letter of submittal and attachments 105 fredericksburg, va 22407 (branch) engineering (eng), land...
TRANSCRIPT
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
15
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
Real Estate Appraisal Business 4008001801 04/30/2018
9385 Discovery Blvd Suite 200
Manassas, VA 20109 (Main)
Engineering (ENG), Land Surveying (LS) 0405000502 12/31/2017
Real Estate Appraisal Business 4008001684 02/28/2017
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)
LEAD CONTRACTOR - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
18
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: 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)
LEAD CONTRACTOR - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
19
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: 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
(LIMIT 1 PAGE PER PROJECT)
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)
LEAD DESIGNER - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
21
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: 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
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 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)
LEAD DESIGNER - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
22
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: 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
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 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
3
4
225
To W
ash., D.C.
40
35
30
5
6
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
Cowan Boulevard
Carl Silver P
arkw
ay
45
50
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
30
30
+50
DATUM LINE
DATUM LINE
173
175
T/Tg
E
6" W
8" S
4" G
PLPL
STATE
PROJECT
NO.
SECTIONEQUALITIES
FEET
LENGTH INCLUDINGFEDERAL AID
PROJECT NO.FEET FEETMILES MILES
LENGTH EXCLUDINGTYPE
PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE
CODE
UPC
NO.
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COMMONWEALTH OF VIRGINIA
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SECTION NUMBERS)
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(SEE TABULATION OC-095-2( )
Population 24,286 (2010 Census, Fredericksburg)
INTERSTATE 95
7
CLASSIFICATION
FUNCTIONAL
TC STD.
GEOMETRIC STD.
MIN. DESIGN SPEED
DHV
V (MPH)
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
D (%) (design hour)
T (%) (design hour)
I-95 ROUTE 3
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
ADT (2014)
GS-5
70 MPH
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
513012
5
120
115
110
105
65
60
55
15
20
25
10
TO WB RTE. 3 (Ramp B)SB I-95 OFF RAMP
TO WB RTE. 3 (Ramp B)
SB I-95 OFF RAMP
Slip Ramp B
RTE. 3 (Loop A)NB I-95 TO EB
(Ramp A)FROM EB RTE. 3NB I-95 ON RAMP
Ramp A Connector
TO EB RTE. 3 (Ramp D)NB I-95 OFF RAMP
95
STA. 50+17.08 ROUTE 3 CONSTR. BASELINESTA. 96+05.42 I-95 NBL CONSTR. BASELINE
Sta. 9
0+0
0.0
0
NB
L Constr. B
L
0095-111-278, PE-101, RW-201, & C-501
Project Lengths are based on Northbound I-95 Mainline Construction Baseline.
FROM: 0.115 MILES SOUTH OF INT. ROUTE 3
TO: 1.220 MILES NORTH OF INT. ROUTE 3
FROM: 0.115 MILES SOUTH OF INT. ROUTE 3TO: 1.220 MILES NORTH OF INT. ROUTE 3
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
GradePoint of Finished
BL
GradePoint of Finished
BL
GradePoint of Finished
*
**
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
GS-115%Seeding Req’d.
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
Clear Zone min= 30’
GS-115%Seeding Req’d.
Topsoil &
Exist Pave.
12’
6 : 1
Clear Zone min= 30’
GS-115%Seeding Req’d.
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’
Seeding Req’d.Topsoil &
Sta. 207+87.91 to Sta. 209+75.00
7.5 % and Var.
10’24’ & Var
LineCrown
Clear Zone min= 20’
6 : 1
10’
5’ 5’
Seeding Req’d.Topsoil &
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
Var. Width Mill & Overlay/Build-up
GS-11 5%6 : 1
5’5’
Seeding Req’d.Topsoil &
Sta. 209+75.00 to Sta. 212+07.91
7.5 % and Var.
10’24’ & Var
LineCrown
Clear Zone min= 20’
6 : 1
10’
5’ 5’
Seeding Req’d.Topsoil &
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
Var. Width Mill & Overlay/Build-up
GS-11 5%6 : 1
5’5’
Seeding Req’d.Topsoil &
Sta. 212+07.91 to Sta. 216+50.00
2.0 % and Var.
10’24’ & Var
Clear Zone min= 20’
6 : 1
10’
5’ 5’
Seeding Req’d.Topsoil &
8’
Pave.Match
6’
Clear Zone min= 20’
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
GradePoint of Finished
BL
GradePoint of Finished
BL
GradePoint of Finished
*
*
BL
BL
GradePoint of Finished
BL
BL
BL
GS-11 5%6 : 1
5’5’
Seeding Req’d.Topsoil &
Sta. 216+50.00 to Sta. 222+02.52
2.0 % and Var.
10’24’ & Var
Clear Zone min= 16’
Seeding Req’d.Topsoil &
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’
Seeding Req’d.Topsoil &
Sta. 222+02.52 to Sta. 224+67.74
2.0 % and Var.
10’
Clear Zone min= 16’
2 : 1 C
ut Slo
pe
6 : 1 Fill Slope
8’
10’
5’ 5’
Seeding Req’d.Topsoil &
6’
4’
2 : 1 Cut Slope GS-115%
6’
Clear Zone min= 16’
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’
Seeding Req’d.Topsoil &
8’
16’
Seeding Req’d.Topsoil &
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
Clear Zone min= 14’
6 : 1 Fill Slope
Clear Zone min= 14’
(See X-Sections)
6 : 1 & Var
GS-11 5%
Seeding Req’d.Topsoil &
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’
Seeding Req’d.Topsoil &
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’
WBL Rte. 3 EBL Rte. 3
1’1’
12’ 1’ Turn Lane
Sta. 30+46.59 to Sta. 33+30.00
Match Exist.2 %
Station to Station 77’
2’
Rte. 3
10’
25’
Seeding Req’d.Topsoil &
Prop Retaining Wall
See X-sectionsSt’d CG-3
12’
Var. Width Mill & Overlay
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
(See Plans)Flexible Post Delineators
2’ St’d MS-1 with
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002b.dgn
Plotted By: localuser9:26:51 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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
25
2C
2C
TYPICAL SECTIONS
BL
BL
BL
GradePoint of Finished
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’
Seeding Req’d.Topsoil &
Prop Retaining Wall
See X-sections
2’
Var. Width Mill & Overlay
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’
Var. Width Mill & Overlay
Rte. 3
WBL Rte. 3 EBL Rte. 3
Station to Station 77’
1’
GS-115%
Seeding Req’d.Topsoil &
8’
10’10’
6 : 1
5’ 5’
2 : 1 Cut Slope
Var. Width Mill & Overlay
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
Var. Width Mill & Overlay
Sta. 43+49.12 to Sta. 46+92.98Station to Station
GS-11 5%6 : 1
5’5’
Seeding Req’d.Topsoil &
10’
6 : 1
10’
Seeding Req’d.Topsoil &
6’
4’
Clear Zone min= 20’
1’
2 : 1 C
ut Slo
pe
6 : 1 Fill Slope
8’
10’
2.0 %
1’
GS-115%
9’
6’
GS-115%Seeding Req’d.
Topsoil &
2 : 1
Fill sl
ope
Clear Zone min= 20
GS-11 5%
Seeding Req’d.Topsoil &
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’
Station to Station X
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’
Seeding Req’d.Topsoil &
6’
4’
Clear Zone min= 20’
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
(See Plans)Flexible Post Delineators
2’ St’d MS-1 with
Var. WidthSt’d MS-1
Match Exist.
Match Exist.
Match Exist. Match Exist.
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002c.dgn
Plotted By: localuser9:27:06 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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
26
2D
2D
TYPICAL SECTIONS
BLGradePoint of Finished
BLBL GradePoint of Finished
BLBL
BLBL
GradePoint of Finished
BLBL
GradePoint of Finished
BLGradePoint of Finished
BL
*
*
GS-11 5%6 : 1
5’5’
Seeding Req’d.Topsoil &
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’
Clear Zone min= 30’
4 : 1
4’
Overlay/Build-up
Var. Width Mill &
GS-11 5%
Seeding Req’d.Topsoil &
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
WBL Rte. 3 EBL 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%
Seeding Req’d.Topsoil &
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
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
WBL Rte. 3 EBL 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
Crown LineApproximate Existing
Crown LineApproximate Existing
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
ROUTE PROJECTSHEET NO.
d107715002d.dgn
Plotted By: localuser9:27:22 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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
27
2E
2E
TYPICAL SECTIONS
BLBL
BLBL
BLBL
BL
BL
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
1’
Match Exist.
LaneTurn
GS-11 5%
Seeding Req’d.Topsoil &
13’
2 : 1 Fill slope10’
48’
Sta. 52+50.00 to Sta. 53+50.00
Rte. 3
WBL Rte. 3 EBL Rte. 3
LaneTurn
GS-11 5% Seeding Req’d.Topsoil &
13’
2 : 1 Fill slope10’
1’
GS-11 5%
Seeding Req’d.Topsoil &
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’
Var. Width Mill & Overlay
Var. Width Mill & Overlay
(See Turn Lane Typical)
Station to Station Sta. 53+50.00 to Sta. 54+55.00
WBL Rte. 3 Match Exist.
1’
GS-11 5%
Seeding Req’d.Topsoil &
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
(See Turn Lane Typical)
Station to Station Sta. 54+55.00 to Sta. 60+00.00
Sta. 54+55.00 to Sta. 60+00.00
Station to Station
& Overlay
Var Width Mill
Overlay/Build-up
Var. Width Mill & Overlay/Build-up
Var. Width Mill &
& Overlay
Var Width Mill
& Overlay
Var. Width Mill
Seeding Req’d.Topsoil &
St’d MC-4
Rte. 3
EBL Rte. 3WBL Rte. 3
Rte. 3
1’
5%
Seeding Req’d.Topsoil &
5’
6 : 1
St’d MC-4
Station to Station Sta. 60+00.00 to Sta. 62+55.00
8’
Overlay (End Full width 60+75.00)
Var Width Mill &
WBL Rte. 3
Rte. 3
Station to Station Sta. 60+75.00 to Sta. 66+44.29
(One Lane and turn Lane)
Var Width Mill & Overlay
Match Exist.
Match Exist.
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002e.dgn
Plotted By: localuser9:27:38 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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
28
2F
2FTYPICAL SECTIONS
BL
BL BL
BL
BL
BL
BL
14’
12’
GS-11 5%
Seeding Req’d.Topsoil &
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
Station to Station X
14’
I-95 NBL
12’
Clear Zone min= 30’
GS-11 5%
Seeding Req’d.Topsoil &
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’
Clear Zone min= 30’
GS-11 5%
Seeding Req’d.Topsoil &
6 : 1
16’
4 : 1
Sta. 117+50.00 to Sta. 125+90.00 36.7’ - 25.8’
14’
GS-11 5% Seeding Req’d.Topsoil &
2 : 1 Fill Slope
Req’d.
Pier Protection System
14’
I-95 NBL
12’
Clear Zone min= 30’
GS-11 5%
Seeding Req’d.Topsoil &
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
Seeding Req’d.Topsoil &
2 : 1 Fill slope
5’5’
Station to Station X
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
Seeding Req’d.Topsoil &
6 : 1 Var.
& Ult. NB CD-Road Typical)
Var. (See X-Sections
5%
5’5’
Seeding Req’d.Topsoil &
2 : 1 V
ar.
Fill Slope
2 : 1 & Var. 2%
5’
2 : 12 : 1
Fill Slope
2 : 1 & Var.
& Ult. NB CD-Road Typical)
Var. (See X-Sections
2%
5’
2 : 12 : 1
5’5’
Seeding Req’d.Topsoil &
2 : 1 V
ar.
Var.6 : 1
5%
Clear Zone min= 30’
17’
14’
GS-11 5%
Seeding Req’d.Topsoil &
6 : 1
12’
St’d MC-4
I-95 NBL
Station to Station 14’
Clear Zone min= 30’
Exist Pave.
Match Exist
Exist Pave.
12’
6 : 1
Seeding Req’d.Topsoil &
6 : 1 Var.
I-95 NBL
2%
5’5’
Seeding Req’d.Topsoil &
2 : 1 V
ar.
Fill Slope
2 : 1 & Var.
& Ult. NB CD-Road Typical)
Var. (See X-Sections5’
2 : 12 : 1
Sta. 137+50.00 to Sta. 144+25.00
Station to Station
Exist Pave.Exist Pave.
I-95 NBL
Sta. 144+25.00 to Sta. 160+50.00
102’
(See Plans)Prop. Sound Wall - Option 1
(See Plans)Prop. Sound Wall - Option 1
(See Plans)Prop. Sound Wall - Option 1
(See Plans)Prop. Sound Wall - Option 1
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002f.dgn
Plotted By: localuser11:53:59 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
29
2G
2G
TYPICAL SECTIONS
BL
BL
BL
GradePoint of FinishedBL
GradePoint of Finished
BL
6 : 1
Seeding Req’d.Topsoil &
6’
4’
12’
Sta. 47+000 to Sta. 58+00.00
Station to Station
Super Section
12’
5%
12’
5%
Min.
4’
2.5’
Seeding Req’d.Topsoil &
2 : 1 & Var Fill Slope
GS-11 5%
Seeding Req’d.Topsoil &
6 : 1
Seeding Req’d.Topsoil &
9’
6’
Clear Zone min= 16’
1’
8’
10’
2.0 %
1’
Loop B
18’ & Var.
Clear Zone min= 16’
Sta. 10+000 to Sta. 13+00.00
Station to Station
Pavement SlopeMatch
6 : 1
Seeding Req’d.Topsoil &
9’
6’
4’
SlopePavement
Match
SlopeExist.Match
1’
6 : 1
Seeding Req’d.Topsoil &
9’
6’
1’
Station to Station
Sta. 13+00.00 to Sta. 14+25.00
6 : 1 3 : 1 3 :
1
5’5’
(See X-Sections)
6’6’
Seeding Req’d.Topsoil &
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’
Clear Zone min= 30’
GS-11 5%Seeding Req’d.
Topsoil &
Exist Pave.Exist Pave.
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’
Clear Zone min= 30’
GS-11 5%Seeding Req’d.
Topsoil &
Exist Pave.Exist Pave.
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 -
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 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 -
8 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 -
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, IM-19.0DIntermediate -
220 lbs/SY Asphalt Concrete Type, SM 12.5 ESurface -
I-95 Widening (North and Southbound Lanes)
Minimum Pavement Sections
(See Plans)Prop. Sound Wall - Option 1
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002g.dgn
Plotted By: localuser11:46:36 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Fredericksburg, VA 22404
(540)-372-1023 ext. 251
Power: Dominion Virginia Power
Susan Smith
7500 West Broad Street
Richmond, VA 23294
Telecomm:
Mark Sheriff
Woodbridge, VA 22193
Verizon (VZN)
William (Bill) Lacy
Verizon Project Designer / Highway Relocations
9401 Peabody Street Manassas, VA 20110
Steve Ragland
22375 Broadrick Dr.
Suite 165
Dulles, VA. 20166
Cox Communications (COX)
PEG Bandwidth (PEG)
Sidera Networks (SID)
Rick Stransky
Gas: Columbia Gas
NiSource Damage Prevention Screening
1600 Dublin Road
Marble Cliff, Ohio 43215
Anderson Propane
Brian Stanley
City of FredericksburgWater and Sewer:
4391 Dale Blvd
Comcast (CMC)
City of Fredericksburg
SummitIG (SIG)
Fredericksburg, VA 22401
James Cummings
1310 Belman Road
Michael Llamas
8532 Skip Jack Pl
Pasadena, MD 21122
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
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
ROUTE PROJECTSHEET NO.
d107715003.dgn
Plotted By: localuser11:47:02 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Ex. 30’ Ingress/Egress Esmt.
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
Existing VDOT R/W per Plans 0095-089-101
Existing VDOT R/W per Plans 0095-089-101
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
Station 310+45.99 Constr. BL
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
Curve SLIPRPB2PI = 309+56.77
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
GR-11 Req’dSt’d Guardrail Terminal
31
4
4
0
SCALE
50’ 100’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.
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 area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
Matchline Sta. 103+00.00 Sheet 6
Denotes Survey Obscured Areas
Matchline Sta. 94+50.00 Sheet 4B Sheet 4B
Matchline Sta. 95+00.00
Sheet 6
Matchlin
e Sta. 2
16+0
0
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
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
ROUTE PROJECTSHEET NO.
d107715004.dgn
Plotted By: localuser11:47:19 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
St’d. GR-2 Req’d.
Sawcut
Sawcut
St’d. GR-2 Req’d.
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
Station 10+74.29 Constr. BL
Beg Construction Turn Lane
Station 224+67.74 Constr. BL
End Construction Ramp B
Station 302+18.65 Constr. BL
Begin Construction Slip Ramp B
Station 46+92.98 Constr. BL
End Construction Rte.3
Station 51+00.42 Constr. BL
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.
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
Curve SLIPRPB1PI = 305+25.04
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
Curve LOOPB2PI = 12+36.13
T = 115.76’L = 217.81’R = 260.00’
11+20.37PCC =PCC =13+38.18
Curve LOOPB3PI = 14+76.37
T = 138.18’L = 251.63’R = 245.00’
13+38.18PCC =PCC =15+89.82
Curve LOOPB4PI = 16+16.68
T = 26.86’L = 53.58’R = 295.00’
15+89.82PCC =PT =16+43.39
CF
St’d. SI-2 Req’d.
FC
Station 10+00.00 Constr. BL
Begin Construction Loop B
Station 15+50.00 Constr. BL
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-9 Req’d.
St’d.
GR-2
Req’d.
Type 1 Req’d.
St’d. GR-FOA-3
St’d.
MC-4 Req’d.
32
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 area of demolition of pavement
Denotes area of proposed paved shoulder
Denotes area of proposed pavement
0
SCALE
50’ 100’
4B
4B
Matchline Sta. 94+50.00 Sheet 4
Denotes Survey Obscured Areas
Denotes mill and overlay existing pavement
Matchline Sta. 95+00.00 Sheet 4
Matchline Sheet 5
Matchline Sheet 5
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
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
ROUTE PROJECTSHEET NO.
d107715004b.dgn
Plotted By: localuser11:47:34 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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.
0
SCALE
50’ 100’
5
Denotes Survey Obscured Areas
Matchline St
a. 18+00.00 S
heet 6
Matc
hline Sta 53
+00.0
0 Sheet 4
Matchline Sheet 4B
Matchline Sheet 4B
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715005.dgn
Plotted By: localuser11:50:44 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Existing VDOT R/W per Plans 0095-089-101
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
Existing VDOT R/W per Plans 0095-089-101
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
St’d. GR-2 Req’d.
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
St’d. GR-2 Req’d.
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’dSt’d Guardrail Terminal
GR-11 Req’d
St’d Guardrail Terminal
GR-11 R
eq’d
St’d
Guardrail T
erminal
Station 17+53.88 Constr. BL
End Construction Turn Lane
Station 14+25.53 Constr. BL
End Ramp A ConnectorStation 11+75.00 Constr. BL
Beg Ramp A Connector
Station 66+44.29 Constr. BL
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
Station 10+57.73 Constr. BL
Beg Ramp A
FC
St’d. MC-4 Req’d.
St’d. MC-4 Req’d.
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
GR-11 Req’dSt’d Guardrail Terminal
St’d. GR-2 Req’d.
St’d. GR-9 Req’d.
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
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.
Matchline Sta.204+50 Sheet 7
Matchlin
e Sta.216
+00 Sheet 4
Matchline St
a. 18+0
0.00
Sheet 5
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
Matchline Sta. 112+00 Sheet 7
Denotes Survey Obscured Areas
Sheet 4
Matchline Sta. 103+50.00
Sheet 4
Sta. 103+50.00
Matchline
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715006.dgn
Plotted By: localuser11:48:21 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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.
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
Denotes Survey Obscured Areas
Matc
hlin
e Sta. 12
7+0
0.0
0 Sheet 8
Matc
hlin
e Sta. 12
7+0
0.0
0 Sheet 8
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715007.dgn
Plotted By: localuser11:48:43 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
THE CENTRAL PARK PROPERTY
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.
THE CENTRAL PARK PROPERTY
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
Ex. 20’ Ingress/Egress Esmt.
PB 8 P
G 87
Ex. 20’ Ingress/Egress Esmt.
Ir
Ir
Existing VDOT Limited Access R/W per Plans 0095-088-109 Existing VDOT Limited Access R/W per Plans 0095-089-101
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
Station 26+10.13 Constr. BL
End Construction Ramp A
Station 112+34.81 Constr. BL
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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
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
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715008.dgn
Plotted By: localuser11:49:00 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
St’d. GR-6 Req’d.
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’
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
9
9
Denotes Wetland Limits
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
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
ROUTE PROJECTSHEET NO.
d107715009.dgn
Plotted By: localuser11:49:25 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Ex. 20’ Private Stor
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
Station 144+25.00 Constr. BL
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’
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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. 155+0
0.0
0 Sheet 9
Matc
hline Sta. 156+0
0.0
0 Sheet 9
Denotes area of obscurred pavement
WIDTHS.
LANE, SHOULDER, AND MEDIAN
SEE TYPICAL SECTIONS FOR
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
ALAN D. & GAIL A. HOWARD
DB 219 PG 524
0. 027 AC.
GPIN# 7769-99-0016
8
ALAN D. & GAIL A. HOWARD
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
ROUTE PROJECTSHEET NO.
d107715010.dgn
Plotted By: localuser11:49:47 AM
12/29/2016
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
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
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
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’)
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
Ex. 20’ Private Stor
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
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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)