-6) with curb and gutter, and raised median (1,200 linear feet). Changes to I-581 included a six-lane divided highway, freeway/other principal arterial (GS-5), and median barrier. The project scope included complete roadway and bridge design along with construction for 0.3 miles of widening and reconstruction on Elm Avenue to include the replacement of two bridges (one over I-581 and the other over the Norfolk Southern Railroad). The project also included reconstruction of all four ramps to provide additional capacity and better traffic flow. Finally, the project includes guardrail replacement along I-581 to current standards along with the replacement of a 60-inch pipe crossing with an 84-inch pipe (originally designed using micro-tunneling technology).

As the Lead Designer for the I-581/Elm Avenue Design-Build project, RDA is responsible for the following critical project elements: • Roadway Design (includes typical section development, horizontal and vertical geometry, TMP/MOT Plans, signage (including major overhead signing), pavement marking, and signalization plans)

• Drainage Design (roadway drainage, erosion/sediment control, and major drainage (box culverts and 84-inch culvert design) requiring detailed analysis) • Environmental Support (avoidance strategies and permit sketches/drawings preparation for impacted areas) • Right of Way Acquisition (responsible for right of way and easement acquisition from 5 affected parcels) • Utility Relocation Coordination (responsible for holding UFI meeting, developing easement requirements, evaluating UT-9 forms to determine cost responsibility, reviewing utility plan and estimates, and monitoring the

relocation of utilities including the relocation of Norfolk Southern’s signal line) • Subconsultant Management (activities performed by subconsultants reporting to RDA include geotechnical, bridge design, surveying, and underground utility designation and location)

ATTACHMENT 4.2.6(b)



21





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)



Name: Route 15 Improvements Design-Build/PPTA Location: Prince William County, VA

Name: Branch Highways, Inc. Name of Client.: Prince William County Phone: 703-792-6825 Project Manager: Mr. Ricardo Canizales Phone: 703-792-6825 Email: [email protected]

12/2009 12/2009

$56,430 $56,430 $4,119


RDA was the Lead Designer providing engineering design services, right of way acquisition services, environmental permitting, and construction engineering and inspection services for the Route 15 PPTA project in the Town of Haymarket (Prince William County), Virginia. The project consisted of complete roadway and bridge construction for 2.2 miles of U.S. Route 15, 0.3 mile of Waterfall Road, 0.7 mile of Old Carolina Road and 0.3 mile of Heathcote Boulevard. The project also included construction of an additional 1.2 miles of Route 15 widening designed by others. Project limits were from the I-66/Route 15 interchange in the south to the Route 15/Route 234 intersection to the north; this included construction of bridge structures over Little Bull Run Creek and Catharpin Creek and a major box culvert at the Tributary to Catharpin Creek. RDA served as the Prime Engineering Consultant to Branch Highways, Inc., the Lead Contractor/Project Constructor responsible for development and construction. The project was performed as a Design-Build venture under the Virginia PPTA Act of 1995.

As the Lead Designer for the Route 15 PPTA, RDA was responsible for the following critical project elements: • Roadway Design (included typical section development, horizontal and vertical geometry, signage and pavement marking plans, signalization plans, and maintenance of traffic plans) • Drainage Design (included drainage analysis, roadway drainage design, erosion and sediment control plans, and major drainage design (box culverts) requiring floodplain analyses and H&HA) • Environmental Permitting (provided complete permitting services for all 5 phases of the project) • Right of Way Acquisition (responsible for right of way and easement acquisition for over 50 impacted parcels) • Utility Relocation Coordination (responsible for holding the UFI meeting, developing easement requirements, evaluating UT-9 forms to determine cost responsibility, reviewing utility plans and estimates, and monitoring the

relocation of affected utilities) • Public Involvement (included meeting with special interest groups including homeowners’ associations and County Supervisors) • Subconsultant Management (activities performed by subconsultants reporting to RDA included geotechnical investigations, bridge design, traffic analysis, and underground utility designation and location)

ATTACHMENT 4.2.6(b)



22





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)



Name: Prince William Parkway Widening Location: Prince William County, VA

Name: Branch Highways, Inc. Name of Client: Prince William County Phone: 703-792-6825 Project Manager: Mr. Ricardo Canizales Phone: 703-792-6825 Email: [email protected]

12/2010 12/2012

$12,540 $12,540 $1,877


RDA provided comprehensive engineering services to the Prince William County Department of Transportation for the widening of Prince William Parkway (Route 294) from Hoadly Road to Old Bridge Road (approximate length of 6,500 linear feet). This project widened Prince William Parkway, an urban minor arterial and a vital component to the County’s transportation network, to its ultimate six-lane configuration in accordance with the County’s Comprehensive Plan. The project included federal (ARRA) funding and was designed on an accelerated schedule necessary to meet federal funding obligation requirements (Notice to Proceed to Advertisement is less than one year). Key project elements/requirements include: VDOT Plan Approval, Design Waiver Preparation and processing, NEPA compliance documentation (categorical exclusion), survey (boundary and topo), traffic analysis, five signal modifications, private developer coordination, right of way acquisition assistance, utility relocation coordination, cost estimating, and bid assistance.

4.2.7 Conceptual R

oadway Plans

October 4, 1956

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To W

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40

35

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DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY

1

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

* Design Vehicle: AASHTO 2011 WB-67

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

PENG

ROWA

PRELIM. ENGR.

RIGHT OF WAY

CONSTRUCTION

GEOPAK Computer Identification No. 107715

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT’S ENGINEERING

Rte 3

To Richmond

25

20

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Carl Silver P

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45

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DESCRIPTION REFERENCE:

600 1,200

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

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DATUM LINE

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175

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LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

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INTERSTATE 95

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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

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%

4%

45 MPH

GS-5

*TC 5.11ULS

5%

18,900

90,093 60,590

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

310305

305

300

220

215

210

150

145

14013

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5

120

115

110

105

65

60

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15

20

25

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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

95

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

Sta. 9

0+0

0.0

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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

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

20

15

10

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

15Loop 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%

OC-095-2(535)

OC-095-2(535)

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

MIN. VERTICAL CLEARANCE 16’-6" 16’-6"

*

FHWA 534 DATA 31103

CONCEPTUAL PLANS

DESIGN-BUILD

See Plan Sheets for horizontal curve data speeds.

Design Vehicle: AASHTO 2011 WB-67

See Plan Sheets for horizontal curve data speeds.

25 MPH / 50 MPH 30 MPH / 50 MPH

Divided-Rolling

Urban Principal Arterial (Other)

Divided-Rolling

Urban Interstate-

23

2A

2A

BL

GradePoint of Finished

TYPICAL SECTIONS

BL

BL

BL

BL


BL


BL


*

**

14’

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’

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

2 : 1 Fill Slop

e

2 : 1 Cut Slope

RAMP B

1’

Overlay/Build-up

Var. Width Mill &

Clear Zone min= 30’5’ 5’

I-95 SBL

16’

6 : 1



Topsoil &

Exist Pave.

12’

6 : 1



Topsoil &

4 : 1

4’

5’ 5’

Exist Pave.

2%

2 : 1 Cut Slope

2 : 1 Fill Slop

e1’

12’ & Var.

14’ & Var.

12’ & Var.

14’ & Var.Var. Width Mill & Overlay/Build-up

Sta. 109+60.59 to Sta. 113+50.00

Station to Station

GS-11 5%6 : 1

Seeding Req’d.Topsoil &

Sta. 206+76.83 to Sta. 207+87.91

7.5 % and Var.

14’ 10’24’ & Var

LineCrown

0.50%

I-95SBL

Var.

Var to 36.5’

1’1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

12’

Station to Station

Var. Width Mill & Overlay/Build-up

5’5’Clear Zone min= 20’

Ramp B

GS-11 5%6 : 1

5’5’


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.

Clear Zone min= 20’24’ Min.

14’ & Var.

12’ & Var.

1’1’

2 : 1 C

ut Slo

pe2 : 1 Cut Slope

6 : 1 Fill Slope6 : 1 Fill Slope

Ramp B


GS-11 5%6 : 1

5’5’


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.

12’ - 8’

14’ - 10’

1’1’

2 : 1 C

ut Slo

pe2 : 1 Cut Slope

6 : 1 Fill Slope 6 : 1 Fill Slope

Ramp B

Var. from 209+75.00 to 210+00.00

Station to Station


GS-11 5%6 : 1

5’5’


Sta. 212+07.91 to Sta. 216+50.00

2.0 % and Var.

10’24’ & Var


6 : 1

10’

5’ 5’


8’

Pave.Match

6’


1’1’

2 : 1 Cut Slope

6 : 1 Fill Slope

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’

Station to Station

Overlay/Build-up

Var. Width Mill &

Ramp B

Station to Station

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d107715002a.dgn

Plotted By: localuser9:26:35 AM

12/28/2016

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

0095-111-278



95RW-201, C-501

0095-111-278, P-101,

By Resolution of Highway Commission

dated LIMITED ACCESS HIGHWAY

Interstate 95 / Route 3 Interchange

October 4, 1956

24

2B

2BTYPICAL SECTIONS


BL


BL


*

*

BL

BL


BL

BL

BL

GS-11 5%6 : 1

5’5’


Sta. 216+50.00 to Sta. 222+02.52

2.0 % and Var.

10’24’ & Var



9’

6’

1’

2 : 1 Fill Slop

e 2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’

GS-115%

1’

VarSee X-Sections

(218+75 to 222+25)

Mod. Slopes

Ramp B

Slip Ramp B

0’ - 12’

St’d MC-4

Overlay/Build-up

Var. Width Mill &

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

GS-11 5%6 : 1

5’5’


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%

6’


24’

Ramp B

Station to Station

12’

2 % and Var.

Slip Ramp B

Station to Station

Pavement

Rte. 3

Exist 1’

Var. to 13’ 10’

Seeding Req’d.Topsoil &See X-sections

Prop Retaining Wall

Var.

Match Pave. Slope

GS-11 5%6 : 1

5’5’


8’

16’


10’ 10’6’

4’

Sta. 302+18.65 to Sta. 306+23.16

GS-115% 6.3 % and Var.2 : 1 C

ut Slo

pe


6 : 1 Fill Slope


(See X-Sections)

6 : 1 & Var

GS-11 5%


13’

6 : 1 Fill Slope

Slip Ramp B

10’

10’

Match Pave. Slope

Seeding Req’d.Topsoil &See X-sections

Prop Retaining Wall

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 %

= 4.58’

Offset

Lateral

Station to Station 77’

2’

1’

12’ 1’

Match Exist.

2’

25’


Prop Retaining Wall

See X-sections

ST’D. CG-6

2.5’

St’d CG-3

12’Var.

10’ & Var.

Var. Width Mill & Overlay

& Overlay

Var. Width Mill

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 %


2’

Rte. 3

10’

25’


Prop Retaining Wall

See X-sectionsSt’d CG-3

12’


Station to Station

Station to Station

Sta. 306+23.16 to Sta. 310+45.99

(See Plans)Flexible Post Delineators

2’ St’d MS-1 with

(See Plans)St’d 2’ MS-1

(See Plans)2’ to 8’ St’d MS-1



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002b.dgn


12/28/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

25

2C

2C

TYPICAL SECTIONS

BL

BL

BL


BL

BL

Sta. 33+30.00 to Sta. 35+79.16

Station to Station

Rte. 3

Fill Slope

4 : 1 & Var.

6’

1’

GS-115%

4’

EBL Rte. 3Match Exist.

0’ -12’

Turn Lane2’ 55’

WBL Rte. 3

1’

12’ 1’

Match Exist.

10’


Prop Retaining Wall

See X-sections

2’


See Slip Ramp Typical from Sta. 33+50.00 Ahead

25’ 77’

EBL Rte. 3

Sta. 35+79.16 to Sta. 38+00.00Station to Station

Rte. 3

WBL Rte. 3See Slip Ramp Typical from Sta. 33+50.00 Ahead

77’


Rte. 3



1’

GS-115%


8’

10’10’

6 : 1

5’ 5’

2 : 1 Cut Slope


EBL Rte. 3

Var. Width Mill & Overlay (2 Lanes)

Rte. 3

Sta. 40+75.00 to Sta. 46+64.52

Station to Station

WBL Rte. 3


Sta. 43+49.12 to Sta. 46+92.98Station to Station

GS-11 5%6 : 1

5’5’


10’

6 : 1

10’


6’

4’


1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

8’

10’

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

Ramp A

10’

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’

16’ & Var.

Station to Station

Sta. 11+75.00 to Sta. 14+00.00

Transition Shoulder From 22+25 to 23+25

4’

Overlay/Build-up

0’ - Var. Width Mill &

2 : 1

Fill sl

ope

6 : 1

14’


6’

4’


GS-115%

GS-11 5%

10’ Retaining wallProp. Special Design

Loop BSlip Ramp B l

Sta. 38+00.00 to Sta. 43+49.12

12-24’Station to Station

Sta. 14+00.00 to Sta. 16+56.77



Var. WidthSt’d MS-1

Match Exist.

Match Exist.

Match Exist. Match Exist.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002c.dgn


12/28/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

26

2D

2D

TYPICAL SECTIONS

BLGradePoint of Finished

BLBL GradePoint of Finished

BLBL

BLBL


BLBL


BLGradePoint of Finished

BL

*

*

GS-11 5%6 : 1

5’5’


1’

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

Ramp A

12.7’

Station to Station

(Outside Edge of Pavement)Match Exist

Var. 12’14’

12’


4 : 1

4’

Overlay/Build-up

Var. Width Mill &

GS-11 5%


2: 1 Fill Slope

10’

13’

Sta. 11+75.00 to Sta. 12+23.00

3.0 %

Var.

Station to Station

Overlay/Build-up

Var. Width Mill &

Ramp A Connector

St’d MC-4

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.

Station to Station

1’

Match Exist.

Ramp A Connector

St’d MC-4

Rte. 3


1’

Sta. 10+74.29 to Sta. 15+50.06

LaneTurn

32.5’

Match Exist.2 %

1’1’

13’

1’

Sta. 51+35.00 to Sta. 52+24.29

24.75’

Rte. 3

WBL Rte. 3

5.75’ & Var.

LaneTurn

2 %

9’

GS-115%


11’(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.

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

Station to Station

Station to Station

1.5 % & Var.

Match Exist.

St’d MC-4

1’

WBL Rte. 3

4’

5%

& Var.

5.75’

GS-115%

Crown LineApproximate Existing


Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Rte. 3

WBL Rte. 3

1’

Sta. 15+50.16 to Sta. 16+30.33

LaneTurn

32.5’

2 %

1’1’

13’

Rte. 3


1’

Sta. 16+30.33 to Sta. 17+53.88

LaneTurn

32.5’

1’

Var.

(See x-Section)

Transition

Var.

31’

31’

Station to Station

Station to Station

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

Sta. 23+25.00 to Sta. 26+10.13

EBL Rte. 3

(See Plans Begin at 11+35)4’ to 11’ St’d MS-1A

(See Plans)4’ to 11’ St’d MS-1A

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002d.dgn


12/28/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

27

2E

2E

TYPICAL SECTIONS

BLBL

BLBL

BLBL

BL

BL

BL

Rte. 3


1’

Match Exist.

LaneTurn

GS-11 5%


13’

2 : 1 Fill slope10’

48’

Sta. 52+50.00 to Sta. 53+50.00

Rte. 3


LaneTurn


13’

2 : 1 Fill slope10’

1’

GS-11 5%


8’

10’

Clear Zone min= 20

(See X-Sections)

6 : 1 & Var.

Match Exist.

Var.

5.75’

5.75’

(See Turn Lane Typical)

Station to Station

St’d MC-4

St’d MC-4

67.75’

67.75’

12’2’

2’ 60’




Station to Station Sta. 53+50.00 to Sta. 54+55.00

WBL Rte. 3 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

1’Min.

1’

32.5’

(see Plans)

Var.

31’

GS-11 5%

5’

10’

6 : 1 5% GS-11

4’

10’

6 : 1 59+25 to 60+00)

(Transation from

Var. Slope

59+00 to 60+00)

(Transation from

Var. Slope



Sta. 54+55.00 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


St’d MC-4

Rte. 3

EBL Rte. 3WBL Rte. 3

Rte. 3

1’

5%


5’

6 : 1

St’d MC-4


8’

Overlay (End Full width 60+75.00)

Var Width Mill &

WBL Rte. 3

Rte. 3


(One Lane and turn Lane)

Var Width Mill & Overlay

Match Exist.

Match Exist.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002e.dgn


12/28/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

28

2F

2FTYPICAL SECTIONS

BL

BL BL

BL

BL

BL

BL

14’

12’

GS-11 5%


Exist Pave.Exist Pave.

Match Exist

1’6 : 1 4 : 1

2 : 1 C

ut Slo

pe

12’ 4’

Station to Station

Sta. 112+34.81 to Sta. 115+00.00

36.7’

24’ 12.7’

Clear Zone min= 30’5’5’

I-95 NBL Ramp A


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’

Exist Pave.

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

14’

12’


GS-11 5%


6 : 1

16’

4 : 1

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

14’


2 : 1 Fill Slope

Req’d.

Pier Protection System

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 2 : 1 C

ut Slo

pe

12’ 4’

25.8’

Station to Station

Sta. 125+90.00 to Sta. 133+30.00

St’d MC-4

17’

14’

GS-11 5%

St’d MC-4


2 : 1 Fill slope

5’5’


14’

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.

12’

6 : 1


6 : 1 Var.

& Ult. NB CD-Road Typical)

Var. (See X-Sections

5%

5’5’


2 : 1 V

ar.

Fill Slope

2 : 1 & Var. 2%

5’

2 : 12 : 1

Fill Slope

2 : 1 & Var.


Var. (See X-Sections

2%

5’

2 : 12 : 1

5’5’


2 : 1 V

ar.

Var.6 : 1

5%


17’

14’

GS-11 5%


6 : 1

12’

St’d MC-4

I-95 NBL



Exist Pave.

Match Exist

Exist Pave.

12’

6 : 1


6 : 1 Var.

I-95 NBL

2%

5’5’


2 : 1 V

ar.

Fill Slope

2 : 1 & Var.


Var. (See X-Sections5’

2 : 12 : 1

Sta. 137+50.00 to Sta. 144+25.00

Station to Station


I-95 NBL

Sta. 144+25.00 to Sta. 160+50.00

102’

(See Plans)Prop. Sound Wall - Option 1




VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002f.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

29

2G

2G

TYPICAL SECTIONS

BL

BL

BL

GradePoint of FinishedBL


BL

6 : 1


6’

4’

12’

Sta. 47+000 to Sta. 58+00.00

Station to Station

Super Section

12’

5%

12’

5%

Min.

4’

2.5’


2 : 1 & Var Fill Slope

GS-11 5%


6 : 1


9’

6’


1’

8’

10’

2.0 %

1’

Loop B

18’ & Var.


Sta. 10+000 to Sta. 13+00.00

Station to Station

Pavement SlopeMatch

6 : 1


9’

6’

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’


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 &

14’

I-95 NBL

12’



Topsoil &


Match Exist

0’ to 12’

Station to Station

Sta. 90+00.00 to Sta. 91+50.00

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

14’

I-95 NBL

12’



Topsoil &


Match Exist

0’ to 12’

Station to Station

Sta. 91+50.00 to Sta. 93+00.00

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

1’

& Overlay

Var Width Mill

Overlay/Build-up

Mill &

5’5’

2 : 1 & V

ar.

NB CD-RoadFuture

replaced with 220 lbs/SY, Asphalt Concrete Type, SM 12.5E

For salvage/build-up areas, the existing pavement shall be milled two (2) inches and

Mill and Overlay

8 inches Aggregate Base Material, Type I, 21BSubbase -

220 lbs/SY Asphalt Concrete, Type, IM-19.0AIntermediate -

220 lbs/SY Asphalt Concrete Type, SM 12.5 DSurface -

All Other Areas

8 inches Aggregate Base Material, Type I, 21B to be extended and daylightedSubbase -

6 inches Asphalt Concrete Type, BM 25.0ABase -

220 lbs/SY Asphalt Concrete, Type, IM-19.0DIntermediate -

220 lbs/SY Asphalt Concrete Type, SM 12.5 ASurface -

Ramps (A and B), Slip Ramp, Route 3, Loop B and Route 3 west Shoulder Design

and tie to drop inlets for positive drainage.

In locations where curb and gutter is available, install VDOT Standard UD-4 edge drains

8 inches Aggregate Base Material, Type I, 21B to be extended and daylightedSubbase -



220 lbs/SY Asphalt Concrete Type, SM 12.5 ESurface -

All Ramps (A, B and Loop B), Slip Ramp B, Route 3 east and Route 3 west

8 inches Aggregate Base Material, Type I, 21BSubbase -



220 lbs/SY Asphalt Concrete Type, SM 12.5 ASurface -

I-95 Shoulder Design (North and Southbound directions)

Standard UD-4 edgedrain

8 inches Aggregate Base Material, Type I, 21B to be connected to VDOTSubbase -

8 inches Asphalt Concrete Type, BM 25.0 ABase -


220 lbs/SY Asphalt Concrete Type, SM 12.5 ESurface -

I-95 Widening (North and Southbound Lanes)

Minimum Pavement Sections


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002g.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

30

3

30

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

Matc

hline Sta. 3

8+0

0.0

0 Sheet 4

Utility Owners:

Department of Public Works

Bassam Amin

P.O. Box 7447


(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)


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]

of existing pavement

Denotes var. mill and overlay/build-up

Denotes area of obscurred pavement

WIDTHS.

LANE, SHOULDER, AND MEDIAN

SEE TYPICAL SECTIONS FOR

Prop Limited Access Line

Prop. RW &

A

B

C

D

1.093

AC.

GPIN

# 7769-7

2-2

713

Inst.# 0500019

26

PB 9 P

G 118-119

Inst.# 020003413PB 12 PG 45

0.919 AC.GPIN# 7769-52-9998

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

PB 12 PG 43A

1.434 AC.GPIN# 7769-62-7720

Inst.# 020003407

2.32 AC. (Per

GIS)

Inst.# 050001919PB 11 PG 90-91

PB 9 PG 102-103

PB 8 PG 69-70

1.002 AC.GPIN# 7769-72-0750

0.990 AC.GPIN# 7769-62-9730

Inst.# 050001909

PB 8 PG 27-3

1

Inst.# 040000745

2.349 AC.GPIN# 7769-62-4926

PB 9 PG 54

GPIN# 7769-62-4664

PB 10 PG 159

GPIN# 7769-6

2-9857

Inst.# 050001917PB 11 PG 90-91

1.755 AC.

Inst.# 030004264

0.3430 AC.

Inst.# 030004267

.5063 AC.

0.3430 AC.

Inst.# 060003016

GPIN# 7769-62-5175GPIN# 7769-62-4137

PB 12 PG 43A1.0815 AC. (Per GIS)GPIN# 7769-62-2163

PB 5 PG 22PB 12 PG 43A

Inst.# 030004264

GPIN# 7769-62-5175

Inst.# 060003016

9.8445 AC.

GPIN# 7769-61-6928

PB 14 PG 72

Inst.# 060003016

GPIN# 7769-71-1827

Inst.# 150000201

2.4231 AC.

RICHARD A. PRUITT DEVELOPMENT, LLC

FREDERICKSBURG

RICHARD A. PRUITT

RICHARD A. PRUITT

FREDERICKSBURG DEVELOPMENT, LLC

FREDERICKSBURG DEVELOPMENT, LLC

CENTRAL PARK 1223, LLCCENTRAL PARK 1218, LLC

CENTRAL PARK 1200, LLC

FREDERICKSBURG 35, LLC

FREDERICKSBURG 35, LLC

CARL D. SILVER, ESTATE

OWNERS ASSOCIATION, INC.

THE CENTRAL PARK PROPERTY

CE

NT

RA

L P

AR

K 12

09, LLC

009

008007

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715003.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

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" RCP

18" 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°06

’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°3

3’0

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°2

2’2

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°0

1’16" 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°26’13" 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= 69.3

5’)

(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

’37" E 13

8.0

0’)

(S 03°16

’37" E 217.2

4’)

(N 03°16’3

7"

W 336.2

8’)

(S 03°16

’37" E 317.0

9’)

135.12’)

(N 86°43’23" E

60.8

8’)

(S 11°33’0

4" E

80.3

5’)

(S 03°16

’37" E

48.60’)

(N 86°43’23" E

22.18’)

(S 03°16

’37" 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°39’3

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

Ir Ir

Ir Ir

Ir

Ir Ir Ir

(N 06°4

9’2

8" E 277.7

8’)

(N 25°51’56"

W 18

2.72’)

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

°21’06

" 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°22’0

1" E

N 59

°31’32" E

S 30°2

8’2

8" E

S 11°2

2’0

2" E

N 21°2

6’4

7"

W

N 21°2

6’4

7"

W

S 01°4

6’18" E

N 01°5

4’17"

W

N 04°3

6’3

1" W

N 02°0

7’3

6"

W

N 36°58’19"

W

N 85°27’26" E

S 04°16

’54" E

N 68°3

3’13" E

(S 68°2

0’13" 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

RW

Mon.

RW

Mon.

RW

Mon.

100’ Taper500’ Storage

Sawcut

St’d. GR-9 Req’d.St’d. GR-11 Req’d.

St’d.Saw Cut Req’d.

CG-3 Req’d.

St’d. Radial CG-3 Req’d.

St’d. MS-1 Req’d.

Sawcut

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 3

Delineator (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-1A

+73.0

0

+73.0

0

Cut Req’d.

St’d.Saw

St’d. MS-1 Req’d. 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. Retaining Wall Req’d

CF CF

St’d FE-CL Vinyl Coated Req’d

CF

Type 2 R

eq’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

Req’dSt’d. GR-2

GR-11 Req’dSt’d Guardrail Terminal


31

4

4

0

SCALE

50’ 100’Denotes Construction Limits in Cuts


C

F



Matc

hline Sta. 5

3+0

0 Sheet 5

Matc

hline Sta. 3

8+0

0 Sheet 3

Matchline Sta. 103+00.00 Sheet 6



Denotes mill and overlay existing pavement




Matchline Sta. 94+50.00 Sheet 4B Sheet 4B

Matchline Sta. 95+00.00

Sheet 6

Matchlin

e Sta. 2

16+0

0


WIDTHS.


SEE TYPICAL SECTIONS FOR PB 10 P

G 159

GPIN#

7769-62-9857

GPIN

# 7769-7

2-2

713

1.093

AC.

1.096

AC.

GPIN

# 7769-7

3-5

163

PB 10 P

G 15

9-161

PB 8 P

G 27-3

1

2.32 AC. (Per GIS)

Inst.# 15

0003096

PB 11 P

G 16-17

GPIN# 7769-72-3980

Inst.# 0500019

26

PB 9 P

G 118-119

Inst.# 150003102

PB 11 PG 16-17

1.525 AC.

OWNER ONE, LLCMACH II MCB SILVER PORTFOLIO

OW

NE

R

ON

E, LLC

MA

CH II M

CB

SIL

VE

R

PO

RTF

OLIO

CE

NT

RA

L P

AR

K 12

09, LLC

CARL

D. SIL

VER, ESTATE

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715004.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

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.

L= 3

04.28’)

(R= 114

5.67’

(S 45°00’00" E 158.25’)

11.44’)

(S 5

2°11’14" W

DB 284

PG 403

Ex. 15’ V

irginia P

ower Esm

t.

PB 9 P

G 119

Ex. 24’ In

gress/

Egress Es

mt.

Ir

Ir

Ir

Ir

Ir

Existing

VDOT Limite

d Access R/W per

Plans

0095-089-10

1

S 44°49’14" E

N 56

°06’58" W

S 03°0

5’3

4" E

RW

Mon.

SWM #1

POTENTIAL

SWM #2

POTENTIAL

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.

Chain

OFFRAM

P3A Sta. 2

25+48.11

Chain

ROU

TE3 Sta. 40+32.06

Intersection A

ngle = 80° 00’ 00.00"

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

Route 95 S

BL Constr. B

aseline Sta. 9

5+3

2.2

3

Route 3

Constr. B

aseline Sta. 4

7+8

3.3

3

Intersection Angle = 71° 45’ 15.93"

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-3

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

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

Route 95 N

BL C

onstr.

Baseline

Sta. 96

+05.4

2

Route 3 C

onstr.

Baseline

Sta. 50

+17.08

Intersecti

on A

ngle

= 108

°14’44.0

7"

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.


+90.0

0

-0.7

%

POT

300+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. GR-

9 Re

q’d.

Shoulder

Transitio

n

PC10

+00.0

010

11PC

C11+2

0.3

7

1213

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 2 R

eq’d.

St’d. G

R-FOA-

2


St’d.

GR-2

Req’d.

Type 1 Req’d.

St’d. GR-FOA-3

St’d.

MC-4 Req’d.

32



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’

4B

4B





Matchline Sheet 5

Matchline Sheet 5


WIDTHS.



KAL, LLC

HOME DEPOT U.S.A. INCHOME DEPOT U.S.A. INC

19.729 AC.

GPIN# 7769-91-0210

DB 331 PG 814

GPIN# 7769-91-0210

DB 331 PG 814

PB 10 PG 110PB 10 PG 110

19.729 AC.

GPIN# 7769-92-2021

PB 10 PG 110-113

Inst.# 120002610

1.014 AC.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715004b.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

OH Sign #880015

(SIG)

SNOW

#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’)

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

RW Mon.

RW Mon.

RW

Mon.

RW

Mon.

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

Rte. 3 EB

Loop C

Loop C

Loop D

Loop D

Should

er Transitio

n

Transitio

n

Should

er

+00.00

+90.00

+00.00

+35.00

33

5







C

F



0

SCALE

50’ 100’

5


Matchline St

a. 18+00.00 S

heet 6

Matc

hline Sta 53

+00.0

0 Sheet 4

Matchline Sheet 4B

Matchline Sheet 4B


WIDTHS.



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715005.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

GPIN# 7769-93-7122

DB 188 PG 443 (Plat)

DB 193 PG 153 (Plat)

PB 10 PG 94-95

Inst.# 050002951

3.546 AC.

GPIN# 7769-92-82841.187 AC.

GPIN# 7769-92-7057

PB 10 PG 511.221 AC.

Inst.# 080001550

PB 10 PG 45-47

GPIN# 7769-93-5150

Inst.# 110002074

PB 10 PG 94-95

2.703 AC.

Inst.# 110002074

GPIN# 7769-93-3025

0.428 AC. (Measured)

GPIN# 7769-92-3876GPIN# 7769-92-3876

Inst.# 050002951

3.00 AC.

Inst.# 110002074

PB 10 PG 94-95

2.703 AC.

GPIN# 7769-92-6214

Inst.# 150000915

Inst.# 080001430

PB 10 PG 43-44

1.489 AC.

0.428 AC. (Measured)

Inst.# 060000272

GPIN# 7769-94-7825

Inst.# 110002074

GPIN# 7769-93-3025

GPIN# 7769-94-7825

Inst.# 060000272

75.53247 AC. (Total)66.13611 AC.

ESS PRISA III OWNER LLC,

PROPERTIES II LLC

WALLACELJS GATEWAY STORE, LLC

ESS PRISA III OWNER, LLC

FIVE HANDS, LLC

HYLTON VENTURE LLC,

AREC 14, LLC

AREC 14, LLC,

001

Prop Limite

d

Access Line

Prop. R

W

&

Prop Limite

d

Access Line

Prop. R

W

&

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)

(SIG)

(CO

X)

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°02’0

6"

W 111.08’)

(N 87°57’54" E 194.01’)

(S 01°54’0

3" E 254.4

7’)

(N 01°55’15"

W 251.80’)

(N 08°19’0

3" E 679.7

6’)

(S 00°33’15" 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

’27" 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

Existing

VD

OT

Limited

Access R/

W per Pla

ns 0095-0

89-101


Ramseur Street

S 00°40’2

3" E

S 01°37’5

8" E

S 02°14’0

6" E

N 06°0

2’5

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

RW

Mon.R

W

Mon.

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"

Route 95 N

BL C

onstr.

Baseline

Sta. 96

+05.4

2

Route 3 C

onstr.

Baseline

Sta. 50

+17.08

Intersecti

on A

ngle

= 108

°14’44.0

7"

Ra

mp A

Ramp A Connector

Rte. 3 EB

Rte. 3 WB

Loop A

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



St’d. M

C-4

Req’d.

10

11

12

13

14

15

16

17

18

Sa

wcut

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

0St’d. GR-2A Req’d.

GR-11 Req’d

St’d Guardrail Terminal

Wall Req’d

Prop. Retaining

34

6

6

0

SCALE

50’ 100’

Cell Revised 12/11/12



C

F


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

Matchline Sta.204+50 Sheet 7

Matchlin

e Sta.216

+00 Sheet 4

Matchline St

a. 18+0

0.00

Sheet 5





Matchline Sta. 112+00 Sheet 7


Sheet 4

Matchline Sta. 103+50.00

Sheet 4

Sta. 103+50.00

Matchline


WIDTHS.



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715006.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

HYLT

ON

VE

NT

UR

E

LLC,

Inst.# 13

0003228

Inst.# 060000272

GPIN

# 7769-9

4-7

825

PB 17 P

G 14

8-149

1.686

AC.

GPIN

# 7769-8

3-3

867

75.5

3247

AC. (T

otal)

66.13611 A

C.

GPIN

# 7769-7

3-7

735

DB 282 P

G 261

PB 8 P

G 5

15.4

659

AC.

SA

NDPIP

ER

FR

ED

ERIC

KS

BU

RG LLC

LO

WE’S

HO

ME

CE

NT

ER

S, IN

C.

001

Limited

Access Lin

e

Prop. R

W

&

Prop

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 P

G 31

Ex. 20’

Waterline Esmt.

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°15’22

" 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’

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

RW Mon.

RW Mon.

RW Mon.

SWM #2

SWM #3

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. GR-

2 Re

q’d.

St’d.

GR-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

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

St’d.

MC-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

+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

35







C

F



0

SCALE

50’ 100’

7

7Matc

hline Sta.2

04+5

0.0

0 Sheet 6

Matc

hline Sta.112

+00.0

0 Sheet 6


Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8


WIDTHS.



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715007.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

FREDERICKSBURG CP, LLC

D E

E

FREEDOM BBY 22401, LLC

OWNER ONE, LLC

MACH II MCB SILVER PORTFOLIO

HYLTON VENTURE LLC,

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

OWNERS ASSOCIATION, INC.


GPIN# 7769-84-3490

Inst.# 150003100PB 13 PG 45

2.104 AC.

PB 8 PG 724.13358 AC.

GPIN# 7769-84-4861

GPIN# 7769-84-5694

Inst.# 050001539PB 13 PG 45

1.273 AC.

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)

66.13611 AC.

Inst.# 130003015

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

001

Limited Access LineProp. RW & Prop

Limited Access Line

Prop. RW & Prop

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’)

(N 45°00’00" E 145.97’)

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°0

4’5

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


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°54’0

8" E

N 45°12’24" E N

44°45’3

5"

W

N 15°05’52" E

S 44°49’14" E

RW

Mon.

RW

Mon.

RW

Mon. R

W

Mon.

RW

Mon.

RW

Mon.

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

Curve 95NB2

PI = 134+27.46

Curve 95NB2

PI = 134+27.46

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

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

36

8

8

0

SCALE

50’ 100’

Matc

hline Sta. 127+0

0.0

0 Sheet 7

Matc

hline Sta. 127+0

0.0

0 Sheet 7







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


WIDTHS.



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715008.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

THE PRESERVE

AT S

MITH

RUN

HOMEOWNERS AS

SOCIATI

ON

COWAN, LLCCREEK COMPANY THE CONTRARY

OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY

& JOYCE D. GRAVES

NELSON A. GRAVES, Jr.

& BONNIE

B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

HYLTON VENTURE, LLC

COWAN, LLCCREEK COMPANY THE CONTRARY

OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY

& JOYCE D. GRAVES

NELSON A. GRAVES, Jr.

& BONNIE

B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

HYLTON VENTURE LLC,

TAX MAP

# 77

69-96-45

60

Inst.# 06000

0272

GPIN# 7769

-94-7825

20.479

4 AC. (

Per GI

S)

Inst.# 12

0000

712

2. 43

6 AC.

75.53247 A

C. (Total)9.396

36 AC.

GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)

GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)

GPIN# 7769-85-3760

DB 301 PG 794

13.408 AC. (Per GIS)

GPIN# 7769

-85-5954

DB 301 PG 794

13.408 AC. (Per GIS)

GPIN# 7769-85-3760

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)66.13611 AC.

1.0905 AC.

GPIN# 7769

-85-5954

Inst.# 07000

3773

PB 16 PG 23

-24Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN#

7769-8

7-3295

GPIN#

7769-8

7-3295

20.479

4 AC. (

Per GI

S)

DB 208 PG 1

00

DB 208 PG 1

00

005

004

002

001

001

21,324 SQ FT

JAVIER & DENISE

GUTIERREZ FRANCISCO

21,916

SQ FT

KRAMER KYLE

W & A

MY A

16,0

04 S

Q F

TD

AY

MALIC

HA

& ROBIN 25,867 SQ FT

AUSTIN MATTHEW A

Prop. RW & Prop Limited Acces

s Line

Limited Ac

cess Line

Prop. R

W & P

rop

Prop. RW

& Pr

op Limite

d Acces

s Lin

e

Limited Access Line

Prop. RW & Prop

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

Ductile Ir

on

PVC

#117 6" D. I.

#118

PVC

PVC

SS

SS

S

M

M

M

MM

M

M

M

M

M

M M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

MM

M

M

M

M

M

M

M

MM

MM

MMM

MMM

M

MM

M

M

M

M

M

M

M

M

M

E4

E3

E2

E5 E6

E7

E8

E9

E1

E10

E20

E19

E11

E18

E12

E13

E17

E16

E14

E15

FI

F2 F

3

G1 G2

G4

G5

G6

G7G3

D1

C1

C2

C3

C4D5

D4

D3

D2

B1

B1.5

B2

B3

B4 B5

B6

A8

A7

A6A

5A4

A3

A2

A1

H2

H4

H5

H6

H1

H3

Not F

ound

#255

#256

6’ x 8’ Box Culvert

D

D

18" RCP

6’ x 8’ Box Culvert

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

Ex. 20’ Sanitary Sewer Es

mt.

66.82’)

(N 74°2

9’0

3" E

15.6

2’)

(N 86°28’0

0" E

24.27’)(N

05°09’

39" W

86.52’)

(S 45°27’0

6" E

100.6

3’)

(S 83°5

7’2

5" E

32.3

2’)

(N 73°29’5

3" E

55.9

9’)

(N 76°19’3

2"

W99.8

6’)

(N 76°4

3’4

1" W

L= 82.26’)

(R= 5842.58’

54.5

5’)

(S 89°11’2

8"

W

32.6

2’)

(S 85°44’4

4"

W

(N 09°08’22" E 206.18’)

L= 717.90’’)(R= 5842.58’

45.0

1’)

(S 88°2

9’5

0" E

57.10’)

(N 84°55’3

4" E

77.6

0’)

(N 87°5

6’4

3" E

Varia

ble

Width R/

WCowan Boule

vard

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DO

T

Drain

age Es

mt.

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°01’2

5"

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°4

1’43"

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°07’2

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’)

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

RW Pin

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


PIER PROTECTION SYSTEM REQ’D

Type 1 Req’d.

St’d. GR-FOA-2

Type 2 Req’d

.St’d. GR-FOA-2

+50.0

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

37

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




9

9

Denotes Wetland Limits


WIDTHS.



Prop Limite

d Access

Line

Prop. RW &

HAMPTONS AT NOBLE, L. P.

FRED II LIMITED PARTNERSHIP

THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATION

THE PRESERVE AT SMITH RUNHOMEOWNERS ASSOCIATION

RH LUXURY, LLC

FRED II LIMITED PARTNERSHIPInst.# 120000712

0. 955 AC.

TAX MAP# 7769-98-2024

10. 974 AC.

GPIN# 7769-87-5772

Inst.#160000121

Inst.# 1200007122. 436 AC.

TAX MAP# 7769-96-4560

GPIN# 7769-88-4279

1. 037 AC.

GPIN# 7769-98-1474

Inst.# 030001034

Inst.# 030001034

6. 000 AC.

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-98-4384

002

16,004 SQ FT

DAY MALICHA

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715009.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

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

= 230. 2

6’

In Pl. 8

" Metal Pip

e

Inv. In =

231. 8

8’

In Pl. 8

" Metal Pip

e

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°3

0’3

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 =

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

38

10

10

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


WIDTHS.



RH LUXURY, LLC

CELEBRATE 1080, LLC

BRE SELECT HOTELS PROPERTIES LLC

KINGDOM FAMILY HOLDINGS, INC.

BRAGG HILL COMMUNITY CORPORATION

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.FRED II LIMITED PARTNERSHIP

KINGDOM FAMILY HOLDINGS, INC.

23456789

Inst.# 130001421

3. 041 AC.

GPIN# 7769-89-4007

Inst.# 070003526

0. 715 AC.

TAX MAP# 7769-98-1731

Inst.# 030001034

2. 4706 AC.

GPIN# 7769-88-3772

Inst.# 010001353

GPIN# 7769-99-0343

6. 000 AC.GPIN# 7769-99-0859

Inst.# 160000431

GPIN# 7769-99-08

59

DB 275 PG 382

2. 510 AC.

Inst.# 160000431

6. 000 AC.

1. 037 AC.

GPIN# 7769-98-1474

GPIN# 7769-88-4279

Inst.# 080002839

4. 6973 AC.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715010.dgn


12/29/2016

PROJECT SHEET NO.





0095-111-278



95RW-201, C-501

0095-111-278, P-101,




October 4, 1956

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°4

0’2

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°30’0

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°43’4

1" E 12

3.2

5’)

(N 68°43’4

1" E 13

8.3

8’)

(S 17°25’22" E 65.41’)

(N 79°07’4

8" E 313.0

0’)

(S 10°52’12" E 391.00’)

(4

0.0

0’)

(N 79°07’4

8" E)

(S 73°34’17"

W 350.0

0’)

(R = 5616.58’)

(A = 726.01’)Inst. #070003599

Ex. Private 20’ Sanitary Sewer Easement

Inst. #0

70003599

Ex. Priva

te 20’ Storm

Sew

er Easem

ent

Inst. #070003599

Ex. Public 15’ Waterline Easement

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°3

4’17" 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

171

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

39

A DESIGN-BUILD PROJECT

I-95 Safety Improvements at Route 3

Submitted by:

Branscome IncorporatedSubmitted to:

Virginia Department of Transportationin association with Rinker Design Associates, P.C.

January 4, 2017SOLICITATION DB 107715B

City of Fredericksburg, Virginia

PRICE PROPOSAL

From: 0.115 Miles South of Int. Route 3 To: 1.220 Miles North of Int. Route 3

State Project No.: 0095-111-278 Federal Project No.: OC-095-2(535) Contract ID Number: C00107715DB91

1 of 1

ATTACHMENT 4.0.1.2

DESIGN-BUILD PRICE PROPOSAL CHECKLIST

Project Name: I-95 Safety Improvements at Route 3

Contract ID Number: C00107715DB91

Contents of Price Proposal:

Cost Breakdown Summary in whole numbers and the Proposal

Price, in both numbers and words (Attachment 4.3.1)

Price Adjustment Information and Forms for Fuel, Asphalt and

Steel, including identification of pay items and associated quantities

eligible for adjustment (Part 3, Section 6.3, Attachments 6.3)

Proposal Guaranty (C-24) required by Section 102.07 of Part 5,

Division I Amendments to the Standard Specifications

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 C

ost B

reakdow

n S

um

mary

an

d P

roposal P

rice

4.3

.2 P

rice Adju

stmen

t Info

rmatio

n

& F

orm

s for F

uel, A

sphalt, &

Steel

4.3

.3 P

roposal G

uaran

ty (C

-24)

4.3

.4 S

worn

Statem

ent F

orm

s (C

-104, C

-105)

Form C-105 Rev. 7-13-05

COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION

AFFIDAVIT PROJECT: 0095-111-278, P101, R201, C501

FHWA: OC-095-2(535)

This form must be completed, signed, notarized and returned with bid; and failure to do so, may result in the rejection of your bid. A separate form must be submitted by each principal of a joint venture bid.

1. I, the firm, corporation or officers, agents or employees thereof have neither directly norindirectly entered into any combination or arrangement with any person, firm or corporationor entered into any agreement, participated in any collusion, or otherwise taken any actionin restraint of free competitive bidding in connection with such contract, the effect of whichis to prevent competition or increase the cost of construction or maintenance of roads orbridges.

During the preceding twelve months, I (we) have been a member of the following HighwayContractor's Associations, as defined in Section 33.1-336 of the Code of Virginia (1970). (Ifnone, so state).

NAME Location of Principal Office

2. I (we) have _____, have not _____, participated in a previous contract or subcontractsubject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or11246, and that I/We have _____, have not _____, filed with the joint Reporting Committee,the Director of the Office of Federal Contract Compliance, a Federal Governmentcontracting or administering agency, or the former President's Committee on EqualEmployment Opportunity, all reports due under the applicable filing requirements.

Note: The above certification is required by the Equal Employment OpportunityRegulations of the Secretary of Labor [41 CFR 60-1.7(b)(1)], and must be submitted bybidders and proposed subcontractors only in connection with contracts and subcontractswhich are subject to the equal opportunity clause. Contracts and subcontracts which areexempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally onlycontract or subcontracts of $10,000 or under are exempt.)

Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Ordersor their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contract and subcontract unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

(Continued)

letter of submittal and attachments 105 fredericksburg, va 22407 (branch) engineering (eng), land...

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