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4.1 Letter of SubmittaL and 4.2 attachmentS
State Project no.: (fo) 0495-029-123, P101, c501federal Project no.: StP-495-5(094)contract id no.: c00105130db72
march 14, 2014
From: South of old dominion overpass To: George Washington memorial Parkway
I-495 NortherNSectIoN Shoulder uSeFaIrFax couNty, Va a design-build Project
BEGIN PROJECT
END PROJECT
Live Oak Overpass
Georgetown Pike Ramps
Old Dominion Overpass
GWMP Trumpet
ATTACHMENT 4.0.1.1
Braddock Road (Route 620) and Pleasant Valley Road (Route 609)
Intersection Improvement in Fairfax County, Virginia
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
Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.4
(Form C-78-RFP) Sections 3.4; 4.0.1.1
Letter of Submittal NA Sections 4.1
Letter of Submittal on Offeror’s letterhead NA Section 4.1.1
Offeror’s full legal name and address NA Section 4.1.1
Authorized representative’s original signature NA Section 4.1.1
Declaration of intent NA Section 4.1.2
120 day declaration NA Section 4.1.3
Point of Contact information NA Section 4.1.4
Principal Officer information NA Section 4.1.5
Offeror’s Corporate Structure NA Section 4.1.6
Full Legal Name of Lead Contractor and Lead Designer NA Section 4.1.7
Offeror’s VDOT prequalification information NA Section 4.1.8
DBE statement confirming Offeror is committed to achieving the required DBE goal NA Section 4.1.9
Final Completion Date NA Section 4.1.10
ATTACHMENT 4.0.1.1
Braddock Road (Route 620) and Pleasant Valley Road (Route 609)
Intersection Improvement in Fairfax County, Virginia
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
Certification Regarding Debarment Forms Attachment 4.2.2(a)
Attachment 4.2.2(b) Section 4.2.2
Offeror’s VDOT prequalification information NA Section 4.2.3
Evidence of obtaining bonding NA Section 4.2.4
Full size copies of DPOR licenses and SCC registrations NA Section 4.2.5
SCC registration information - businesses Attachment 4.2.5 Section 4.2.5.1
DPOR registration information - businesses Attachment 4.2.5 Section 4.2.5.2
Lead Contractor Work History Form Attachment 4.2.6(a) Section 4.2.6
Lead Designer Work History Form Attachment 4.2.6(b) Section 4.2.6
Conceptual Roadway Plans NA Section 4.2.7
FRANCIS O. DAY CO., INC. CONTRACTOR
850 East Gude Drive, Suite A, Rockville, Maryland 20850 Phone 301-652-2400 Fax 301-424-3697
March 14, 2014 Mr. Bryan W. Stevenson, P.E. Alternate Project Delivery Office Virginia Department of Transportation 1401 East Broad Street Richmond, VA 23219 RE: Letter of Submittal (4.1) and Attachments (4.2)
I-495 Northern Shoulder Use Fairfax County, Virginia / A Design-Build Project Project No. (FO) 0495-029-123, P101, C501 / Contract ID #C00105130DB72
Dear Mr. Stevenson: We are pleased to submit for your consideration one (1) original of our Letter of Submittal and Attachments to the Letter of Submittal, which bears original signatures, and one (1) CD-ROM containing the entire Letter of Submittal and Attachments in a single cohesive Adobe PDF file for this Design-Build (D-B) project in Fairfax County. In preparing this proposal, Francis O. Day Co., Inc. (F.O. Day) has carefully reviewed the Request for Proposal dated 2/6/2014; attended the Pre-Bid Conference on 2/14/2014; reviewed the RFP Q&A’s dated 2/27/2014 and 3/11/2014; Addendum No. 1 dated 3/06/2014; and visited the project site. F.O. Day will be the Lead Contractor and is the Offeror who has the overall authority on this project. F.O. Day is family-owned for over 60 years and has developed into an award-winning construction company (Site Development – Heavy/Highway – Asphalt) by building close relationships with our extended family of valued clients, trusted employees, and dedicated subcontractors and suppliers. F.O. Day has selected Johnson, Mirmiran & Thompson, Inc. (JMT) as our lead designer to provide all engineering services for this project. JMT is a multi-disciplined architectural/ engineering employee owned company that offers a full array of consulting and technology services for infrastructure projects throughout the United States. Both F.O. Day and JMT have been involved with innovative project delivery methods including design-build for more than 15+ years. In accordance with Section 4.1 of the Instructions for Offerors we are submitting the following Letter of Submittal requirements for your review: 4.1.1 Authorized Representative Original Signature - This submittal is signed in ink
by an authorized representative of Francis O. Day Company, Inc. 4.1.2 Declare of Intent - It is Francis O. Day Company, Inc.’s intent to enter into a
contract with VDOT for the project in accordance with the terms of the RFP. 4.1.3 120 Day Declaration - Pursuant to Part 1, Section 8.2, Francis O. Day Company,
Inc.’s offer will remain in full force for one hundred twenty (120) days after the date the proposal is submitted to VDOT (“Letter of Submittal & Price Proposal Due Date”).
Affiliated and/Subsidiary Companies
Attachment 4.2.1
4.2.1 Affiliated and/Subsidiary Com
panies
ATTACHMENT 4.2.1
State Project No. (FO) 0495-029-123, P101, C501
Affilia ted and Subs id iary 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
Certification Regarding Debarment Forms
Attachment 4.2.2
4.2.2 Certification Regarding Debarm
ent Forms
Offeror’s VDOT Prequalification Information
Attachment 4.2.3 4.2.3 Offeror’s VDOT Prequalification Inform
ation
TRNSPORT - E22 COMMONWEALTH OF VIRGINIA 02/21/2014 LSPPREQ DEPARTMENT OF TRANSPORTATION 2:11 PM PREQUALIFIED VENDORS SORTED BY VENDOR NAME PAGE 130 THIS LIST INCLUDES ALL PREQUALIFIED LEVELS AS OF 02/21/2014 - D - =============================================================================== D1026 DAY AND SONS, INC. PREQ. EXP : 04/30/2014 --PREQ ADDRESS ------------------ WORK CLASSES (LISTED BUT NOT LIMITED TO) 517 PUMPHREY LANE 024 - JACKING AND BORING OF PIPE GLEN BURNIE, MD 21061-0000 045 - UNDERGROUND UTILITIES PHONE : 410-762-5582 101 - EXCAVATING FAX : 410-762-5584 BUSINESS CONTACT: DAY, KEVIN LAWRENCE EMAIL: DAYANDSONSINC@AOL.COM ------DBE INFORMATION------ DBE TYPE : DBE DBE CONTACT: N/A =============================================================================== D499 FRANCIS O. DAY CO., INC. PREQ. EXP : 04/30/2014 --PREQ ADDRESS ------------------ WORK CLASSES (LISTED BUT NOT LIMITED TO) 850 EAST GUDE DRIVE, STE. A 002 - GRADING ROCKVILLE, MD 20850-1387 003 - MAJOR STRUCTURES PHONE : 301-652-2400 004 - ASPHALT CONCRETE PAVING FAX : 301-424-4443 007 - MINOR STRUCTURES 045 - UNDERGROUND UTILITIES BUSINESS CONTACT: FEMIANO, DANIEL JOSEPH EMAIL: DANF@FODAY.COM ------DBE INFORMATION------ DBE TYPE : N/A DBE CONTACT: N/A ===============================================================================
Evidence of Obtaining Bonding Attachment 4.2.4
4.2.4 Evidence of Obtaining Bonding
SCC Registrations and DPOR Licenses
Attachment 4.2.5
4.2.5 SCC Registrations and DPOR Licenses
ATTACHMENT 4.2.5
State Project No. (FO)0495-029-123, P101, C501
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
Francis O. Day Co., Inc. F048224-2 Corporation Active 850 East Gude Drive Suite A Rockville, MD 20850
Class A Contractor 2705051002 06-30-2015
Johnson, Mirmiran & Thompson, Inc.
F149901-3 Corporation Active
72 Loveton Circle Sparks, MD 21152
ENG, LA, ARC, LA 0407001314 12-31-2015
13921 Park Center Rd. Suite 140 Herndon, VA 20171
ENG, LS 0411000441 02-29-2016
9201 Arboretum Pkwy. Suite 310 Richmond, VA 23236
ENG, LS 0411000029 02-29-2016
272 Bendix Rd., St. 260 Virginia Beach, VA 23452
ENG, LS 0411000440 02-29-2016
Quinn Consulting Services, Inc.
0492551-7 Corporation Active 14160 Newbrook Dr. Suite 229 Chantilly, VA 20151
ENG 0407003733 12-31-2015
DMY Engineering Consultants, Inc.
0768895-5 Corporation Active 45662 Terminal Drive Suite 110 Dulles, VA 20166
ENG 0407005631 12-31-2015
EEE Consulting, Inc. 0504941-6 Corporation Active 8525 Bell Creek Road Mechanicsville, VA 23116
ENG 0407003798 12-31-2015
Athavale, Lystad & Associates, Inc.
F060584-2 Corporation Active 8180 Greensboro Dr. Suite 550 McLean, VA 22102
ENG 0407002804 12-31-2015
Attachment 4.2.5 SCC Registrations
SCCon
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CISM0180 CORPORATE DATA INQUIRY 14:43:16
CORP ID: F048224 - 2 STATUS: 00 ACTIVE STATUS DATE: 05/22/85
CORP NAME: DAY CO., INC., FRANCIS O.
DATE OF CERTIFICATE: 05/23/1985 PERIOD OF DURATION: INDUSTRY CODE: 00
STATE OF INCORPORATION: MD MARYLAND STOCK INDICATOR: S STOCK
MERGER IND: S SURVIVOR CONVERSION/DOMESTICATION IND:
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: MON NO: MON STATUS: MONITOR DTE:
R/A NAME: TRAC - THE REGISTERED AGENT COMPANY
STREET: 201 N. UNION STREET AR RTN MAIL:
SUITE 230
CITY: ALEXANDRIA STATE : VA ZIP: 22314
R/A STATUS: 5 B.E. AUTH IN VI EFF. DATE: 01/08/14 LOC 200
ACCEPTED AR#: 213 07 7551 DATE: 04/30/13 ALEXANDRIA CITY
CURRENT AR#: 213 07 7551 DATE: 04/30/13 STATUS: A ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
13 100.00 1,500
:
Page 1 of 1
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02/24/14
CISM0180 CORPORATE DATA INQUIRY 09:58:04
CORP ID: F149901 - 3 STATUS: 00 ACTIVE STATUS DATE: 10/17/06
CORP NAME: Johnson, Mirmiran & Thompson, Inc.
DATE OF CERTIFICATE: 10/17/2006 PERIOD OF DURATION: INDUSTRY CODE: 70
STATE OF INCORPORATION: MD MARYLAND STOCK INDICATOR: S STOCK
MERGER IND: CONVERSION/DOMESTICATION IND:
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: 50.00 MON NO: MON STATUS: MONITOR DTE:
R/A NAME: ROBERT GALLAGHER
STREET: 9201 ARBORETUM PKY STE 140 AR RTN MAIL:
CITY: RICHMOND STATE : VA ZIP: 23236
R/A STATUS: 2 OFFICER EFF. DATE: 09/06/07 LOC 120
ACCEPTED AR#: 213 56 5183 DATE: 02/20/14 CHESTERFIELD CO
CURRENT AR#: 213 56 5183 DATE: 02/20/14 STATUS: A ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
13 100.00 1,000
:
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03/12/14
CISM0180 CORPORATE DATA INQUIRY 17:07:22
CORP ID: 0492551 - 7 STATUS: 00 ACTIVE STATUS DATE: 12/01/08
CORP NAME: QUINN CONSULTING SERVICES INCORPORATED
DATE OF CERTIFICATE: 10/24/1997 PERIOD OF DURATION: INDUSTRY CODE: 00
STATE OF INCORPORATION: VA VIRGINIA STOCK INDICATOR: S STOCK
MERGER IND: S SURVIVOR CONVERSION/DOMESTICATION IND:
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: 50.00 MON NO: MON STATUS: MONITOR DTE:
R/A NAME: JOHN H QUINN JR
STREET: 2208 S KNOLL ST AR RTN MAIL:
CITY: ARLINGTON STATE : VA ZIP: 22202 2134
R/A STATUS: 4 ATTORNEY EFF. DATE: 10/24/97 LOC 106
ACCEPTED AR#: 213 12 8953 DATE: 08/21/13 ARLINGTON COUNT
CURRENT AR#: 213 12 8953 DATE: 08/21/13 STATUS: A ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
13 100.00 5,000
:
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SCCon
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CISM0180 CORPORATE DATA INQUIRY 21:06:08
CORP ID: 0768895 - 5 STATUS: 00 ACTIVE STATUS DATE: 09/06/13
CORP NAME: DMY ENGINEERING CONSULTANTS INC.
DATE OF CERTIFICATE: 09/06/2013 PERIOD OF DURATION: INDUSTRY CODE: 00
STATE OF INCORPORATION: VA VIRGINIA STOCK INDICATOR: S STOCK
MERGER IND: CONVERSION/DOMESTICATION IND: Y
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: 50.00 MON NO: MON STATUS: MONITOR DTE:
R/A NAME: WEIYI MA
STREET: 45662 TERMINAL DRIVE AR RTN MAIL:
SUITE 110
CITY: DULLES STATE : VA ZIP: 20166
R/A STATUS: 1 DIRECTOR EFF. DATE: 09/06/13 LOC 153
ACCEPTED AR#: 000 00 0000 DATE: LOUDOUN COUNTY
CURRENT AR#: 000 00 0000 DATE: STATUS: ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
00 10,000
:
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CISM0180 CORPORATE DATA INQUIRY 21:05:23
CORP ID: 0504941 - 6 STATUS: 00 ACTIVE STATUS DATE: 08/04/04
CORP NAME: EEE CONSULTING, INC.
DATE OF CERTIFICATE: 06/23/1998 PERIOD OF DURATION: INDUSTRY CODE: 00
STATE OF INCORPORATION: VA VIRGINIA STOCK INDICATOR: S STOCK
MERGER IND: CONVERSION/DOMESTICATION IND:
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: 700.00 MON NO: MON STATUS: MONITOR DTE:
R/A NAME: CT CORPORATION SYSTEM
STREET: 4701 COX ROAD, SUITE 285 AR RTN MAIL:
CITY: GLEN ALLEN STATE : VA ZIP: 23060
R/A STATUS: 5 B.E. AUTH IN VI EFF. DATE: 10/04/13 LOC 143
ACCEPTED AR#: 213 52 4464 DATE: 05/24/13 HENRICO COUNTY
CURRENT AR#: 213 52 4464 DATE: 05/24/13 STATUS: A ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
13 100.00 333,000
:
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CORP ID: F060584 - 2 STATUS: 00 ACTIVE STATUS DATE: 03/02/89
CORP NAME: ATHAVALE, LYSTAD & ASSOCIATES, INC.
DATE OF CERTIFICATE: 03/02/1989 PERIOD OF DURATION: INDUSTRY CODE: 00
STATE OF INCORPORATION: MD MARYLAND STOCK INDICATOR: S STOCK
MERGER IND: CONVERSION/DOMESTICATION IND:
GOOD STANDING IND: Y MONITOR INDICATOR:
CHARTER FEE: MON NO: MON STATUS: MONITOR DTE:
R/A NAME: REES BROOME, PC
STREET: 1900 GALLOWS RD STE 700 AR RTN MAIL:
CITY: TYSONS CORNER STATE : VA ZIP: 22182
R/A STATUS: 5 B.E. AUTH IN VI EFF. DATE: 09/01/12 LOC 129
ACCEPTED AR#: 214 03 4212 DATE: 02/06/14 FAIRFAX COUNTY
CURRENT AR#: 214 03 4212 DATE: 02/06/14 STATUS: A ASSESSMENT INDICATOR: 0
YEAR FEES PENALTY INTEREST TAXES BALANCE TOTAL SHARES
14 100.00 1,000
:
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Attachment 4.2.5 DPOR Licenses
Lead Contractor and Designer Work History Forms
Attachment 4.2.6
4.2.6 Lead Contractor and Designer W
ork History Forms
Attachment 4.2.6(a) Lead Contractor Work History Forms
ATTACHMENT 4.2.6(a)
LEAD CONTRACTOR - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
a. Project Name & Location b. Name of the prime design consulting firm responsible for the overall project design.
c. Contact information of the Client or Owner and their Project Manager who can verify Firm’s responsibilities.
d. Contract Completion Date (Original)
e. Contract Completion Date (Actual or Estimated)
f. Contract Value (in thousands) g. Dollar Value of Work Performed by the Firm identified as the Lead Contractor for this procurement.(in thousands)
Original Contract Value
Final or Estimated Contract Value
Name: I-270 West Spur at Democracy Boulevard and Westlake Terrace Location: Montgomery County, MD
Name: The Wilson T. Ballard Company
Name of Client/Owner: Maryland State Highway Admin. District 3 Phone: 301.513.7300 Project Manager: Darrell Mobley (currently Director of Prince George’s County DPW&T) Phone: 301.883.5600 Email: dbmobley@co.pg.md.us
September 2003 (Original)
November 2004 (Actual)
MSHA issued Extra Work Order for
additional 414 days
$17,023 Contract Value
(Original)
$18,096 Contract Value
(Final)
$9, 469 Construction
Fee
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. Lead Contractor
Francis O. Day Co., Inc. (F.O. Day) was the low bidder on this project in January 2001, and work commenced on July 9, 2001. This interstate paving project located in an urban area involved:
o Maintenance of traffic; o Reconstruction of the Democracy Boulevard bridge over I-270 under traffic; o Construction of a new HOV bridge; o Widening of the existing Westlake Terrace Bridge; o Installation of concrete barrier wall, retaining walls; o Construction of a new noise wall; o Temporary under-pinning for pier cap repairs; o Reconstruction of existing ramp interchange at I-270 and Democracy Boulevard; o Construction of new ramps from Democracy Boulevard to I-270; o Storm drain; o Asphalt paving; o Signalization installations; o Permanent signage (includes overhead and cantilever signs); o Construction of traffic barrier W-beam; and o Final pavement markings.
The reconstruction of the Democracy Boulevard bridge occurred under traffic in phases. The entire existing bridge was removed and replaced with new construction. The traffic was controlled via bolting down single face temporary barrier wall for each phase. The newly constructed HOV Bridge was constructed via placing temporary barrier wall on both sides of I-270 with ingress/egress points created. This bridge had four piers and tied in to the existing Westlake Terrace Bridge. The Westlake Terrace Bridge was widened one lane under traffic as well. I-270 was improved and overlaid with various HMA mixes as well.
SIMILAR SCOPE ACTIVITIES ITS Devices/Systems (DMS, CCTV,
Vehicle Detection, RWIS) Electrical, Communications and Fiber
Optic Conduit, Wiring and Hook-ups Configuring, Integrating and Testing New
ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Drainage, E&S Control and SWM Concrete Barrier and Pier Protection Maintenance of Traffic Inspection, Testing, QA and QC PROJECT HIGHLIGHTS Completed project on time within Owner
adjusted time frame
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. An interstate paving project
with a min. contract value of $10M.
2. An interstate paving project located in urban area with a min. contract value of $15M.
ATTACHMENT 4.2.6(a)
LEAD CONTRACTOR - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
a. Project Name & Location b. Name of the prime design consulting firm responsible for the overall project design.
c. Contact information of the Client or Owner and their Project Manager who can verify Firm’s responsibilities.
d. Contract Completion Date (Original)
e. Contract Completion Date (Actual or Estimated)
f. Contract Value (in thousands) g. Dollar Value of Work Performed by the Firm identified as the Lead Contractor for this procurement.(in thousands)
Original Contract Value
Final or Estimated Contract Value
Name: MD 650 (New Hampshire Avenue) from MD 212 (Powder Mill Road) to North of U.S. 29 Location: Montgomery County, MD
Name: Jacobs Civil, Inc.
Name of Client/Owner: Maryland State Highway Admin. District 3 Phone: 301.513.7300 Project Manager: Neil Haines (currently Resident Construction Engineer, Office of Construction) Phone: 443.572.5233 Email: nhaines@sha.state.md.us
March 2006 (Original)
Jan 2006 (Actual)
Substantial Completion
$9,597 Contract Value
(Original)
$10,901 Contract Value
(Final)
$6,741 Construction
Fee
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. Lead Contractor
Francis O. Day Co., Inc. (F.O. Day) was the low bidder on this unique project as it provided the infrastructure for the new Food and Drug Administration (FDA) White Oak Campus. This major arterial paving project in an urban area included the widening of MD 650 (New Hampshire Avenue) from MD 212 (Powder Mill Road) to north of U.S. 29 for a total length of 2.058 miles just outside the I-495 (Capital Beltway). Construction services on this project included:
Construction of three 11-foot through lanes southbound; Four 11-foot through lanes northbound; 5-foot bike lanes in each direction, curb and gutter both sides; 5-foot sidewalk on both sides; 8-foot bike trail along part of northbound side; Retaining walls at the Shopping Center which included a brick form liner with stain applied; Widening of Lockwood Drive (east and west) including sidewalk and bike path construction; Widening of eastbound Powder Mill Road; Widening and removal of all ramps between MD 650 and U.S. 29; Improvements to Shopping Center parking lot; Stormwater management including newly constructed two SWM Ponds; and Grading and drainage improvements for all phases, permanent signs, pavement markings, and permanent signalization at five different
intersections. Through the course of the project, F.O. Day encountered an unknown tie-back system. F.O. Day worked aggressively with the MSHA to restore the structural integrity of the tie-back system and through redesign and construction, while significantly mitigating the impact to MSHA. This project also included numerous permanent utility relocations that required extensive coordination with the utility companies and F.O. Day, along MD 650. The paving on the project consisted of !3,608 TN of 12.5 MM HMA, 9,036 TN of 25 MM HMA, 4,497 TN of 19 MM HMA, and 4,077 TN of 9.5 MM for Wege/Leveling. The Project also required 91,544 SY of Grinding of existing asphalt. F.O. Day completed the Lockwood Drive portion of this project ahead of schedule at the acceptance of MSHA, based on the incentive program established.
SIMILAR SCOPE ACTIVITIES ITS Devices/Systems (DMS, CCTV, Vehicle Detection, RWIS) Electrical, Communications and Fiber
Optic Conduit, Wiring and Hook-ups Configuring, Integrating and Testing New
ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Drainage, E&S Control and SWM Maintenance of Traffic Inspection, Testing, QA and QC Retaining Wall PROJECT HIGHLIGHTS Nominated for an MdQI Partnering
Award. Completed a portion ahead of schedule,
which was key to the opening of FDA’s White Oak Campus.
Completed the contract within the allotted Contract time of 450 Working Days
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. A major arterial paving
project with a min. contract value of $10M.
ATTACHMENT 4.2.6(a)
LEAD CONTRACTOR - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
a. Project Name & Location b. Name of the prime design
consulting firm responsible for the overall project design.
c. Contact information of the Client or Owner and their Project Manager who can verify Firm’s responsibilities.
d. Contract Completion Date (Original)
e. Contract Completion Date (Actual or Estimated)
f. Contract Value (in thousands) g. Dollar Value of Work Performed by the Firm identified as the Lead Contractor for this procurement.(in thousands)
Original Contract Value
Final or Estimated Contract Value
Name: I-270 from North of MD 189 (Falls Road) to Muddy Branch Road Location: Montgomery County, MD
Name: Maryland State Highway Administration
Name of Client/Owner: Maryland State Highway Admin. District 3 Phone: 301.513.7300 Project Manager: Brian Young (currently District Engineer) Phone: 301.513.7300 Email: byoung@sha.state.md.us
December 2007 (Original)
November 2007 (Actual)
$9,910 Contract Value
(Original)
$10,133 Contract Value
(Final)
$6,753 Construction
Fee
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. Lead Contractor
Francis O. Day Co., Inc. (F.O. Day) was the low bidder on this project in February 2007, and work commenced on April 23, 2007. This interstate paving project in an urban area involved the resurfacing and safety improvements on I-270 from 1,000 feet north of MD 189 (Falls Road) to Muddy Branch Road. The work consisted of:
o Maintenance of traffic; o Patching; o 686,630 SY of grinding; o 80,745 Tons of gap graded resurfacing; o ADA ramps; and o Traffic barrier W-beam.
The maintenance of traffic included major detours at each interchange, resulting in numerous temporary signs and Variable Message Signs. The sidewalk ramp works were per ADA requirements. All storm drain located within the project limits was cleaned out and flushed. The majority of the permanent striping consisted of Preformed Patterned markings applied during surface paving operations, and all other was Thermoplastic. The Traffic Barrier W-Beam works consisted of special ‘Brown Polyester Coating’ applied prior to shipping. A ‘Road Weather Information Sensor Station’ was installed with detection loops for indicators as well.
SIMILAR SCOPE ACTIVITIES ITS Devices/Systems (DMS, CCTV,
Vehicle Detection, RWIS) Electrical, Communications and Fiber
Optic Conduit, Wiring and Hook-ups Configuring, Integrating and Testing New
ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Drainage, E&S Control and SWM Concrete Barrier and Pier Protection Maintenance of Traffic Inspection, Testing, QA and QC PROJECT HIGHLIGHTS Complete ahead of schedule.
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. An interstate paving project
with a min. contract value of $10M.
Attachment 4.2.6(b) Lead Designer Work History Forms
ATTACHMENT 4.2.6(b)
LEAD DESIGNER - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
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 Completion Date (Original)
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-95/I-695 Interchange (Section 100) Preliminary and Final Design Location: Baltimore/Balt. Co., MD
Name: G.A. & F.C. Wagman, Inc. / McLean Contracting Company A Joint Venture
Name of Client: Maryland Transportation Authority Phone: 410.931.0110 x251 Project Manager: David Labella, P.E. Phone: 410.931.0110 x251 Email: dlabella@mdta.state.md.us
April 2011 (Original)
April 2011 (Actual)
$450,000 Contract Value
(Original)
$450,000 Contract Value
(Actual)
$26,000 Design
Fee
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. Prime Designer
Design Work Performed at: Sparks, MD (Corporate); Herndon, VA; and York, PA
Developed the planning and preliminary design for Section 100 of the I-95 Express Toll Lane project and final design on the I-95/I-695 Interchange. This $1B project involved complete replacement of three (3) major interchanges and mainline interstate design which implemented the latest technologies in Traffic and ITS Management. Section 100 is the first project within Maryland to implement both general purpose lanes and managed lanes in the same facility. Preliminary and final design services included: Traffic/ITS/Lighting - Designed the communications system for the toll facility as well as field equipment locations used for overall traffic
management purposes. The systems included CCTV surveillance, Remote Weather Information Systems, Highway Advisory Radio, vehicle detection and classification and DMS systems were all included in the design. Interim plans used wireless communications to existing and temporary field devices were developed. Special provisions for all of the specialized ITS equipment were researched, developed and finalized for this project and for use with the adjacent projects. Responsible for electrical design drawings, specifications; voltage drop and computer lighting calculations; and coordination with utilities agencies. This project consisted of High Mast Lighting and Conventional Lighting design in accordance with MDOT/AASHTO requirements. Power distribution and branch circuit designs for both lighting and ITS elements were developed. Performed capacity and operational analyses, design of MOT plans, signing, pavement marking plans, and evaluated constructability issues. The signing plans included new guide signing on the I-95 and I-695 approaches to the interchange including the use of overhead sign structures.
Highway Design - The preliminary design included developing and analyzing multiple concepts for General Purpose and Managed Lanes for I-95’s mainline. In addition, JMT evaluated multiple line and grade options for the I-695 MD 43, and I-895 interchanges. One of the unique challenges was the re-design of the existing “double-braided” directional I-695 interchange to a fully directional multilevel design serving both the Express Toll Lanes and the General Purpose lanes of I-95. The preliminary design encompassed an array of design elements i.e. horizontal and vertical alignment, typical sections, developing and reviewing design standards, minimizing impacts to the existing ROW and utilities. Final design included (11) lane-miles of I-95, (12) lane-miles of I-695, (1) lane-mile of local roads and (16) lane-miles of ramps.
Structural Engineering - Prepared preliminary layouts of bridge structures in a complex network of multilevel interchange design at the MD 43, I-695 & I-895 interchanges that involved many elevated structures for the directional ramps. The preliminary structural design work included superstructure types, span arrangements, pier location and sizes and phased construction. Prepared final design plans for (22) bridges, (38) retaining walls, (7) noise barriers and (5) culverts at the I-95/I-695 interchange.
Additional Services - Wetland and forest delineation, coordination with environmental agencies (MDE, USACOE, MHT, etc.), permitting requirements, drainage and SWM, utility coordination and relocations, H/H analyses and an extensive public involvement and interagency coordination. JMT used focus group meetings with agencies and communities to establish the Purpose and Need, ARDS document and FONSI. Brochures, displays and material for the I-95 Section 100 website were prepared. All design was performed using GEOPAK and MicroStation, in accordance with MDTA, AASHTO and MSHA guidelines.
This project received the ACEC/MD Honor Award for Studies, Research & Consulting Engineering Services; the Mid-Atlantic Award of Merit; the ACI/MD Excellence in Concrete Award; National Partnership for Highway Quality Award; and the MdQI Award of Excellence (Partnering Silver).
SIMILAR SCOPE ACTIVITIES ITS Devices/Systems (DMS, CCTV,
Vehicle Detection, RWIS) Electrical, Communications and Fiber
Optic Conduit, Wiring and Hook-ups Configuring, Integrating and Testing New
ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Drainage, E&S Control and SWM Concrete Barrier and Pier Protection Maintenance of Traffic Inspection, Testing, QA and QC PROJECT HIGHLIGHTS First highway project in MD to implement
general purpose lanes and express toll lanes together in the same facility.
Implemented the latest technologies in Traffic and ITS Management.
Led the design of improvements to several miles of I-95.
Complete realignment of the I-95/I-695 interchange.
JMT fast tracked the design in 10 months.
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. An interstate project located
in an urban area with a min. constr. value of $15M.
2. An ITS highway project with a min. constr. Value of $2M.
ATTACHMENT 4.2.6(b)
LEAD DESIGNER - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
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 Completion Date (Original)
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: MD 200 Intercounty Connector (ICC) Contract C (Design-Build) Location: Montgomery and Prince George’s Counties, MD
Name: ICC Constructors (IC3) - Shirley Contracting Company, LLC - Clark Construction Group, LLC - Trumbull Corporation - Atkinson Construction Co., LLC - Facchina Construction Co., Inc. - Dewberry & Davis, LLC
Name of Client: Maryland State Highway Admin. Phone: 410.545.0400 Project Manager: Melinda Peters (Currently MSHA Administrator) Phone: 410.545.0400 Email: mpeters@sha.state.md.us
November 2011 (Original)
November 2011 (Actual)
$513,900 Contract Value
(Original)
$513,900 Contract Value
(Actual)
$7,077 Design
Fee
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. Prime Designer
Design Work Performed at: Sparks, MD (Corporate) and Herndon, VA
This project, one of the largest Design-Build contracts in Maryland, included 3.8 miles of new roadway, MD 200, to accommodate three highway lanes in each direction from west of U.S. 29 to east of I-95. Three new interchanges were designed at MD 200/US 29, MD 200/Briggs Chaney Road, and MD 200/I-95. The work also included the reconstruction and widening of 1.3 miles of U.S. 29 from south of Briggs Chaney Road to south of Fairland Road and the reconstruction of 1.9 miles of C-D roads along I-95 from south of MD 198 to north of MD 212. JMT as a subconsultant to the IC3 was the Lead ITS/Electronic Toll Collection (ETC) Engineer and Structural Engineer in addition to support water resources design. Traffic/ITS/Lighting - Led the design of the ETC and the traffic management systems for Contract C. The system included CCTV surveillance,
Dynamic Message Signs, vehicle detection systems, toll rate information signs, ETC toll gantries and the communication systems required to connect the field equipment to the central operations center. This project required constant coordination with utility companies. The design accommodates future improvements within the project limits, including several interchanges, light rail in the U.S. 29 median and electronic toll lanes in the I-95 median. Documents were in accordance with AASHTO, FHWA, MSHA and MDTA policies and coordinated to ensure compatibility and consistency with the overall ICC toll system. Also provided lighting design for the entire project. Both the U.S. 29 and Briggs Chaney Rd. Interchanges were designed for low level lighting using standard, decorative poles and fixtures. Along I-95, high mast lighting was utilized consistent with other areas of I-95. The work also included design of the power supply system for all lighting, toll gantries and signing.
Structural Engineering - The design of over 50 structures, including bridges, culverts, retaining walls and noise barriers, was led by JMT. This work included the design of toll gantries, sign structures and high mast light poles, coordination of four design consultants as well as the liaison between the design team and MSHA, MDTA and the contractor. JMT’s design work included 6 bridges, 3 noise barriers and 14 retaining walls. The bridges included both steel girder and concrete beam superstructures ranging from a 75 foot simple span to a 5-span 1,218 foot curved girder structure. Multiple plan packages were provided to facilitate early construction activities such as pier footings and ordering of long lead items such as structural steel. The bridges, retaining walls and noise barriers included many different aesthetic features unique to the project.
Water Resources - Provided H/H studies, analysis and design; open/closed storm drain design; SWM and ESC analysis, computation and design; H/H, SWM and ESC plans, reports and permits; and consultation during construction for the MD 200 mainline. The SWM and ESC plans were developed to allow multiple phases to reduce areas of earth disturbance while allowing the contractor to meet his schedule of activities throughout the project limits. The ESC plans were coordinated with the MOT plans and utility relocations to facilitate construction activities. Provided detailed H/H design and scour analysis for Little Paint Branch, an environmentally sensitive stream. Performed H/H design for a temporary bridge crossing to be used as part of a haul road during construction. Coordinated the designs with the MSHA, the ICC Project Team and the Maryland Department of the Environment (MDE) and performed much of the design at the “Hub Office” facilitating the “over the shoulder” review process. JMT obtained MDE permits and approvals from the MDE for the stream crossings, ESC and SWM.
SIMILAR SCOPE ACTIVITIES Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Overhead Lane Control System ITS Devices/Systems (DMS, CCTV,
Detection, Video Analytics & Lane Control)
Electrical, Communications and Fiber Optic Conduit, Wiring and Hook-ups
Configuring, Integrating and Testing New ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Drainage, E&S Control and SWM Concrete Barrier and Pier Protection Maintenance of Traffic Inspection, Testing, QA and QC PROJECT HIGHLIGHTS One of the largest D-B projects in MD. Approx.3.8 miles of new six-lane highway. State-of-the-art electronic toll collection
system and traffic management system. Design of over 50 structures (toll gantries,
sign structures and high mast light poles).
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. A major arterial project
located in an urban area with a min. constr. value of $15M.
2. An ITS highway project with a min. constr. Value of $2M.
ATTACHMENT 4.2.6(b)
LEAD DESIGNER - WORK HISTORY FORM
(LIMIT 1 PAGE PER PROJECT)
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 Completion Date (Original)
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: Fairfax County Parkway Extension Phases I/II and IV (Design-Build) Location: Springfield, VA
Name: Cherry Hill Construction, Inc.
Name of Client: Federal Highway Administration Eastern Federal Lands Highway Div. Phone: 703.404.6302 Project Manager: Robert Morris
Phone: 703.404.6302 Email: robert.morris@dot.gov
Phases I/II December 2010
(Original)
Phase IV July 2011 (Original)
Phases I/II September 2010
(Actual)
Phase IV July 2011 (Actual)
$73,756 Contract Value
(Excluded Owners Option #3 and
Phase IV)
$112,416 Contract Value
(Actual) Increase due to be awarded
Phase IV
$11,538 Design
Fee
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. Prime Designer
Design Work Performed at: Sparks, MD (Corporate); Herndon and Richmond, VA
The EFLHD, as the representative for VDOT/U.S. Army Garrison Fort Belvoir /Fairfax County, selected the Design-Build Team that included Cherry Hill Construction as the Contract and JMT as the Lead Designer, for this $112M D-B project. The 4-lane divided limited access highway completed the missing connection of FCP to I-95 and provides critical access to the National Geospatial-Intelligence Agency’s (NGA) facility at Fort Belvoir EPG. To meet the requirements of BRAC the FCP project had an extremely aggressive schedule of 750 calendar days to design, permit, relocate utilities, and construct the parkway. The design team initiated design upon notice of award beginning in October 2008 and delivered approval for construction plans that allowed constr. of the western end (west of Accotink Creek) of the project to commence in April 2009. Full plan approval for the remainder of the contract was received in August 2009, approximately 3 months ahead of schedule. This accelerated design schedule allowed earlier construction starts that enabled the opening of Phases I/II in Sept. 2010, nearly a month ahead of scheduled. Traffic/ITS/Lighting - JMT’s Lead Traffic/ITS engineer Randy Boice, PE, originally designed the ITS communication backbone through the
project area around the I-95 ramps. This knowledge allowed JMT to design around the backbone such that there was absolutely no disturbance to the I-95 traffic management system during construction. Other responsibilities included the signing and pavement marking design for the mainline, side streets and ramps; traffic analysis; signal designs for 6 intersections; and roadway lighting (full and partial interchange and crossroad lighting) design. Corridors with new signals were modeled and optimized. CORSIM, VISSIM and Synchro were all used in the design development and corridor optimization.
Design - The design included a new interchange at FCP and Barta Rd. for access to West North Loop Rd. (NGA interior roadway network) within the new NGA facility. Extensive design collaboration/coordination with the U.S. Army for this access point was required and included coordination for UXO clearing, security lighting, overheight vehicle detection, geometry/utility connections. A majority of this roadway was located on the southern portion of the EPG. Environmental challenges were further complicated by the fast-track schedule, involvement of multiple stakeholders, and complex environmental and regulatory issues. Design services included a comprehensive investigation of the nature and extent of the contamination on several of these areas, including groundwater modeling to evaluate the impact of construction on the fate and transport of multiple contaminated groundwater plumes. The project also included widening of I-95 to accommodate a new exit lane designed as a certified Defense Access Rd. that provides direct access to the NGA. JMT completed the Base Option and Options 1-3 including Phase IV. Phase IV was completed in July 2011 and provides access to N.B. FCP from Boudinot Dr. by extending Boudinot Dr. beneath the FCP and constructing Loop B. Phase IV also provided a connection from FCP N.B. to Boudinot Dr. via Ramp B; and access from S.B. FCP to Boudinot Dr. via Ramp D and a new bridge crossing Accotink Creek
Key staff members received “Star Partner” awards for their exceptional dedication, teamwork, and professionalism in support of the project's goals by the NGA. The President of the U.S. made two visits to the project, initially to indicate the importance of the project to the NOVA roadway network, and secondly for Phase IV, which was heralded for the project's timely and effective use of ARRA funds.
SIMILAR SCOPE ACTIVITIES Surveying Asphalt Paving Underlying concrete joint repairs Signing and Striping Overhead Sign Structures/Lighting Dynamic Message Signs Overhead Lane Control System ITS Devices/Systems (DMS, CCTV,
Detection, Video Analytics & Lane Control)
Electrical, Communications and Fiber Optic Conduit, Wiring and Hook-ups
Configuring, Integrating and Testing New ATM Field Devices for Proper Operation and Control
Field Support for System Software Integration and Testing Drainage, E&S Control and SWM Concrete Barrier and Pier Protection Maintenance of Traffic Inspection, Testing, QA and QC PROJECT HIGHLIGHTS Completed a vital link to I-95 in NOVA. The project was recognized by DBIA
National & Mid-Atlantic Region, ACEC/VA, ACEC/MD, ACEC/MW and VTCA
Project finished a month ahead of schedule with an extremely aggressive schedule.
This project fulfills RFP/ Addendum#1 requirements 4.2.6 for a project completed constr. within the last fifteen (15) years. In addition this project meets the requirements for: 1. A major arterial project
located in an urban area with a min. constr. value of $15M.
Conceptual Roadway PlansAttachment 4.2.7
4.2.7 Conceptual Roadway Plans
DHV
V (MPH)
REVISED
STATE LINE
CITY,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
CONVENTIONAL SIGNS
30
30
+50
DATUM LINE
DATUM LINE
173
175
T/Tg
E
6" W
8" S
4" G
PLPL
DEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE OF PROPOSED
STATE HIGHWAY
SCALE
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
D (%) (design hour)
T (%) (design hour)
1
WHERE OTHERWISE NOTED.
THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL
SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.
ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,
IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.
ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT.
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
FOR SECTION NUMBERS)
(SEE TABULATION BELOW
STATE
PROJECT
NO.
SECTIONEQUALITIES
FEET
LENGTH INCLUDINGFEDERAL AID
PROJECT NO.FEET FEETMILES MILES
LENGTH EXCLUDINGTYPE
PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE
CODE
UPC
NO.
BRIDGE
PROJECT
NO.
Project Lengths are based on Construction Baseline.
AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO
AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC
PDF VERSION OF THE PLAN ASSEMBLY.
THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS
DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD
COUNTY LINE
Cell Revised 12/11/12
GEOPAK Computer Identification No. 105130
DESIGN PACKAGE (GEOPAK).
THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING
800'0' 1600'
FAIRFAX COUNTY
70 MPH
Fairfax County Population 1,109,725 (2012 Census)
INTERSTATE 495
TO MARYLA
ND
TO TYSONS CORNER
S
TA. 2
11+8
2.4
2E
ND
PR
OJE
CT
WIDENED IN ACCORDANCE WITH STANDARD TC 5.11R, EXCEPT
GW
PA
RK
WA
Y
STATEFEDERAL AID STATE
PROJECT PROJECTROUTE
VA.
PROJECT SHEET NO.
VIRGINIA
SIC SEMPER TYRANNIS
SHEET
NO.
COMMONWEALTH OF VIRGINIA
Copyright 2014, Commonwealth of Virginia
JMT_d10513001.dgn
Plotted By: COLLINS
12:17:51 PM
JMT_d10513001.dgn
1P
ROJE
CT
MA
NA
GE
R
SU
RV
EY
ED
BY,
DA
TE
DE
SIG
N
BY
SU
BS
UR
FA
CE
UTILIT
Y
BY,
DA
TE
S
TA. 115
+75.0
0B
EGIN P
ROJE
CT
495STP-495-5(094)
I-495 NORTHERN SECTION SHOULDER USE PROJECT
0495-029-123
P101, C501PROJECT #0495-029-123
P-101
C-501
PENGSTP-495-5(094)
STP-495-5(094)
105130
105130F000
1.82 1.82 PRELIM. ENG.
CONSTRUCTION1.82 1.82
--- ---
--- ---
(FO) 0495-029-123 FHWA 534 DATA 4A144
ADT (2013)
Whit
man Requardt
&
Associates (7
03) 293-9
717
04
95-029-123
FROM: SOUTH OF OLD DOMINION DRIVE
FROM: SOUTH OF OLD DOMINION DR
FROM: SOUTH OF OLD DOMINION DR
FR: SOUTH OF OLD DOMINION DRIVE
VD
OT
TO: GEORGE WASHINGTON MEMORIAL PARKWAY
TO: GW MEMORIAL PARKWAY
TO: GW MEMORIAL PARKWAY
TO: GEORGE WASHINGTON MEMORIAL PARKWAY
RIGHT OF WAY
PERFORMED WITHIN EXISTING
ALL CONSTRUCTION IS TO BE
Sta. to Sta. Approval DateReasons for Exception
Sta. to Sta. Shoulder Width Approval DateReasons for Exception
Sta. to Sta. Approval DateReasons for Exception
Sta. 122+00 to Sta. 207+00
Sta. 122+00 to Sta. 207+00
Sta. 150+00 to
Sta. 207+00
ADT (2035)
100%
4.3%
TIER 2 PROJECT
RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
APPROVED FOR CONSTRUCTION
APPROVED
DATE
DATE
DATE
DATE
DATE DIVISION ADMINISTRATOR
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
STATE LOCATION AND DESIGN ENGINEER
PROGRAMMING DIVISION DIRECTOR
CHIEF ENGINEER
DATE STATE STRUCTURE AND BRIDGE ENGINEER
CHIEF OF PROGRAMMING AND PLANNING
during Peak HoursShoulder Use Lane
DESIGN EXCEPTIONS TO INTERSTATE 495
Paul
Nis
him
oto (5
71) 4
83-2
622
100 110 12
0
130
140
150
160
170 18
0
190
200
210
220
PC
PT
PC
GE
OR
GE
TO
WN PIK
E
OL
D
DO
MIN
ON
DRIV
E
PT P
C
PT
PC
PT
PC
PT
I-495 NORTHBOUND (GS-5) - LEVEL
REDUCED NORTHBOUND LANE AND SHOULDER WIDTHS
INSIDE SHOULDER WIDTH SOUTHBOUND AT SIGN STRUCTURES
USE, OUTSIDE AND AUXILIARY LANES
HORIZONTAL SIGHT DISTANCE NORTHBOUND INSIDE SHOULDER
Widths
Barrier modification forsign structures
Varies 6'-8'
Varies 0.5'-12'Provide width for
Shoulder Use Lane
Sight Distance
495' & 645'
109,000 (ONE WAY)
177,400 (ONE WAY)
11,000 (ONE WAY)
INDEX OF SHEETS
TITLE SHEET
PLAN SHEETS
1
DESCRIPTIONSHEET NO. STATIONS
3-10
1E(1) - 1E(5)
104+00 to 216+00
CONCEPT PLANSMARCH 12, 2014
CONSTRUCTION ALIGNMENT AND SUPERELEVATION DATA SHEETS
2A(1) - 2A(4) TYPICAL SECTIONS AND DETAILS
12(1) - 12(11) SIGNING AND ITS COMMUNICATION AND CONTROL PLANS
CONDUIT AND CABLE SCHEDULE12(O) - 12(OA)
Johnson, Mir
miran and Tho
mpson 703-4
64-7
369
ACHIEVED.
PROPOSED CLEARANCE WILL BE
REQUIRED TO DETERMINE HOW
BRIDGE UNDER CLEARANCE
FIELD SURVEY OF EXISTING
0
SCALE
100' 200'
MA
TC
H
LIN
E
ST
A. 13
0+0
0 S
EE
SH
EE
T 1E(2)
1E(1)
1E(1)
C1
C2
C2C1
STA. 115+75.00
BEGIN PROJECT 0495-029-123, P101, C501
LI-495 NORTHBOUND B
Curve NBB001
PI = 108+91.27
T = 891.27'
L = 1,782.31'
R = 46,043.27'
100+00.00PC =
PT = 117+82.31
Curve NBB002
PI = 131+87.79
T = 861.46'
L = 1,704.54'
R = 4,770.00'
123+26.33PC =
PT = 140+30.87
E = MATCH EXISTING E = 4.23%
V = 70 MPH
PC 10
0+0
0.0
0
100
105
110
115
PT 117
+82.3
1
120
PC 12
3+2
6.3
3
125
130
SUPERELEVATION DATA SHEETCONSTRUCTION ALIGNMENT AND
EXIS
TIN
GM
EE
T
EXIS
T.
ME
ET
2.0
0%
1.50
%
TO
2.0
0%
1.50
%
TO
3.0
0%
2.0
0%
TO
4.2
3%
4.2
3%
3.0
0%
2.0
0%
TO
EXIST.FROMTRANS.
EXIST.FROMTRANS.
AS PER TC 5.1
1R
TRANS. TO FULL S
UPERELEVATION
PER TC 5.11RFULL S
UPER.TRANS. TO
AS PER SHEETS 2A(2) AND 4ADJUST SUPERELEVATION
EXISTING BRIDGE UNDER CLEARANCEAS REQUIRED TO MAINTAINADJUST SUPERELEVATION
THRU LANESSUPERELEVATION
FULL
SHOULDER USE LANESUPERELEVATIONFULL
1.5% TO 2% THRU LANES
OVERLAY EXISTING CROSS SLOPE
2% TO 3% SHOULDER USE LA
NE
OVERLAY EXISTING CROSS SLOPE
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513001e(1).dgn
Plotted By: COLLINS10:28:02 AM
JMT_d10513001e(1).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
100' 200'
MA
TC
H
LIN
E
ST
A. 130+0
0 S
EE
SH
EE
T 1E(1)
1E(2)
1E(2)
C2
C2
C3
C3
MA
TC
H
LIN
E
ST
A. 16
0+0
0 S
EE
SH
EE
T 1E(3)
LI-495 NORTHBOUND B
Curve NBB002
PI = 131+87.79
T = 861.46'
L = 1,704.54'
R = 4,770.00'
123+26.33PC =
PT = 140+30.87
Curve NBB003
PI = 160+34.88
T = 1,163.27'
L = 2,283.06'
R = 4,830.00'
148+71.61PC =
PT = 171+54.66
E = 4.23% E = 4.18%
V = 70 MPH V = 70 MPH
130
135
140
PT 14
0+3
0.8
7
145
PC 14
8+7
1.61
150
155
160
4.2
3%
4.2
3%
2.0
0%
1.50
%
TO
PER TC 5.11R
FULL SUPER.
TRANS. FROM
3.0
0%
2.0
0%
TO
PER TC 5.11R
TRANS. FROM FULL SUPERELEVATION
2.0
0%
1.50
%
TO
4.18
%
AS PER TC 5.11R
TRANS. TO FULL SUPERELEVATION
3.0
0%
2.0
0%
TO
4.18
%
PER TC 5.11R
FULL SUPER.
TRANS. TO
SUPERELEVATION DATA SHEETCONSTRUCTION ALIGNMENT AND
THRU LANES
SUPERELEVATION
FULL
SHOULDER USE LANES
SUPERELEVATION
FULL
THRU LANES
SUPERELEVATION
FULL
SHOULDER USE LANE
SUPERELEVATION
FULL
THRU LANES
1.5% TO 2%
CROSS SLOPE
OVERLAY EXISTING
SHOULDER USE LANE
2% TO 3%
CROSS SLOPE
OVERLAY EXISTING
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513001e(2).dgn
Plotted By: COLLINS10:25:55 AM
JMT_d10513001e(2).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
100' 200'
MAT
CH
LIN
E
ST
A. 190+0
0 S
EE
SH
EE
T 1E(4)
1E(3)
1E(3)
C3MA
TC
H
LIN
E
ST
A. 16
0+0
0 S
EE
SH
EE
T 1E(2)
C3 C4
C4
LI-495 NORTHBOUND B
Curve NBB003
PI = 160+34.88
T = 1,163.27'
L = 2,283.06'
R = 4,830.00'
148+71.61PC =
PT = 171+54.66
Curve NBB004
PI = 186+04.22
T = 755.68'
L = 1,439.16'
R = 1,910.00'
178+48.54PC =
PT = 192+87.70
E = 4.18% E = 7.95%
V = 70 MPH V = 70 MPH
160
165
170
PT 17
1+54.6
6
175
PC 17
8+4
8.5
4
180
185
190
4.18
%
4.18
%
7.9
5%
7.9
5%
AS PER
TC 5.11R
TRANSITIO
N BETWEEN F
ULL SUPERELEVATI
ON
AS PER
TC 5.11R
TRANSITIO
N BETWEEN F
ULL SUPERELEVATI
ON
SUPERELEVATION DATA SHEETCONSTRUCTION ALIGNMENT AND
SHOULDER USE LANE
SUPERELEVATION
FULL
THRU LANES
SUPERELEVATION
FULL
SHOULDER USE LANESUPERELEVATION
FULL
THRU LANESSUPERELEVATIONFULL
TO REQUIREDCLEARANCE UNDER BRIDGETO INCREASE EXISTINGADJUST SUPERELEVATION
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513001e(3).dgn
Plotted By: COLLINS10:24:26 AM
JMT_d10513001e(3).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
100' 200'
MAT
CH
LIN
E
ST
A. 190+0
0 S
EE
SH
EE
T 1E(3)
1E(4)
1E(4)
C4
C5
MA
TC
H
LIN
E
ST
A. 2
20+0
0 S
EE
SH
EE
T 1E(5)
LI-495 NORTHBOUND B
Curve NBB004
PI = 186+04.22
T = 755.68'
L = 1,439.16'
R = 1,910.00'
178+48.54PC =
PT = 192+87.70
Curve NBB005
PI = 221+05.40
T = 922.98'
L = 1,724.11'
R = 1,950.00'
211+82.42PC =
PT = 229+06.54
C4
C5
STA. 211+82.42
END PROJECT 0495-029-123, P101, C501
E = MATCH EXISTINGE = 7.95%
V = 70 MPH V = 70 MPH
190
PT 19
2+8
7.70
195
200
205
210
PC 211+8
2.42
215
220
7.9
5%
7.9
5%
3.0
0%
2.0
0%
TO
AS PER TC 5.11R
TRANSITION FROM FULL SUPERELEVATION
2.00
%
1.50
%
TO
2.00
%
1.50
%
TO
EXIS
TIN
G
ME
ET
3.00
%
2.00
%
TO
EXIS
TIN
G
ME
ET
TO EXIST.
TRANSITION
TRANSITION TO EXISTING
AS PER TC 5.11R
TRANS. FROM FULL SUPER.
THRU LANES
FULL SUPERELEVATION
SUPERELEVATION DATA SHEETCONSTRUCTION ALIGNMENT ANDSHOULDER USE LANE
FULL SUPERELEVATION
1.5% TO 2% THRU LANES
OVERLAY EXISTING CROSS SLOPE
2% TO 3% SHOULDER USE LANE
OVERLAY EXISTING CROSS SLOPE
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513001e(4).dgn
Plotted By: COLLINS10:23:02 AM
JMT_d10513001e(4).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
100' 200'
1E(5)
1E(5)
C5
C5
MA
TC
H
LIN
E
ST
A. 2
20+0
0 S
EE
SH
EE
T 1E(4)
C5
LI-495 NORTHBOUND B
Curve NBB005
T = 922.98'
L = 1,724.11'
R = 1,950.00'
211+82.42PC =
PT = 229+06.54
E = MATCH EXISTING
V = 70 MPH
PI = 221+05.40
C4
C3
C2
C1
I-495 NORTHBOUND CONSTRUCTION BASELINE
220
225
PT 229+0
6.5
4
Ending chain 495REV2 description =============================================================================== Chord Bear = N 34° 53' 12.82" E Ahead = N 9° 33' 27.14" E Back = N 60° 12' 58.50" E C.C. N 476,706.88 E 3,654,476.66 P.T. Station 229+06.54 N 476,383.10 E 3,656,399.60 P.C. Station 211+82.42 N 475,014.46 E 3,655,445.28 Mid. Ord. = 187.47 Long Chord = 1,668.50 External = 207.41 Radius = 1,950.00 Length = 1,724.11 Tangent = 922.98 Degree = 2° 56' 17.68" Delta = 50° 39' 31.36" (LT) P.I. Station 221+05.40 N 475,472.93 E 3,656,246.35 Curve NBBO05 *----------* Curve Data Course from PT NBBO04 to PC NBBO05 N 60° 12' 58.50" E Dist 1,894.72 Chord Bear = N 38° 37' 49.58" E Ahead = N 60° 12' 58.50" E Back = N 17° 02' 40.66" E C.C. N 472,415.60 E 3,654,749.59 P.T. Station 192+87.70 N 474,073.30 E 3,653,800.84 P.C. Station 178+48.54 N 472,975.45 E 3,652,923.49 Mid. Ord. = 133.95 Long Chord = 1,405.36 External = 144.06 Radius = 1,910.00 Length = 1,439.16 Tangent = 755.68 Degree = 2° 59' 59.20" Delta = 43° 10' 17.84" (RT) P.I. Station 186+04.22 N 473,697.93 E 3,653,144.99 Curve NBBO04 *----------* Curve Data Course from PT NBBO03 to PC NBBO04 N 17° 02' 40.66" E Dist 693.88 Chord Bear = N 30° 35' 09.55" E Ahead = N 17° 02' 40.66" E Back = N 44° 07' 38.43" E C.C. N 473,727.80 E 3,648,102.25 P.T. Station 171+54.66 N 472,312.05 E 3,652,720.10 P.C. Station 148+71.61 N 470,364.89 E 3,651,569.20 Mid. Ord. = 134.27 Long Chord = 2,261.86 External = 138.11 Radius = 4,830.00 Length = 2,283.06 Tangent = 1,163.27 Degree = 1° 11' 10.49" Delta = 27° 04' 57.77" (LT) P.I. Station 160+34.88 N 471,199.88 E 3,652,379.13 Curve NBBO03 *----------* Curve Data Course from PT NBBO02 to PC NBBO03 N 44° 07' 38.43" E Dist 840.73 Chord Bear = N 33° 53' 24.43" E Ahead = N 44° 07' 38.43" E Back = N 23° 39' 10.44" E C.C. N 466,440.28 E 3,654,407.71 P.T. Station 140+30.87 N 469,761.41 E 3,650,983.83 P.C. Station 123+26.33 N 468,353.98 E 3,650,038.42 Mid. Ord. = 75.94 Long Chord = 1,695.49 External = 77.17 Radius = 4,770.00 Length = 1,704.54 Tangent = 861.46 Degree = 1° 12' 04.21" Delta = 20° 28' 27.99" (RT) P.I. Station 131+87.79 N 469,143.06 E 3,650,384.04 Curve NBBO02 *----------* Curve Data Course from PT NBBO01 to PC NBBO02 N 23° 39' 10.44" E Dist 544.02 Chord Bear = N 22° 32' 38.24" E Ahead = N 23° 39' 10.44" E Back = N 21° 26' 06.04" E C.C. N 449,383.33 E 3,691,995.46 P.T. Station 117+82.31 N 467,855.66 E 3,649,820.17 P.C. Station 100+00.00 N 466,209.64 E 3,649,136.88 Mid. Ord. = 8.62 Long Chord = 1,782.20 External = 8.63 Radius = 46,043.27 Length = 1,782.31 Tangent = 891.27 Degree = 0° 07' 27.98" Delta = 2° 13' 04.40" (RT) P.I. Station 108+91.27 N 467,039.26 E 3,649,462.59 Curve NBBO01 *----------* Curve Data =============================================================================== Beginning chain 495REV2 description
SUPERELEVATION DATA SHEETCONSTRUCTION ALIGNMENT AND
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513001e(5).dgn
Plotted By: COLLINS10:21:50 AM
JMT_d10513001e(5).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
TYPICAL SECTIONSNOT TO SCALEL
11' 11' 12' 12' 11'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
PROPOSED FINISHED GRADE
SHOULDER USE LANE
2A(1)
2A(1)
L
11' 11' 12' 12' 11'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
PROPOSED FINISHED GRADE
SHOULDER USE LANE
2.5'
SEE INSET B
SEE INSET B
NOT TO SCALE
INSET A
NOT TO SCALE
INSET B
Exist. Crown Pt.
13
Prop. Crown Pt.BL
Varies
1
46
8
8
SEE INSET A
SEE INSET A
MEDIAN BARRIER BUMPOUT DETAIL
SIGN STRUCTURE
VARIES 140' - 280'
STA 115+77.64 TO STA 123+27.00
OLD DOMINION DRIVE
STA 123+27.00 TO STA 123+62.49
NOT TO SCALE
FULL DEPTH PATCH/ JOINT REPAIR
1 2 39
2'
PROP. UD-4
PROP. UD-4
10
PROPOSED FINISHED GRADE
EXISTING FINISHED GRADEEXISTING CONCRETE BARRIER
3 IN. MAX*
MEASURED FROM EXISTING FACE OF BARRIER*
32"
BARRIER MODIFICATION
PROPOSED FINISHED GRADE
EXISTING FINISHED GRADEEXISTING CONCRETE BARRIER
3 IN. MAX*
MEASURED FROM EXISTING FACE OF BARRIER*
32"
MECHANICAL ANCHORS
PROPOSED FINISHED GRADE
EXISTING FINISHED GRADE
EXISTING CONCRETE BARRIER3 IN. MAX*
MEASURED FROM EXISTING FACE OF BARRIER*
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
BARRIER MODIFICATION DETAIL 1 BARRIER MODIFICATION DETAIL 2 BARRIER MODIFICATION DETAIL 3
1
2
3
4
5
6
7
8
9
10
FOR USE WHEN MEDIAN IS SINGLE BARRIER FOR USE WHEN MEDIAN IS DOUBLE BARRIER
full strength pavement with PCC or expose existing edge of PCC pavement
Full depth sawcut at edge of existing mainline pavement to expose existing
High Friction Surface Coating To Delineate Shoulder Use Lane
Mill and Overlay Existing Pavement Minimum Depth of 4"
with 4% hydraulic cement by weight
Subbase - 6" Aggregate Base Material, Type I, Size No. 21A pugmill mixed
Subbase - 8" Aggregate Base Material, Type I, Size No. 21B
Base - 12" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Base - 14" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Variable Depth Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
2.5" Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
Surface - 1.5" Stone Matrix Asphalt, SMA-9.5E (PG 76-22)
Ex. 16' clr.
Pro
p. 16' min. clr.
See Note 8St'd GS-11
St'd GS-11
See Note 8
1.50% - 2.00%
1.50% - 2.00%
9:1 - 10.8:1 TAPER
NEW SINGLE-SLOPE FACE
9:1 - 10.8:1 TAPER
NEW SINGLE-SLOPE FACE
9:1 - 10.8:1 TAPER
NEW SINGLE-SLOPE FACE
LONGITUDINAL TAPER RATE OF 26:1.
2. BARRIER MODIFICATIONS SHALL HAVE A
WHERE IMPACTED OR DAMAGED.
1. BARRIER GLARE SHIELDS TO BE REPLACED
NOTES:
9' - 12'
12'
PROP. GR-2
BARRIER MODIFICATION DETAIL 4
EXISTING FINISHED GRADE
MEASURED FROM EXISTING FACE OF BARRIER*
3 IN. MAX*
CONCRETE BARRIER
EXISTING
FINISHED GRADE
EXISTING
FINISHED GRADE
PROPOSED
(TYP.)
MECHANICAL ANCHORS
9:1 - 10.8:1 TAPER
SLOPE FACE
NEW SINGLE-
9:1 - 10.8:1 TAPER
NEW SINGLE-SLOPE FACE
MECHANICAL ANCHORS
3 IN. MAX*MEASURED FROM EXISTING FACE OF BARRIER*
BARRIER MODIFICATION DETAIL 2-A
MECHANICAL ANCHORS
BARRIER
CONCRETE
EXISTING
FINISHED GRADE
PROPOSED
FINISHED GRADE
EXISTING
ON PLANS
LABELED
BIFURCATION
ON PLANS
LABELED
BIFURCATION
ON PLANS
LABELED
BIFURCATION
32"
NEW F-SHAPE FACE
(TYP.)
MECHANICAL ANCHORS
32"
32"
32"
FOR USE WHEN MEDIAN IS BIFURCATED DOUBLE BARRIER
NORTHBOUND SIDE LOWER
FOR USE WHEN MEDIAN IS BIFURCATED
NORTHBOUND SIDE HIGHER
FOR USE WHEN MEDIAN IS BIFURCATED
Ex. Joint
6'
4.5'
Sawcut (PCC only)
Full Depth
3
9" Ex. PCC
6" Ex. CTA 6" Ex. CTA
9" Ex. PCC
4"-5" Ex. Asphalt4"-5" Ex. Asphalt
USE LANE.
THE SLOPE SHALL MAINTAIN 5% ROLLOVER AT THE EDGE OF THE SHOULDER
SHALL MATCH THE SHOULDER USE LANE SLOPE. ON THE HIGH SIDE OF SUPERELEVATION
9. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE OF THE LATERAL OFFSET
NOTES:
SHALL MATCH EXISTING, BUT MAINTAIN MAXIMUM 5% ROLLOVER.
WITHOUT A ROLLOVER. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE
8. ON HIGH SIDE OF SUPERELEVATION THE SLOPE IS TO MATCH THE SUPERELEVATION
OF 10 LB/SY.
CONSISTING OF NO. 10 AGGREGATE OR GRADING B SAND SHALL BE APPLIED AT A RATE
0.2 GAL/SY. WHERE NECESSARY FOR MAINTENANCE OF TRAFFIC, COVER MATERIAL
COURSE, IT SHALL BE LIQUID ASPHALT CRS-1, CRS-1H OR CMS-2 APPLIED AT A RATE OF
7. WHEN LIQUID ASPHALT IS USED AS A CURING MATERIAL FOR THE CEMENT STABILIZED
6. FINAL SURFACE TO BE PLACED UNIFORMLY ACROSS THE ENTIRE PAVEMENT.
CRACKS IN AC OR PCC PAVEMENT.
TYPE B CRACK SEALANT IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SEALING
5. ALL CRACKS SHALL BE CLEANED OF ALL DEBRIS AFTER MILLING AND SEALED WITH
AND SHOULDER PRIOR TO THE PLACEMENT OF FINAL SURFACE LAYERS OF ASPHALT.
4. FULL DEPTH/JOINT REPAIRS ARE TO BE PERFORMED ON THE FULL WIDTH OF PAVEMENT
FOR SLOPE CORRECTION.
3. VARIABLE DEPTH MILL AND OVERLAY MAY BE NECESSARY
2. REFER TO GEOTECHNICAL ENGINEERING DATA REPORT FOR PAVEMENT DESIGN.
REFER TO PLAN SHEETS.
1. FOR LIMITS OF MILL AND OVERLAY AND FULL DEPTH PAVEMENT,
NOTES:
**See Note 9
**Varies 2.5' - 8'
**See Note 9
**
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513002a(1).dgn
Plotted By: COLLINS11:20:46 AM
JMT_d10513002a(1).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
TYPICAL SECTIONSNOT TO SCALE
L
11' 11' 12' 12' 11'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
SHOULDER USE LANE
2A(2)
2A(2)
L
11' 11' 12' 12' 11'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
PROPOSED FINISHED GRADE
SHOULDER USE LANE
5' - 12'
SEE INSET B
SEE INSET A
STA 123+62.49 TO STA 125+89.30
SCOTTS RUN BRIDGESTA 125+89.30 TO STA 128+07.45
2'
PROP. UD-4
NOT TO SCALE
INSET A
NOT TO SCALE
INSET B
Exist. Crown Pt.
13
Prop. Crown Pt.BL
Varies
1
46
8
8
NOT TO SCALE
FULL DEPTH PATCH/ JOINT REPAIR
Ex. Joint
6'
4.5'
Sawcut (PCC only)
Full Depth
3
1 2 39 10
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
2" MILLING AND OVERLAY
PROPOSED FINISHED GRADESEE INSET A
SEE INSET B
2'
PROP. UD-4
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
L
I-495 NORTHBOUND
THRU LANE
B
SHOULDER USE LANE
STA 128+07.45 TO STA 148+00.00
11' 11' 12' 12' 11'2.5'
THRU LANE THRU LANE THRU LANE SHOULDER
1
2
3
4
5
6
7
8
9
10
full strength pavement with PCC or expose existing edge of PCC pavement
Full depth sawcut at edge of existing mainline pavement to expose existing
High Friction Surface Coating To Delineate Shoulder Use Lane
Mill and Overlay Existing Pavement Minimum Depth of 4"
with 4% hydraulic cement by weight
Subbase - 6" Aggregate Base Material, Type I, Size No. 21A pugmill mixed
Subbase - 8" Aggregate Base Material, Type I, Size No. 21B
Base - 12" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Base - 14" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Variable Depth Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
2.5" Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
Surface - 1.5" Stone Matrix Asphalt, SMA-9.5E (PG 76-22)
MATCH EXISTING
TRANSITION LENGTH
NOT TO SCALE
PAVEMENT TIE-IN
13
4" MIN.
8EXISTING PAVEMENT
POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED ‚".
315.07(A) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHT EDGE BETWEEN ANY TWO CONTACT
AT TIE-IN LOCATIONS SHALL BE DESIGNED USING A 10-FOOT STRAIGHT EDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
2. PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(C) OF THE SPECIFICATION EXCEPT THAT ALL JOINTS
SCOTTS RUN BRIDGE, AT RAMP TIE-INS AND AT THE BEGINNING/END OF PROJECT. TRANSITION LENGTH SHALL BE 150' MINIMUM.
1. PAVEMENT TIE-IN SHALL BE USED TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT OVERLAY AND EXISTING PAVEMENT AT
NOTES:
TIE INTO EXISTING
See Note 8St'd GS-11
St'd GS-11
600
1
1.50% - 2.00%
See Note 8 1.50% - 2.00%
3.5'
See
3.5'
5'-6'
6'-9'
9" Ex. PCC
6" Ex. CTA 6" Ex. CTA
9" Ex. PCC
4"-5" Ex. Asphalt4"-5" Ex. Asphalt
IMPACTED DUE TO PAVEMENT BUILDUP.
10. MAXIMUM 5% ROLLOVER. EXISTING EXPANSION JOINT TO BE REPLACED WHERE
USE LANE.
THE SLOPE SHALL MAINTAIN 5% ROLLOVER AT THE EDGE OF THE SHOULDER
SHALL MATCH THE SHOULDER USE LANE SLOPE. ON THE HIGH SIDE OF SUPERELEVATION
9. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE OF THE LATERAL OFFSET
SHALL MATCH EXISTING, BUT MAINTAIN MAXIMUM 5% ROLLOVER.
WITHOUT A ROLLOVER. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE
8. ON HIGH SIDE OF SUPERELEVATION THE SLOPE IS TO MATCH THE SUPERELEVATION
OF 10 LB/SY.
CONSISTING OF NO. 10 AGGREGATE OR GRADING B SAND SHALL BE APPLIED AT A RATE
0.2 GAL/SY. WHERE NECESSARY FOR MAINTENANCE OF TRAFFIC, COVER MATERIAL
COURSE, IT SHALL BE LIQUID ASPHALT CRS-1, CRS-1H OR CMS-2 APPLIED AT A RATE OF
7. WHEN LIQUID ASPHALT IS USED AS A CURING MATERIAL FOR THE CEMENT STABILIZED
6. FINAL SURFACE TO BE PLACED UNIFORMLY ACROSS THE ENTIRE PAVEMENT.
CRACKS IN AC OR PCC PAVEMENT.
TYPE B CRACK SEALANT IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SEALING
5. ALL CRACKS SHALL BE CLEANED OF ALL DEBRIS AFTER MILLING AND SEALED WITH
AND SHOULDER PRIOR TO THE PLACEMENT OF FINAL SURFACE LAYERS OF ASPHALT.
4. FULL DEPTH/JOINT REPAIRS ARE TO BE PERFORMED ON THE FULL WIDTH OF PAVEMENT
FOR SLOPE CORRECTION.
3. VARIABLE DEPTH MILL AND OVERLAY MAY BE NECESSARY
2. REFER TO GEOTECHNICAL ENGINEERING DATA REPORT FOR PAVEMENT DESIGN.
REFER TO PLAN SHEETS.
1. FOR LIMITS OF MILL AND OVERLAY AND FULL DEPTH PAVEMENT,
NOTES:
**Varies 2.5' - 4.5'
**See Note 9
**See Note 9
**
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
Note 10
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d10513002a(2).dgn
Plotted By: COLLINS11:24:50 AM
d10513002a(2).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
TYPICAL SECTIONS
L
11' 11' 12' 12' 11'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
NOT TO SCALE
PROPOSED FINISHED GRADE
SHOULDER USE LANE
2A(3)
2A(3)
2.5'
SHOULDER 2'
STA 128+00 TO 148+50
SEE INSET DSEE INSET A
12'
SHOULDER
STA 155+00 TO 163+50
STA 158+00 TO 162+00
GEORGETOWN PIKESTA 164+52.40 TO STA 165+26.00
2'
NOT TO SCALE
INSET A
NOT TO SCALE
INSET B
Exist. Crown Pt.
13
Prop. Crown Pt.BL
Varies
1
46
6
8
NOT TO SCALE
1 23
9 10
NOT TO SCALE
1
578
3 10
JOINT REPAIR
FULL DEPTH PATCH/ INSET D
TRANSITION LENGTH
NOT TO SCALE
1
EXISTING PAVEMENT
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
L
11' 11' 12' 12' 11'2.5'
THRU LANE THRU LANE THRU LANE THRU LANE SHOULDER
B
PROPOSED FINISHED GRADESEE INSET A
SHOULDER USE LANE
SEE INSET C
STA 148+00.00 TO STA 164+52.40
2'
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
I-495 NORTHBOUND
NOT TO SCALE
INSET C
1
578
3 10
1
2
3
4
5
6
7
8
9
10
full strength pavement with PCC or expose existing edge of PCC pavement
Full depth sawcut at edge of existing mainline pavement to expose existing
High Friction Surface Coating To Delineate Shoulder Use Lane
Mill and Overlay Existing Pavement Minimum Depth of 4"
with 4% hydraulic cement by weight
Subbase - 6" Aggregate Base Material, Type I, Size No. 21A pugmill mixed
Subbase - 8" Aggregate Base Material, Type I, Size No. 21B
Base - 12" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Base - 14" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Variable Depth Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
2.5" Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
Surface - 1.5" Stone Matrix Asphalt, SMA-9.5E (PG 76-22)
EXISTING ELEVATION
Transition Detail
MILLING (4" MIN.) PROPOSED ELEVATIONAT GEORGETOWN PIKE
MILLING (5" MIN.)
13
TO OBTAIN MIN. 16'-0" CLEARANCEONLY REQ'D AT GEORGETOWN PIKE BRIDGE
Ex. 15'-9" clr.
Pro
p. 16' min. clr.
PROP. UD-4
PROP. UD-4
PROP. UD-4
PROP. UD-4
See Note 8 St'd GS-11
St'd GS-11
St'd GS-11
St'd GS-11
St'd GS-11See Note 8
600
3% - 4.18% Super
4.18% Super
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
6'
4'-24'
24' WIDE SHOULDER
2'-4'
Ex. Joint
6'
4.5'
Sawcut (PCC only)
Full Depth
3
9" Ex. PCC
6" Ex. CTA 6" Ex. CTA
9" Ex. PCC
4"-5" Ex. Asphalt4"-5" Ex. Asphalt
USE LANE.
THE SLOPE SHALL MAINTAIN 5% ROLLOVER AT THE EDGE OF THE SHOULDER
SHALL MATCH THE SHOULDER USE LANE SLOPE. ON THE HIGH SIDE OF SUPERELEVATION
9. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE OF THE LATERAL OFFSET
SHALL MATCH EXISTING, BUT MAINTAIN MAXIMUM 5% ROLLOVER.
WITHOUT A ROLLOVER. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE
8. ON HIGH SIDE OF SUPERELEVATION THE SLOPE IS TO MATCH THE SUPERELEVATION
OF 10 LB/SY.
CONSISTING OF NO. 10 AGGREGATE OR GRADING B SAND SHALL BE APPLIED AT A RATE
0.2 GAL/SY. WHERE NECESSARY FOR MAINTENANCE OF TRAFFIC, COVER MATERIAL
COURSE, IT SHALL BE LIQUID ASPHALT CRS-1, CRS-1H OR CMS-2 APPLIED AT A RATE OF
7. WHEN LIQUID ASPHALT IS USED AS A CURING MATERIAL FOR THE CEMENT STABILIZED
6. FINAL SURFACE TO BE PLACED UNIFORMLY ACROSS THE ENTIRE PAVEMENT.
CRACKS IN AC OR PCC PAVEMENT.
TYPE B CRACK SEALANT IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SEALING
5. ALL CRACKS SHALL BE CLEANED OF ALL DEBRIS AFTER MILLING AND SEALED WITH
AND SHOULDER PRIOR TO THE PLACEMENT OF FINAL SURFACE LAYERS OF ASPHALT.
4. FULL DEPTH/JOINT REPAIRS ARE TO BE PERFORMED ON THE FULL WIDTH OF PAVEMENT
FOR SLOPE CORRECTION.
3. VARIABLE DEPTH MILL AND OVERLAY MAY BE NECESSARY
2. REFER TO GEOTECHNICAL ENGINEERING DATA REPORT FOR PAVEMENT DESIGN.
REFER TO PLAN SHEETS.
1. FOR LIMITS OF MILL AND OVERLAY AND FULL DEPTH PAVEMENT,
NOTES:
**See Note 9
**
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
TO INCREASE CLEARANCE
INCREASE FULL DEPTH
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d10513002a(3).dgn
Plotted By: COLLINS11:32:01 AM
d10513002a(3).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
TYPICAL SECTIONSNOT TO SCALE
L
11' 11' 12' 12' 11'4.6'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE
B
PROPOSED FINISHED GRADE
SHOULDER USE LANE
2A(4)
2A(4)
L
11' 11' 12' 12' 11'2.5'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE
B
PROPOSED FINISHED GRADESEE INSET A
SHOULDER USE LANE
L
11' 11' 12' 12' 11'2.5'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE
B
PROPOSED FINISHED GRADE
SHOULDER USE LANE
SEE INSET C
SEE INSET B
SEE INSET A
SEE INSET A
SHOULDER
11'
AUX. LANE SHOULDER
SEE INSET B
11'
AUX. LANE SHOULDER
STA 165+26.00 TO STA 172+00.00
LIVE OAK DRIVESTA 186+38.50 TO STA 186+70.58
STA 186+70.58 TO STA 211+81.74
2'
2'
PROP. UD-4
PROP. UD-4
NOT TO SCALE
INSET A
NOT TO SCALE
INSET B
Exist. Crown Pt.
13
Prop. Crown Pt.BL
Varies
1
46
6
8
NOT TO SCALE
FULL DEPTH PATCH/ JOINT REPAIR
1 2 39 10
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
L
11' 11' 12' 12' 11' 11'2.5'
I-495 NORTHBOUND
THRU LANE THRU LANE THRU LANE THRU LANE
B
PROPOSED FINISHED GRADESEE INSET A
SHOULDER USE LANE
SEE INSET B
AUX. LANE SHOULDER
STA 172+00.00 TO STA 186+38.50
PROP. UD-4
SEE SHEET 2A(1) FOR DETAILBARRIER MODIFICATION
NOT TO SCALE
INSET C
1
578
3 10
1
2
3
4
5
6
7
8
9
10
full strength pavement with PCC or expose existing edge of PCC pavement
Full depth sawcut at edge of existing mainline pavement to expose existing
High Friction Surface Coating To Delineate Shoulder Use Lane
Mill and Overlay Existing Pavement Minimum Depth of 4"
with 4% hydraulic cement by weight
Subbase - 6" Aggregate Base Material, Type I, Size No. 21A pugmill mixed
Subbase - 8" Aggregate Base Material, Type I, Size No. 21B
Base - 12" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Base - 14" Asphalt Concrete Type BM-25.0D +0.4 (HMHB, PG 70-22)
Variable Depth Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
2.5" Asphalt Concrete Type BM-25.0D + 0.4 (HMHB, PG 70-22)
Surface - 1.5" Stone Matrix Asphalt, SMA-9.5E (PG 76-22)
1.50% - 2.00%
1.50% - 2.00%
1.50% - 2.00%
PROP. UD-4
See Note 8 St'd GS-11
St'd GS-11
St'd GS-11
St'd GS-11
See Note 8
See Note 8
See Note 8
1.50% - 2.00%
8'-12'
8'-12'
9.5'
8'-11'
Ex. Joint
6'
4.5'
Sawcut (PCC only)
Full Depth
3
9" Ex. PCC
6" Ex. CTA 6" Ex. CTA
9" Ex. PCC
4"-5" Ex. Asphalt4"-5" Ex. Asphalt
USE LANE.
THE SLOPE SHALL MAINTAIN 5% ROLLOVER AT THE EDGE OF THE SHOULDER
SHALL MATCH THE SHOULDER USE LANE SLOPE. ON THE HIGH SIDE OF SUPERELEVATION
9. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE OF THE LATERAL OFFSET
SHALL MATCH EXISTING, BUT MAINTAIN MAXIMUM 5% ROLLOVER.
WITHOUT A ROLLOVER. ON TANGENT AND LOW SIDE OF SUPERELEVATION THE SLOPE
8. ON HIGH SIDE OF SUPERELEVATION THE SLOPE IS TO MATCH THE SUPERELEVATION
SAND SHALL BE APPLIED AT A RATE OF 10 LB/SY.
TRAFFIC, COVER MATERIAL CONSISTING OF NO. 10 AGGREGATE OR GRADING B
APPLIED AT A RATE OF 0.2 GAL/SY. WHERE NECESSARY FOR MAINTENANCE OF
STABILIZED COURSE, IT SHALL BE LIQUID ASPHALT CRS-1, CRS-1H OR CMS-2
7. WHEN LIQUID ASPHALT IS USED AS A CURING MATERIAL FOR THE CEMENT
6. FINAL SURFACE TO BE PLACED UNIFORMLY ACROSS THE ENTIRE PAVEMENT.
FOR SEALING CRACKS IN AC OR PCC PAVEMENT.
WITH TYPE B CRACK SEALANT IN ACCORDANCE WITH THE SPECIAL PROVISIONS
5. ALL CRACKS SHALL BE CLEANED OF ALL DEBRIS AFTER MILLING AND SEALED
LAYERS OF ASPHALT.
OF PAVEMENT AND SHOULDER PRIOR TO THE PLACEMENT OF FINAL SURFACE
4. FULL DEPTH/JOINT REPAIRS ARE TO BE PERFORMED ON THE FULL WIDTH
FOR SLOPE CORRECTION.
3. VARIABLE DEPTH MILL AND OVERLAY MAY BE NECESSARY
DESIGN.
2. REFER TO GEOTECHNICAL ENGINEERING DATA REPORT FOR PAVEMENT
REFER TO PLAN SHEETS.
1. FOR LIMITS OF MILL AND OVERLAY AND FULL DEPTH PAVEMENT,
NOTES:
**See Note 9
**
**
**See Note 9
**
**See Note 9
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
SEE SHEETS 1E(1) THRU 1E(4)
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d10513002a(4).dgn
Plotted By: COLLINS11:39:59 AM
d10513002a(4).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
Scotts Run
DeckDeck
Deck
Mile
Marker
100
101
102
103
104
105
106
107
108
109
110
SS 10
0+0
0.0
0
=
03°0
2'5
2" Lt.
PI 105+9
8.6
8
279. 10' Rt.
+11. 33
MONF 235. 97' Rt.
+64. 66
MONF
64
64-a
(a)
(b)
64-b
64-c
(a)
(b)
(a)
(b)
24
24-a
Inv. Out = 242. 37'
In Pl. 6" Plastic Pipe
In Pl. U. D.
25
63
63-a
25-a
64-d
65
64-e
Soundwall
Face Of
Soundwall
Face OfExist. R/W & L/A Line
Interstate 495, Capital Beltway Survey Baseline
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT Highw
ay Plan 0
413-029-007, R
W-2
Exist. R
/W
& L/
A Line
E
TT
TCTC
TC
Elec.
HH
Lig
ht
Pole
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
Cab.
Traf.
Cab.
F. O.
MH
F. O.
MH
104
105
106
107
108
109
110
111
112
113
114
115
116
117
PT 117
+82.3
1
118
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513003.dgn
Plotted By: COLLINS10:38:14 AM
JMT_d10513003.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
MA
TC
H
LIN
E
ST
A. 118
+00 S
EE
SH
EE
T 4
3
3
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
C1
C1
STA. 115+75.00
BEGIN PROJECT 0495-029-123 P101, C501
I-495 NORTHBOUND
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
T = 891.27'
L = 1,782.31'
R = 46,043.27'
100+00.00PC =
PT = 117+82.31
PI = 108+91.27
Curve NBB001
UNDERDRAIN UD-4
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location#
E = MATCH EXISTING
V = 70 MPH
150' MIN.
SEE NOTE 3
EN
D
PA
V'T
TIE-I
N
BE
GIN P
AV'T
TIE-I
N
APPROVED BY VDOT (SEE SPECIAL PROVISION).
4. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
SHEET 2A(2).
3. FOR TRANSVERSE PAVEMENT TIE-IN DETIAL SEE TYPICAL SECTION
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BARRIER MODIFICATION DETAIL 3
BIFURCATED 18" TO 30"
Gate
Scotts R
un
Brush
Scotts
Run
Deck
Deck
Metal Guardrail
Conc. Jersey Wall
Scotts
Run
285
294
296
111
112
113 11
4 115 11
6 117 11
8 119
120
121
122
123
124
=
00°5
7'4
3"
Rt.
PI 112
+44.0
2
=
06°0
2'18"
Rt.
PI 118
+87.2
6
78. 12' Lt.+58. 22IPF
77. 93.' Lt.+55. 43MONF
212. 35' Rt.
+8. 54
MONF
233. 69' Rt.
+89. 75
MONF
469. 19' Rt.+23. 97MONF
439. 36' Rt.+3. 20
MONF
26
26-a
27-a
62
62-a
27-B
Inv. Out = 233. 63'In Pl. 6" Plastic PipeIn Pl. U. D.
28
28-d
28-c28-b
28-a
293
294
296
295
298
297
1175
1174
1173
28-e
Conc. Ditch
SoundwallFace Of
SoundwallFace Of
SoundwallFace Of
Per V
DOT
Highw
ay
Plan 0413-0
29-0
07, R
W-2
Exist. R/
W
& L/
A Line
Per VDOT Hi
ghway Plan
0413-029-00
7, RW-2
Exist. R/W & L/A
Line
Per V
DO
T
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist.
R/
W
Per V
DOT Highw
ay Plan 0
413-029-007, R
W-2
Exist. R
/W
& L/
A Line
Per
VDOT Highw
ay Plan
0413-029-007, R
W-2
Exist.
R/W
& L/
A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
S
TCTC
TC
C
D S
Lig
ht
Pole
Lig
ht
Pole
EOI
EOI
EOI
Traf.
HH
Traf.
HH
Traf.
HH
PT 117
+82.3
1
118 119 12
0 121 122 123
PC 12
3+2
6.3
3
124
125
126
127
128
129
130
131
132
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513004.dgn
Plotted By: COLLINS10:37:02 AM
JMT_d10513004.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
MA
TC
H
LIN
E
ST
A. 118
+00 S
EE
SH
EE
T 3
MA
TC
H
LIN
E
ST
A. 132
+00 S
EE
SH
EE
T 5
0
SCALE
50' 100'
4
4
I-495 NORTHBOUND
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
OL
D
DO
MINIO
N
RO
AD
C2
C2 Curve NBB002
PI = 131+87.79
T = 861.46'
L = 1,704.54'
R = 4,770.00'
123+26.33PC =
PT = 140+30.87
PROPOSED MB-7DPROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 122+36.40 TO STA. 123+65.87
MEDIAN BUMPOUT FOR SIGN STRUCTURE
SEE SHEET 2A(1) FOR DETAIL
STA. 130+30.36 TO STA. 131+69.96
MEDIAN BUMPOUT FOR SIGN STRUCTURE
37 14 19
23
UNDERDRAIN UD-4
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location# E = 4.23%
V = 70 MPH
MODIFY EXISTING BARRIERST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
150' MIN.
BE
GIN P
AV'T
TIE-I
N
EN
D
PA
V'T
TIE-I
N
EN
D
PA
V'T
TIE-I
N
BE
GIN P
AV'T
TIE-I
N
SEE NOTE 4SEE NOTE 4
150' MIN.
PROPOSED GR-2
PROP GR-FOA-2
PROPOSED GR-FOA-2
APPROVED BY VDOT (SEE SPECIAL PROVISION).
5. MOVABLE MEDIAN BARRIER SHALL BE PLACE AT A LOCATION
SHEET 2A(2).
4. FOR TRANSVERSE PAVEMENT TIE-IN DETAIL SEE TYPICAL SECTION
SURVEY.
3. THE OLD DOMINION BRIDGE SHOWN FROM SUPPLEMENTAL
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BIFURCATED 18" TO 30"
DETAIL 3BARRIER MOD.
3" TO 9"BIFURCATED 0" TO 3"
REPLACE BARRIER BIFURCATED 18" TO 30"
BIFURCATED 18" TO 30"
REPLACE BARRIER
MB-7EMB-7E
MOD. DETAIL 3BARRIER
9" TO 18"
18"
9" TO
REPLACE BARRIER
125
126
127 12
8 129 13
0 131 13
2
133
134
135
136
137
138
=
07°5
6'3
9" Rt.
PI 126+3
1.34 =
03°0
5'3
3"
Rt.
PI 132
+23.11
=
00°5
0'4
0"
Rt.
PI 137+6
5.0
8
74. 50' Lt.
+97. 26
IPF
74. 56' Lt.
+87. 81
MONF
230. 31' Rt.
+41. 90
IPF223. 98' Rt.+7. 74
IPF
216. 43' Rt.+30. 22IPF
1172
1462
1183
1182
1181
(a)
(b)
1178
1179
1180
1177
1176
1188
1189
29
29-a
23
23-a
1185-a
1185-b
1186
1187
(a)
(b)
(Variable Width R. O. W.)S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan
0413-029-007, RW-2
Exist. R/W & L/A L
ine
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
O/
H
Sig
n
Gate
Brush
Churchill R
oad
I-495 - Capital Beltway (Inner Loop)
I-495 - Capital Beltway (Outer Loop)
Deck
Deck
Deck
Deck
Deck
Deck
Conc.
Conc.
Pool
Sub-Station
Rip-Rap
Asphalt Shoulder
Metal Guardra
il
Reflector
Reflector
Woven Wire Fence
Riser
TC
TC
S
S
TC
TC
TC
A
B
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
F. O.
MH
132 13
3 134 13
5
136
137
138
139
140
PT 14
0+3
0.8
7
141
142
143
144
145
146
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513005.dgn
Plotted By: COLLINS10:40:49 AM
JMT_d10513005.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
MA
TC
H
LIN
E
ST
A. 146+0
0 S
EE
SH
EE
T 6
MA
TC
H
LIN
E
ST
A. 13
2+0
0 S
EE
SH
EE
T 4
0
SCALE
50' 100'
5
5
C2
C2
I-495 NORTHBOUND
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
Curve NBB002
PI = 131+87.79
T = 861.46'
L = 1,704.54'
R = 4,770.00'
123+26.33PC =
PT = 140+30.87
PROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 139+30.37 TO STA. 140+70.18
MEDIAN BUMPOUT FOR SIGN STRUCTURE
37
4448
58
62
63
75
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location# E = 4.23%
V = 70 MPH
MODIFY EXISTING BARRIER
APPROVED BY VDOT (SEE SPECIAL PROVISION).
3. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
REPLACE BARRIER BIFURCATED 3" TO 9"
REPLACE BARRIER BIFURCATED 18" TO 30"
REPLACE BARRIER BIFURCATED 9" TO 18"
MB-7E
139
140
141
142
143
144 14
5 146 14
7 148 14
9 150 15
1
152
=
06°4
4'2
6" Lt.
PI 143
+63.3
9
=
08°18'3
7" Lt.
PI 151+24.6
7
60. 24' Lt.+51. 57MONF
427. 00' Rt.+58. 41IPF
461. 89' Rt.+27. 19IPF
243. 84 Rt.+84. 347MONF237. 02' Rt.
+61. 02
IPF
244. 30' Rt.+94. 95MONF
1184 30
30-a
31-a
31
1190
1191
1192
1193
32
32-a
1194
1195
19
18
17
15
21
20
16
1
14
1424
1423
(a)
(b)
(a)
(b)
Soundwall
Face Of
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT High
way Plan 0
413-02
9-007, R
W-2
Exist. R/W
& L/
A Lin
e
Per V
DOT
Hig
hway P
lan 0413-0
29-0
07, R
W-2
Exist. R
/W
& L/
A Line
Per VDOT
Highwa
y Plan
0413-02
9-007, R
W-2
Exist.
L/A Lin
e
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/
W
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. L/A Line
E
E
TC
TC
T
TC
T
Traf.
Cab.
Traf.
HH
w/
F. O.
Cab.
Power Pole
F. O.
HH
Traf.
Cab.
Elec.
HH
Traf.
HH
F. O.
HH
TC
Traf.
HH
O/
H
Sig
n
U/C
Tennis Ct.
Area U/C
I-495 - Capital Beltway (Inner Loop)
I-495 - Capital Beltway (Outer Loop)
Paved Parking
Paved Parking
Pave
d Parking
Paved Parkin
g
Paved Parkin
g
Paved Parkin
g
Paved Parking
Paved
Parking
Pave
d Parkin
g
Balls Hill Road - VA Route 686
Helga Place
Deck
Deck
Ramp
Brush
Trailer
Trailer
Canopy
Fla
g Pole
Obscured
Asphalt Shoulder
Conc. Jersey
Wall
Mile
Marker
Sig
n
Sig
n
Sig
n
Grass
Brush
Gravel Shoulder
Reflector
Wood Ret. Wall
Riser
1425
146
147
148
PC 14
8+7
1.61
149
150
151
152
153
154
155
156 157 15
8 159 16
0
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513006.dgn
Plotted By: COLLINS10:46:20 AM
JMT_d10513006.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
MA
TC
H
LIN
E
ST
A. 146+0
0 S
EE
SH
EE
T 5
MA
TC
H
LIN
E
ST
A. 16
0+0
0 S
EE
SH
EE
T 7
0
SCALE
50' 100'
6
6
C3
C3
I-495 NORTHBOUND BL I-495 SOUTHBOUND
I-495 NORTHBOUND
Curve NBB003
PI = 160+34.88
T = 1,163.27'
L = 2,283.06'
R = 4,830.00'
148+71.61PC =
PT = 171+54.66
WIDE SHOULDER AREA
APPROXIMATE LOCATION FOR
PROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 153+26.78 TO STA. 154+70.75
MEDIAN BUMPOUT FOR SIGN STRUCTURE
SEE SHEET 2A(1) FOR DETAIL
STA. 158+31.24 TO STA. 159+70.67
MEDIAN BUMPOUT FOR SIGN STRUCTURE
91
117
122
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location# E = 4.18%
V = 70 MPH
15'
98
BE
GIN P
AV'T
TIE-I
N
SEE NOTE 3
150' MIN.
EN
D
PA
V'T
TIE-I
N
ZONE
BARRIER FOR WORK
TEMPORARY CONCRETESEE NOTE 4
PRIOR TO WORK ZONE
OF EXISTING SHOULDER
APPROXIMATE LOCATIONZONE
BARRIER FOR WORK
TEMPORARY CONCRETE
APPROVED BY VDOT (SEE SPECIAL PROVISION).
5. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
OF CONSTRUCTION.
4. FINAL FULL DEPTH SHOULDER WIDTH TO BE DETERMINED AT TIME
SHEET 2A(2).
3. FOR TRANSVERSE PAVEMENT TIE-IN DETAIL SEE TYPICAL SECTION
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BIFURCATED3" TO 9"
BARRIER3" TO 9"
REPLACE BARRIER
MOD. DETAIL 3BIFURCATED9" TO 18" BARRIER MODIFCATION DETAIL 3 BIFURCATED 18" TO 30"
MB-7E
MB-7E
PROPOSED MB-7D
BARRIER MODIFCATION DETAIL 3 BIFURCATED 18" TO 30"
BIFURCATED 1
8" TO 3
0"
DETAIL 3BARRIER
MODIFCATI
ON
0" TO 3"
REPLACE BARRIER REPLACE
153
154
155
156
157
158 15
9 160
161
162
163
164
165
166
=
09°5
7'2
4" Lt.
PI 157+5
7.9
7
=
03°4
7'0
0" Lt.
PI 165+4
2.3
3
151. 85' Lt.+33. 06MONF
204. 29' Lt.+51. 27MONF200. 45' Lt.
+91. 06
MONF
1196-a
1196
1197-a
1197-b
2
3
1200-a
1200
12011202
1427
(a)
(b)
Soundwall
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan 0
413-029-007, RW-2
Exist. R/W & L/A Li
ne
Per V
DO
T
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist. L
/A
Lin
e
Per V
DOT
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist.
R/
W
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/W & L
/A Line
Per VDOT Highway P
lan 0413-029-
007, RW-2
Exist. R/W & L/A
Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT
Highw
ay Plan 0413-0
29-0
07, R
W-2
Exist. R
/W
& L/
A Line
Per V
DOT Highw
ay Plan
0413-029-007, R
W-2
Exist. R/
W
& L/
A Line
Sig
n
Brush
Brush
Conc.
Paved P
arking
Paved P
arking
Paved P
arking
Sound Ba
rrier Wal
l
Ramp
Ramp
Ramp
Asphalt Shoulder
Asphalt
Asphalt
Conc. Jersey Wall
Sig
n Reflector
Sign
Sign
Sign
Sign
(2) Signs
Sign
Reflector
Sign
Sign
Reflector
Sig
n
Buildings
Maint.
Signs
Sig
nSig
n
Asphalt
SignSi
gn
Sig
n
Gravel Shoulder
Asphalt Trail
CG-2
CG-2
Gravel S
hould
er
Gravel S
hould
er
Stone Column
Sign
E
E
E
E
E
E
E
T
TC
E
TC
Traf.
HH
Elec.
HH
Elec.
Cab.
Elec.
HH
Elec.
Box
Traf. Sig
nal
Elec.
HH
Hydrant
EOI
EOI
EOI
Elec.
HH
Elec.
HH
Elec.
HH
Traf.
Cab.
Utility Pole
EOI
w/
Traf.
Cab.
Utility Pole
F. O.
HH
F. O.
Wit. Post
F. O.
Wit. Post
F. O.
HH
F. O.
HH
F. O.
HH
F. O.
Wit. Post
160
161
162
163
164
165
166
167
168
169
170 171
PT 17
1+54.6
6
172 17
3 174
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513007.dgn
Plotted By: COLLINS10:58:44 AM
JMT_d10513007.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
MA
TC
H
LIN
E
ST
A. 17
4+0
0 S
EE
SH
EE
T 8
MA
TC
H
LIN
E
ST
A. 160+0
0 S
EE
SH
EE
T 6
0
SCALE
50' 100'
7
7
C3
C3
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
I-495 NORTHBOUND
GE
OR
GE
TO
WN PIK
E (R
TE 19
3)
Curve NBB003
PI = 160+34.88
T = 1,163.27'
L = 2,283.06'
R = 4,830.00'
148+71.61PC =
PT = 171+54.66
WIDE SHOULDER AREA
APPROXIMATE LOCATION FOR
PROPOSED MB-7DPROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 163+26.92 TO STA. 164+72.22
MEDIAN BUMPOUT FOR SIGN STRUCTURE
SEE SHEET 2A(1) FOR DETAIL
STA. 169+26.37 TO STA. 170+70.96
MEDIAN BUMPOUT FOR SIGN STRUCTURE
133
142 146151
160
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location#E = 4.18%
V = 70 MPH
8.5'
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
150' MIN.
SEE NOTE 4
EN
D
PA
V'T
TIE-I
N
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
APPROVED BY VDOT (SEE SPECIAL PROVISION).
5. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
SHEET 2A(2).
4. FOR TRANSVERSE PAVEMENT TIE-IN DETAIL SEE TYPICAL SECTION
SURVEY.
3. THE GEORGETOWN PIKE BRIDGE IS SHOWN FROM SUPPLEMENTAL
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BIFURCATED 18" TO 30"
BARRIER MODIFICATION DETAIL 3
BIFURCATED 9" TO 18"
BARRIER MOD. DETAIL 3 BARRIER MOD. DETAIL 3 BIFURCATED 9" TO 18"
BARRIER MOD. DETAIL 1 BIFURCATED 0" TO 3"
MB-7EMB-7E
PROPOSED BARRIER GATE LOCATION
BIFURCATED 9" TO 18"
REPLACE BARRIER
CLEARANCE TO 16'
INCREASE VERTICAL UNDER
REPLACEMENT AS REQUIRED TO
INCREASE FULL DEPTH PAVEMENT
167
168
169
170
171
172
173 17
4
175
176
177
178
179
180
= 15°5
7'0
1" Rt.
PI 173+17.4
2
=
13°2
9'5
6"
Rt.
PI 177+7
2.7
2
47. 12'
Lt.+65. 34
MONF
56. 70'
Lt.+83. 51
MONF
1427
1204
1203
1206
1205-a
1205-b
40-b
40-a
39-b
41-a
41-b
101
102
100
4
61
60
103
104
105
106
107
42-a
42-b
1204-a
154155
105-a
258. 26' Rt.+26
. 35IPF
363. 86' Rt.
+89. 02
PPF
386. 23' Rt.
+93. 24
MONF
460. 01' Rt.
+99. 41
MONF
Conc. Ditch
Conc.
Ditch
Conc. Ditch
Soundwall
Soundwall
Soundwall
Soundwall
Face Of
Per VDOT
Highwa
y Plan
0413-0
29-007, RW-2
Exist. R/
W & L/A
Line
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/
W & L/A Li
ne
Per V
DOT High
way Plan 0
413-02
9-007, RW-2
Exist. L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line The
Limited
Access Line In T
his
Area.
Unclear
As T
o The
Locatio
n Of
The
Existin
g Hi
ghwa
y Plans
Are
Per
VDOT Highw
ay Plan
0413-029-007, R
W-2
Exist. R/W
Line
Per VDOT
Highway Pla
n 0413-
029-007
, RW-2
Exist. R/W & L
/A Line
Live Oak Drive
Benja
min Street
Balls Hill Road - VA Route 686
Balls Hill Road - V
A Ro
ute 68
6
Paved
Parking
Deck
Deck
Conc.
Asphalt Shoulder
O/
H
Sig
n
EE
V
F. O.
HH
F. O.
Wit. Post
F. O.
Wit. Post
EOI
F. O.
Wit. Post
F. O.
HH
F. O.
HH
F. O.
Wit. Post
F. O.
Wit. Post
F. O. Ped.
(DA
TU
R)
(DA
TU
R)
(DATUR)
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513008.dgn
Plotted By: COLLINS11:03:50 AM
JMT_d10513008.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
174
175
176
177
178
PC 17
8+4
8.5
4
179
180 18
1 182
183
184
185
186
187
188
MAT
CH
LIN
E
ST
A. 16
7+0
0 S
EE
SH
EE
T 7
MAT
CH
LIN
E
ST
A. 188+0
0 S
EE
SH
EE
T 9
0
SCALE
50' 100'
8
8
C4
C4
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
I-495 NORTHBOUND
LIV
E
OA
K
DRIV
E
Curve NBB004
PI = 186+04.22
T = 755.68'
L = 1,439.16'
R = 1,910.00'
178+48.54PC =
PT = 192+87.70
PROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 177+31.00 TO STA. 178+70.50
MEDIAN BUMPOUT FOR SIGN STRUCTURE
SEE SHEET 2A(1) FOR DETAIL
STA. 184+59.78 TO STA. 187+49.91
MEDIAN BUMPOUT FOR SIGN STRUCTURE
166
179
171
UNDERDRAIN UD-4
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location#E = 7.95%
V = 70 MPH
PROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 181+30.35 TO STA. 182+71.03
MEDIAN BUMPOUT FOR SIGN STRUCTURE
ST'D BPPS-1 REQ'D
TL-5 BRIDGE PIER PROTECTION
150' MIN.
SEE NOTE 4
BE
GIN P
AV'T
TIE-I
N
APPROVED BY VDOT (SEE SPECIAL PROVISION).
3. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BIFURCATED9" TO 18"REPLACE
BARRIER
18" TO 30"REPLACE BARRIER BIFURCATED PROPOSED MB-7D
BIFURCATED 30" TO 42"
REPLACE BARRIER
BIFURCATED
BARRIER
REPLACE
30" TO 42"
MB-7E
MB-7E
MB-7E
REPLACE BARRIE
R BIFURCATED 0
" TO 3"
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
=
14°2
2'5
7" Rt.
PI 182+7
1.51
=
01°19'2
1" Rt.
PI 190+4
8.6
8
116. 73' Lt.
+23. 49
IPF
42-b
110
109
59
108
58
111
112
43-a
43-b
113
114
115
116
118
119
120
121
57
122
123
124
44-a
44-b
5 6
125126
127
129
128
117-a
117-b
460. 01'
Rt.+99. 41
MONF
261. 52' Rt.+68.
24MONF
506. 83' Rt.+1. 6
2MONF
259. 87' Rt.
+41. 94
MONF
(a)
(b)
Conc. Ditch
Conc. Ditch
Sou
ndwall
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per V
DOT
Hig
hway
Plan 0413-0
29-0
07, R
W-2
Exist. R/
W
Line
Per VDOT
Highway Pla
n 0413-
029-007
, RW-2
Exist.
L/A Lin
e Per VDOT H
ighway Plan
0413-029-0
07, RW-2
Exist. R/W & L/A
Line
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT H
ighway Pla
n 0413-029
-007, RW-2
Exist. R/W & L/
A Line
Gate
Live Oak Drive
Arbor Lane
Paved Parking
Paved Parking
Live Oak Drive
Ramp
Deck
DeckDeck
Sound Barrier
Wall
Metal Guardrail
Metal Guardrail
E
E
E
TC
TC
TCTC
TC
TC
TC
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Lig
ht
Pole
Elec.
Cab.
F. O.
HH
Elec.
HH
Elec.
Cab.
(DATUR)
(DA
TU
R)
(DA
TU
R)
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513009.dgn
Plotted By: COLLINS11:07:48 AM
JMT_d10513009.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
188
189
190 19
1 192
PT 19
2+8
7.7
0
193
194
195
196
197
198
199
200
201
202
MAT
CH
LIN
E
ST
A. 18
8+0
0 S
EE
SH
EE
T 8
MA
TC
H
LIN
E
ST
A. 2
02
+00 S
EE
SH
EE
T 10
0
SCALE
50' 100'
9
9
C4
C4
I-495 SOUTHBOUND
I-495 NORTHBOUND BL
I-495 NORTHBOUND
Curve NBB004
PI = 186+04.22
T = 755.68'
L = 1,439.16'
R = 1,910.00'
178+48.54PC =
PT = 192+87.70
218
228236
241
250
UNDERDRAIN UD-4
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location#E = 7.95%
V = 70 MPH
PROPOSED MB-7D
SEE SHEET 2A(1) FOR DETAIL
STA. 188+71.24 TO STA. 190+11.05
MEDIAN BUMPOUT FOR SIGN STRUCTURE
APPROVED BY VDOT (SEE SPECIAL PROVISION).
3. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
REPLACE BARRIER BIFURCATED 30" TO 42"
30" TO 42
"BIFURCATEDBARRIERREPLACE
18" TO 30"
BIFURCATED
REPLACE BARRIER
BARRIER MOD. DETAIL 2A
BIFURCATED 9" TO 18"
BARRIER MOD. DETAIL 2A
BIFURCATED 3" TO 9"
MB-7E
196
197
198
199
200
201
202
203
204
205
206
207
208
209
=
00°2
8'5
0" Lt.
PI 195+8
3.3
0
=
18°4
2'3
2"
Rt.
PI 2
01+95.6
5
= 28°5
6'5
1" Lt.
PI 2
07+8
5.8
9
359. 82' Lt.
+37. 66
IPF
128
45-a
45-b
7 8
131130
132
133
910
11
12
11-a
134
135
136137
56 55
138
139140
46-a
46-b
141
142
143
144
47
48
291. 87' Rt.
+34. 42
MONF
(a)
(b)
(a)
(b)
(a)(b)
Conc.
Ditch
Conc. DitchConc. Ditch
Conc. D
itch
Conc. DitchConc. Ditch
Soundwall
Soundwall
Face Of
Per V
DOT
Highw
ay Plan 0413-0
29-0
07, R
W-2
Exist. L/
A Lin
e
E
E
E
E E
E
E
E
E
E
T
EE
Elec.
HH
F. O.
HH
F. O.
HH
Elec.
HH
F. O.
HH
Elec.
HH
F. O.
HH
F. O.
HH
F. O.
Wit. Post
F. O.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
Meter
Elec.
HH
Tele.
HH
Elec.
HH
E
Elec.
HH
F. O.
HH
(DA
TU
R)
(DA
TU
R)
Dense Trees
O/
H
Sig
n
Cellular
Antenna
Crash
Barrier
O/
H
Sig
n
George W
ashington Mem
orial Parkw
ay
Deck
Sound Barrier Wall
Ramp
Metal Guardrail
Metal Guardrail
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_d10513010.dgn
Plotted By: COLLINS12:54:52 PM
JMT_d10513010.dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
202
203
204
205
206
207
208
209
210
211
PC 211+8
2.4
2
212
213 214
215
216
0
SCALE
50' 100'
MA
TC
H
LIN
E
ST
A. 2
02
+00 S
EE
SH
EE
T 9
10
10
C5
C5
I-495 SOUTHBOUND I-495 NORTHBOUND BL
I-495 NORTHBOUND
GE
OR
GE
WASHIN
GTON
ME
MORIA
L PAR
KW
AY
PC =
PT =
STA. 211+82.42
END PROJECT 0495-029-123 P101,C501
270287
298
UNDERDRAIN UD-4
LEGEND
Denotes Proposed Pavement
Denotes Resurfacing of Pavement
Denotes Demolition of Pavement
and Joint Repair Number
Denotes Full Depth Patch/Joint Repair Location# E = MATCH EXISTING
V = 70 MPH
150' MIN.
SEE NOTE 4
EN
D
PA
V'T
TIE-I
N
BE
GIN P
AV'T
TIE-I
N
Curve NBB005
PI = 221+05.40
T = 922.98'
L = 1,724.11'
R = 1,950.00'
211+82.42
229+06.54
BE
GIN P
AV'T
TIE-I
N
EN
D
PA
V'T
TIE-I
N
150' MIN.SEE NOTE 4
APPROVED BY VDOT (SEE SPECIAL PROVISION).
5. MOVABLE MEDIAN BARRIER SHALL BE PLACED AT A LOCATION
SHEET 2A(2).
4. FOR TRANSVERSE PAVEMENT TIE-IN DETAIL SEE TYPICAL SECTION
FROM SUPPLEMENTAL SURVEY.
3. THE GEORGE WASHINGTON MEMORIAL PARKWAY BRIDGE IS SHOWN
FOR REFERENCE PURPOSES ONLY.
2. SUPPLEMENTAL SURVEY WAS PERFORMED IN 2005 AND IS SHOWN
TO MILLING AND OVERLAY.
1. FULL DEPTH PATCHES/JOINT REPAIRS SHALL BE PERFORMED PRIOR
NOTES:
BARRIER MODIFICATION DETAIL 2-A BIFURCATED 3" TO 9"BARRIER MODIFICATION DETAIL 2-A BIFURCATED 9" TO 18"
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(0).dgn
Plotted By: nelson10:44:19 AM
JMT_t105130_12(0).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
12(0)
12(0)
4 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2-#4 Cables
1 - 2" Conduit (Power)
4 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
BORED CONDUIT
6 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
Bored Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - CCTV Cable
1 - DMS Cable
1 - 1 ‚" Conduit (ITS)
Bored Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
2 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
Bored Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
2 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
Bored Conduit
8 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
1 - 1 ‚" Conduit (ITS)
Bored Conduit
4 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
2 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - CCTV Cable
1 - DMS Cable
1 - 1 ‚" Conduit (ITS)
All conduit shall be trenched unless otherwise noted.
1 - CCTV Cable
2 - 1 ‚" Metal Conduit (ITS)
Mounted on Structure
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - CCTV Cables
2 - 1 ‚" Metal Conduit (ITS)
Mounted on Structure
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
2 - CCTV Cables
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - 2" Conduit (Power - Empty)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - Radar Detector Cable
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
4 - #4 Cables
1 - 2" Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - Radar Detector Cable
2 - CCTV Cables
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
Bored Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
2 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 1 •" Metal Conduit (ITS Spare)
1 - 1 ‚" Metal Conduit (Empty)
1 - 12 Strand SMF
1 - 1 ‚" Metal Conduit (ITS)
Mounted on Structure
CONDUIT AND CABLE SCHEDULE
3
J
JC
#4 Conductor
2" Conduit
2 -
1 -
JB-S2
JB-S3
Cabinet and Conduit Detail
N.T.S.
To Power Source#4 Conductor
2" Conduit
2 -
1 -
A
B
C
D
E
G
Device Cables as Required
1 - 1-1#4" Conduit
1 - 12 Strand SMF
1 - 1-‚" Conduit
1 - Tone Wire
1 - 1-1#4" Conduit
1 - 12 Strand SMF
1 - 1-‚" Conduit
Device Cables
2 - 12 Strand SMF
2 - 2" Conduit
cabinets on a modified CF-3 foundation.
All new cabinet installations shall consist of two
F
H
I
J
K
L
M
N
O
P
R
S
T
U
W
X
Y
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(0A).dgn
Plotted By: nelson10:44:32 AM
JMT_t105130_12(0A).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
12(0A)
12(0A)
SIGN/ITS NOTES:
All conduit shall be trenched unless otherwise noted.
8 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
2 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
1 - CCTV Cable
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - 12 Strand SMF
Empty Existing Conduit
8 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
Bored Conduit
4 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - LCS Cable
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
4 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - CCTV Cable
1 - DMS Cable
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
1 - 1 ‚" Metal Conduit (Empty)
2 - CCTV Cables
1 - 1 ‚" Metal Conduit (ITS)
Mounted on Structure
2 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
2 - CCTV Cables
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - DMS Cable
1 - 1 ‚" Conduit (ITS)
Bored Conduit
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - CCTV Cable
1 - 1 ‚" Conduit (ITS)
1 - 12 Strand SMF
1 - 1 ‚" Conduit (ITS)
2 - #4 Cables
1 - 2" Conduit (Power)
1 - Tone Wire
1 - 1 ‚" Conduit (ITS Spare)
1 - DMS Cable
2 - CCTV Cables
1 - 1 ‚" Conduit (ITS)
CONDUIT AND CABLE SCHEDULE
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
Z
PROPOSED EXISTING
PLAN SYMBOL
CCTV CAMERA SITE
ITS LEGEND
OR VDOT OWNED)
TRAFFIC DETECTOR SITE (EXPRESS LANESE V
MONITORING SYSTEMFIXED CCTV CAMERA FOR SHOULDER LANE
E
E
3 CJ
C
E
E
3 CJ
C
SE-5
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(1).dgn
Plotted By: nelson10:45:12 AM
JMT_t105130_12(1).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(1)
12(1)
(1) PTZ ON CELLULAR TOWER
CCTV-1045:
PROPOSED EXISTING
Proposed Sign Panel
Existing Sign to Remain or to be Relocated 95
I NTERSTATE
95
I NTERSTATE
95
I NTERSTATE
Existing Sign to be Removed
MA
TC
H
LIN
E
SE
E
SH
EE
T 12(2)
SIGNS SUPPORTS
SIGN & ITS SUPPORT LEGEND
SYMBOL
Single Post Sign/ITS Support
Double Post Sign/ITS Support
O/H Cantilever Sign/ITS Support
O/H Span Sign/ITS Support
O/H Butterfly Sign/ITS Support
SIGN/ITS NOTES:
AND DO NOT GUARANTEE ANY LEVEL OF COVERAGE.
CAMERA LOCATIONS AND QUANTITY SHOWN ARE CONCEPTUAL ONLY
REQUIREMENTS OF THE RFP AND SPECIFICATIONS. SLMS CCTV
ENSURE THAT THE COVERAGE AND DETECTION MEETS THE
LOCATIONS OF THE FIXED CCTV CAMERAS FOR THE SLMS TO
THE DESIGN BUILDER SHALL BE RESPONSIBLE FOR VERIFYING THE
SHOULDER LANE TAPER AT THE NORTH END OF THE PROJECT).
THE SOUTH END OF THE PROJECT TO THE END OF THE
OF THE SHOULDER USE LANE (FROM THE THEORETICAL GORE AT
FOR OBSTRUCTION AND INCIDENT DETECTION ALONG THE LENGTH
3. A SHOULDER LANE MONITORING SYSTEM (SLMS) SHALL BE PROVIDED
ANY LEVEL OF COVERAGE.
LOCATIONS SHOWN ARE CONCEPTUAL ONLY AND DO NOT GUARANTEE
PROJECT LIMITS DURING ALL SEASONAL CONDITIONS. CCTV CAMERA
AND ALL LANE USE CONTROL SIGNALS AND DMSs WITHIN THE
CCTV CAMERA VIEWING COVERAGE OF I-495 NB AND SB TRAFFIC
2. THE DESIGN BUILDER SHALL BE RESPONSIBLE FOR VERIFYING 100%
SIGNING AND ITS REQUIREMENTS.
INFORMATION AND REQUIREMENTS (PART 2 OF THE RFP) FOR ALL
THE DESIGN-BUILDER SHALL REFER TO THE RFP TECHNICAL
1. PROPOSED SIGN/ITS STRUCTURES AND LOCATIONS ARE CONCEPTUAL.
Proposed Shoulder Lane Control Signal (LCS)
CONNECT FIBER TO EXISTING ETHERNET SWITCH.
CONNECT PROPOSED CONDUIT TO EXISTING CABINET.
- (2) DETECTORS
RADAR TRAFFIC DETECTOR (EXPRESS LANES) - OL:
EXISTING TO REMAIN
- (1) FIXED (POINTING SOUTH - HOT)
- (2) FIXED (POINTING SOUTH - GP)
- (1) FIXED (POINTING NORTH)
- (1) PTZ
CCTV - 1059 (EXPRESS LANES):
EXISTING TO REMAIN
- (1) DETECTOR
RADAR TRAFFIC DETECTOR (EXPRESS LANES) - IL:
EXISTING TO REMAIN
CONTROL PLANSSIGNING AND ITS COMMUNICATION
3 J
J
C
LE
WIN
SVIL
LE
RD
(Rte. 6
94)
TYP
E 1 D
MS
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
OUTER LOOP
INTERSTATE 495 EXPRESS (CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 EXPRESS (CAPITAL BELTWAY) NBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
SIG
N S
TR
UC
TU
RE
NO: O
H-1
R
3 J
C
PC 10
0+0
0.0
0
100
101
102
103
104E
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(2).dgn
Plotted By: nelson10:45:47 AM
JMT_t105130_12(2).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(2)
12(2)
MA
TC
H
LIN
E
SE
E
SH
EE
T 12(1)
MA
TC
H
LIN
E
ST
A. 114
+50 S
EE
SH
EE
T 12(3)
- (2) DETECTORS
RADAR TRAFFIC DETECTOR (EXPRESS LANES) - IL:
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
OVE
RL
AY
SIG
N P
AN
EL
SIG
N S
TR
UC
TU
RE
NO: C
-1
G D A
R
3
J
C
279. 10' Rt.
+11. 33
MONF 235. 97' Rt.
+64. 66
MONF
Soundwall
Face Of
Soundwall
Face OfExist. R/W & L/A Line
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT Highw
ay Plan 0
413-029-007, R
W-2
Exist. R
/W
& L/
A Line
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
105
106
107
108
109
110
111
112
113
114
115
116
117
PT 117
+82.3
1
118
119
E
TT
TCTC
TC
Elec.
HH
Lig
ht
Pole
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
Cab.
Traf.
Cab.
F. O.
MH
F. O.
MH
3 C C3
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(3).dgn
Plotted By: nelson10:46:23 AM
JMT_t105130_12(3).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(3)
12(3)
MA
TC
H
LIN
E
ST
A. 119
+00 S
EE
SH
EE
T 12(4)
MA
TC
H
LIN
E
ST
A. 114
+50 S
EE
SH
EE
T 12(3)
FIXED CCTV CAMERA FOR SLMS
EXISTING ETHERNET SWITCH
CONNECT FIBER TO
TO EXISTING CABINET
CONNECT CONDUIT
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
J
J
(SH
OU
LD
ER
CL
OS
ED)
ME
SS
AG
E 1
(SH
OU
LD
ER
OP
EN)
ME
SS
AG
E 2
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
(2) T
YP
E 3
DM
S
SIG
N S
TR
UC
TU
RE
NO: C
-2
SIG
N S
TR
UC
TU
RE
NO: C
-3
AF
BB
UK
H
AA
3
J
J J
J
C
78. 12' Lt.+58. 22IPF
77. 93.' Lt.+55. 43MONF
212. 35' Rt.
+8. 54
MONF
233. 69' Rt.
+89. 75
MONF
439. 36' Rt.+3. 20
MONF
Conc. Ditch
SoundwallFace Of
SoundwallFace Of
SoundwallFace Of
Per V
DOT
Highw
ay
Plan 0413-0
29-0
07, R
W-2
Exist. R/
W
& L/
A Line
Per VDOT Hi
ghway Plan
0413-029-00
7, RW-2
Exist. R/W & L/A
Line
Per V
DOT Highw
ay Plan 0
413-029-007, R
W-2
Exist. R
/W
& L/
A Line
Per
VDOT Highw
ay Plan
0413-029-007, R
W-2
Exist.
R/W
& L/
A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
119 12
0 121 122 123
PC 12
3+2
6.3
3
124
125
126
127
128
129
130
131
132
S
TCTC
TC
S
EOI
EOI
EOI
Traf.
HH
Traf.
HH
Traf.
HH
E
3 C
3 C
C
J
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(4).dgn
Plotted By: nelson10:46:59 AM
JMT_t105130_12(4).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'12(4)
12(4)
MA
TC
H
LIN
E
ST
A. 119
+00 S
EE
SH
EE
T 12(3)
MA
TC
H
LIN
E
ST
A. 132
+50 S
EE
SH
EE
T 12(5)
PROPOSED CCTV-1
- (1) DETECTOR
RADAR TRAFFIC DETECTOR (EXPRESS LANES):
FIXED CCTV CAMERA FOR SLMSFIXED CCTV CAMERAS FOR SLMS
REMOVE EXISTING SIGN AND LIGHTING
CONNECT FIBER TO EXISTING ETHERNET SWITCH.
CONNECT CONDUIT TO EXISTING CABINET.
SIG
N S
TR
UC
TU
RE
NO: C
-4
SIG
N S
TR
UC
TU
RE
NO: C
-6
EXIS
TIN
G SIG
N
LIG
HTIN
G S
OU
RC
EC
ON
NE
CT
NE
W
SIG
N
LIG
HTIN
G
TO
SIG
N S
TR
UC
TU
RE
NO: C
-5
- (1) PTZ ON CELLULAR TOWER
CCTV - 1050:
EXISTING TO REMAIN
- (1) FIXED (POINTING SOUTH)
- (1) FIXED (POINTING NORTH)
- (1) PTZ
CCTV - 1061 (EXPRESS LANES):
EXISTING TO REMAIN
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
J
J
SE-9A
OL
D
DO
MINIO
N
DR
(Rte. 7
38)
OUTER LOOPINTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
AA N
L
W
AA
CC
M
D
W
ADD
I
A
3
3
3 J
J
J
J
C
C
C
74. 50' Lt.
+97. 26
IPF
74. 56' Lt.
+87. 81
MONF
230. 31' Rt.
+41. 90
IPF223. 98' Rt.+7. 74
IPF
(Variable Width R. O. W.)S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan
0413-029-007, RW-2
Exist. R/W & L/A L
ine
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
133 13
4 135
136
137
138
139
140
PT 14
0+3
0.8
7
141
142
143
144
145
146
TC
TC
S
S
TC
TC
TC
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
F. O.
MH
Elec. J. B.
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(5).dgn
Plotted By: nelson10:47:36 AM
JMT_t105130_12(5).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(5)
12(5)
MA
TC
H
LIN
E
ST
A. 146+0
0 S
EE
SH
EE
T 12(6)
FIXED CCTV CAMERAS FOR SLMS
FIXED CCTV CAMERAS FOR SLMS
MA
TC
H
LIN
E
ST
A. 132
+50 S
EE
SH
EE
T 12(4)
NO: C
-7
ST
RU
CT
UR
E
SIG
N
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
J
J
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
A
A
O
N
L
B
3
J
J
J
C
60. 24' Lt.+51. 57MONF
427. 00' Rt.+58. 41IPF
461. 89' Rt.+27. 19IPF
243. 84 Rt.+84. 347MONF237. 02' Rt.
+61. 02
IPF
244. 30' Rt.+94. 95MONF
Soundwall
Face Of
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT High
way Plan 0
413-02
9-007, R
W-2
Exist. R/W
& L/
A Lin
e
Per V
DOT
Hig
hway P
lan 0413-0
29-0
07, R
W-2
Exist. R
/W
& L/
A Line
Per VDOT
Highwa
y Plan
0413-02
9-007, R
W-2
Exist.
L/A Lin
e
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/
W
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. L/A Line
146
147
148
PC 14
8+7
1.61
149
150
151
152
153
154
155
156 157 15
8 159 16
0
E
E
TC
TC
T
TC
T
w/
F. O.
Cab.
Power Pole
Traf.
Cab.
Elec.
HH
Traf.
HH
F. O.
HH
TC
V
J
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(6).dgn
Plotted By: nelson10:48:13 AM
JMT_t105130_12(6).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(6)
12(6)
MA
TC
H
LIN
E
ST
A. 146+0
0 S
EE
SH
EE
T 12(5)
MA
TC
H
LIN
E
ST
A. 160+0
0 S
EE
SH
EE
T 12(7)
PROPOSED CCTV-2
FOR SLMS
FIXED CCTV CAMERAS
FOR SLMS
FIXED CCTV CAMERAS
FOR SLMS
FIXED CCTV CAMERAS
REMOVE EXISTING SIGN
FIBER CONNECTION.
HARDWIRED POWER AND PROVIDE
- REPLACE SOLAR POWER WITH
- (1) DETECTOR
RADAR TRAFFIC DETECTOR - IDS 2506 IL:
CABINET TO NEW CABINET
FIBER FROM EXISTING DETECTOR
FIBER OPTIC JUNCTION BOX. REROUTE
TIE PROPOSED CONDUIT INTO EXISTING
WITH NEW CABINET
REPLACE EXISTING CABINET
SIG
N S
TR
UC
TU
RE
NO: C
-9
SIG
N S
TR
UC
TU
RE
NO: C
-8
SIG
N S
TR
UC
TU
RE
NO: E
X-5
CONTROL PLANSSIGNING AND ITS COMMUNICATION
EXISTING EMPTY CONDUIT
PROPOSED FIBER IN
J
J
J
J
J
J
OUTER LOOPINTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOPINTERSTATE 495 (CAPITAL BELTWAY) NBL
M
B
W
I
W
GG
R B
EE
P
A E
AS
A
I
I
3
3
3
3
J
J
J
J
J
J
J
J
J
J
J
J
C
C
C
C
151. 85' Lt.+33. 06MONF
204. 29' Lt.+51. 27MONF200. 45' Lt.
+91. 06
MONF
Soundwall
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per VDOT Highway Plan 0
413-029-007, RW-2
Exist. R/W & L/A Li
ne
Per VDOT H
ighway P
lan 0413-029-007, RW-2
Exist. L/A Line
Per V
DO
T
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist. L
/A
Lin
e
Per V
DOT
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist.
R/
W
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/W & L
/A Line
Per VDOT Highway P
lan 0413-029-
007, RW-2
Exist. R/W & L/A
Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line
Per V
DOT
Highw
ay Plan 0413-0
29-0
07, R
W-2
Exist. R
/W
& L/
A Line
Per V
DOT Highw
ay Plan
0413-029-007, R
W-2
Exist. R/
W
& L/
A Line
160
161
162
163
164
165
166
167
168
169
170 171
PT 17
1+54.6
6
172 17
3 174
E
E
E
E
E
E
E
T
TC
E
TC
Traf.
HH
Elec.
HH
Elec.
Cab.
Elec.
HH
Elec.
Box
Traf. Sig
nal
Elec.
HH
Hydrant
EOI
EOI
EOI
Elec.
HH
Elec.
HH
Elec.
HH
Traf.
Cab.
Utility Pole
EOI
w/
Traf.
Cab.
Utility Pole
F. O.
HH
F. O.
Wit. Post
F. O.
Wit. Post
F. O.
HH
F. O.
HH
F. O.
HH
F. O.
Wit. Post
V
V
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(7).dgn
Plotted By: nelson10:48:47 AM
JMT_t105130_12(7).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(7)
12(7)
MA
TC
H
LIN
E
ST
A. 160+0
0 S
EE
SH
EE
T 12(6)
MA
TC
H
LIN
E
ST
A. 174+0
0 S
EE
SH
EE
T 12(8)
PROPOSED CCTV-3
FOR SLMS
FIXED CCTV CAMERAS
REMOVE EXISTING SIGN AND LIGHTING
- (1) DETECTOR
RADAR TRAFFIC DETECTOR - IDS 2503 OL:
EXISTING TO REMAIN
TO
EXIS
TIN
G
LIG
HTIN
G S
OU
RC
E
CO
NN
EC
T
NE
W
SIG
N
LIG
HTIN
G
SIG
N S
TR
UC
TU
RE
NO: C
-11
- (2) DETECTORS
RADAR TRAFFIC DETECTOR - IDS 2504 IL, IDS 2505 IL:
EXISTING TO REMAIN
- (1) PTZ ON CELLULAR TOWER
CCTV - 1055:
EXISTING TO REMAIN
NO: C
-12
ST
RU
CT
UR
E
SIG
N
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
J
J
SE-9A
GE
OR
GE
TO
WN PIK
E(Rte. 193)
OUTER LOOPINTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) NBL
SIG
N S
TR
UC
TU
RE
NO: C
-10
A
II A
L
K
K
P
I
KHH
KJJ
3
3
3
J
J
J
J
J
J
J
C
CC
47. 12'
Lt.+65. 34
MONF
56. 70'
Lt.+83. 51
MONF
258. 26' Rt.+26
. 35IPF
460. 01' Rt.
+99. 41
MONF
Conc. Ditch
Conc.
Ditch
Conc. Ditch
Soundwall
Soundwall
Soundwall
Soundwall
Face Of
Per VDOT
Highwa
y Plan
0413-0
29-007, RW-2
Exist. R/
W & L/A
Line
Per VDOT
Highway
Plan 041
3-029-00
7, RW-2
Exist. R/
W & L/A Li
ne
Per V
DOT High
way Plan 0
413-02
9-007, RW-2
Exist. L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. L/A Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W & L/A Line The
Limited
Access Line In T
his
Area.
Unclear
As T
o The
Locatio
n Of
The
Existin
g Hi
ghwa
y Plans
Are
Per
VDOT Highw
ay Plan
0413-029-007, R
W-2
Exist. R/W
Line
Per VDOT
Highway Pla
n 0413-
029-007
, RW-2
Exist. R/W & L
/A Line
174
175
176
177
178
PC 17
8+4
8.5
4
179
180 18
1 182
183
184
185
186
187
188
EE
V
F. O.
HH
F. O.
Wit. Post
F. O.
Wit. Post
EOI
F. O.
Wit. Post
F. O.
HH
F. O.
HH
Catv Ped.
Utility Pole
F. O. Ped.
Elec.
Meter
Elec. S
witch
(DA
TU
R)
(DA
TU
R)
(DATUR)
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(8).dgn
Plotted By: nelson10:49:24 AM
JMT_t105130_12(8).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(8)
12(8)
MAT
CH
LIN
E
ST
A. 167+0
0 S
EE
SH
EE
T 12(7)
MAT
CH
LIN
E
ST
A. 188+0
0 S
EE
SH
EE
T 12(9)
PROPOSED CCTV-4
FIXED CCTV CAMERA FOR SLMS
FIXED CCTV CAMERAS FOR SLMSFIXED CCTV CAMERAS FOR SLMS
SIGN AND LIGHTING
REMOVE EXISTING
CONTROL PLANSSIGNING AND ITS COMMUNICATION
J
J
J
LIV
E
OA
K
DR
(SH
OU
LD
ER
CL
OS
ED)
ME
SS
AG
E 1
(SH
OU
LD
ER
OP
EN)
ME
SS
AG
E 2
TYP
E 2
DM
S
OUTER LOOPINTERSTATE 495
(CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 (CAPITAL B
ELTWAY) NBL
B-2
SIG
N S
TR
UC
TU
RE
NO: C-13
SIG
N S
TR
UC
TU
RE
NO: C
-14
LIG
HTIN
G S
OU
RC
E
LIG
HTIN
G
TO
EXIS
TIN
G
CO
NN
EC
T
NE
W
SIG
N
K
S
X
I
A
T
J
A
KK
H
A
3
3
3
3
3
J
J
J
J
J
J
J
C
C C
C
C
286. 91' Lt.
+8. 52
MONF
116. 73' Lt.
+23. 49
IPF
261. 52' Rt.+68.
24MONF
259. 87' Rt.
+41. 94
MONF
Conc. Ditch
Conc. Ditch
Sou
ndwall
(Variable Width R. O. W.)
S. B. L.
Interstate 495, Capital Beltway
(Variable Width R. O. W.)
N. B. L.
Interstate 495, Capital Beltway
Per V
DOT
Hig
hway
Plan 0413-0
29-0
07, R
W-2
Exist. R/
W
Line
Per VDOT
Highway Pla
n 0413-
029-007
, RW-2
Exist.
L/A Lin
e Per VDOT H
ighway Plan
0413-029-0
07, RW-2
Exist. R/W & L/A
Line
Per VDOT Highway Plan 0413-029-007, RW-2Exist. R/W & L/A Line
Per VDOT H
ighway Pla
n 0413-029
-007, RW-2
Exist. R/W & L/
A Line
188
189
190 19
1 192
PT 19
2+8
7.7
0
193
194
195
196
197
198
199
200
201
202
E
E
E
TC
TC
TCTC
TC
TC
TC
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Traf.
HH
Lig
ht
Pole
Elec.
Cab.
F. O.
HH
Elec.
HH
Elec.
Cab.
(DATUR)
(DA
TU
R)
(DA
TU
R)
V
V
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(9).dgn
Plotted By: nelson10:50:00 AM
JMT_t105130_12(9).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(9)
12(9)
MAT
CH
LIN
E
ST
A. 188+0
0 S
EE
SH
EE
T 12(8)
MA
TC
H
LIN
E
ST
A. 2
02
+00 S
EE
SH
EE
T 12(10)
PROPOSED CCTV-5
(SEE SHEET NO. 12(10))
TO GEORGE WASHINGTON PARKWAY
BETWEEN I-495 NORTHBOUND AND RAMP
- RELOCATE DETECTOR TO GORE AREA
STRUCTURE
- (1) DETECTOR ON EXISTING OVERHEAD SIGN
RADAR TRAFFIC DETECTOR - IDS 2523 NB:
FOR SLMS
FIXED CCTV CAMERAS
FOR SLMS
FIXED CCTV CAMERAS
FOR SLMS
FIXED CCTV CAMERAS
CONTROL PLANSSIGNING AND ITS COMMUNICATION
POWER AND PROVIDE FIBER CONNECTION.
- REPLACE SOLAR POWER WITH HARDWIRED
- (2) DETECTORS
RADAR TRAFFIC DETECTOR - IDS 2501 SB, IDS 2502 SB:
EXISTING TO REMAINREROUTE EXISTING FIBER TO NEW CABINET.
TIE CONDUIT TO EXISTING JUNCTION BOX.
ELEC. JUNCTION BOX.
TIE CONDUIT TO EXISTING
IN EXISTING CONDUIT
PROP. 12-STRAND SMF
J
J
J
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) NBL
TYP
E 1 D
MS
SIG
N S
TR
UC
TU
RE
NO: O
H-2
FF
B
Z
LL
EE
Y
J
J
3
3
3
J
J
J
J
J
J J
C
C
C
291. 87' Rt.
+34. 42
MONF
423. 86' Rt.
+80. 38
MONF
Conc.
Ditch
Conc. DitchConc. Ditch
Conc. D
itch
Conc. DitchConc. Ditch
Soundwall
Soundwall
Face Of
202
203
204
205
206
207
208
209
210
211
PC 211+8
2.4
2
212
213 214
215
216
E
E
E
E E
E
E
E
E
E
T
EE
Elec.
HH
F. O.
HH
F. O.
HH
Elec.
HH
F. O.
HH
Elec.
HH
F. O.
HH
F. O.
HH
F. O.
Wit. Post
F. O.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
HH
Elec.
Meter
Elec.
HH
Tele.
HH
Elec.
HH
E
Elec.
HH
F. O.
HH
(DA
TU
R)
(DA
TU
R)
V
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(10).dgn
Plotted By: nelson10:50:39 AM
JMT_t105130_12(10).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'
12(10)
12(10)
AND PROVIDE FIBER CONNECTION.
- REPLACE SOLAR POWER WITH HARDWIRED POWER
SIGN STRUCTURE (SEE SHEET NO. 12(9))
- (1) DETECTOR RELOCATED FROM OVERHEAD
RADAR TRAFFIC DETECTOR - IDS 2523 NB:
MA
TC
H
LIN
E
ST
A. 2
02
+00 S
EE
SH
EE
T 12(9)
MAT
CH
LIN
E
ST
A. 2
16+0
0 S
EE
SH
EE
T 12(11)
CELLULAR TOWER
(1) PTZ ON
CCTV - 1060:
BOX. REROUTE FIBER TO NEW CABINET.
TIE CONDUIT TO EXISTING JUNCTION
CONTROL PLANSSIGNING AND ITS COMMUNICATION
IN EXISTING EMPTY CONDUIT
PROP. 12-STRAND SMF
IN EXISTING EMPTY CONDUIT
PROP. 12-STRAND SMF
CELLULAR TOWER
- (1) PTZ ON
CCTV - 1070:
EXISTING TO REMAIN
JJ
SE-9
A
GE
OR
GE
WASHIN
GTON
ME
MORIA
L PK
WY
(Rte. 9
0005)
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) NBL
R
DD
GE
OR
GE
WAS
HIN
GT
ON
ME
MORIA
L PAR
KW
AY
3
C
266. 85' Rt.
+42. 58
(U.S.G.S.)
MONF232. 08
' Rt.+67. 77(U.S.G.S
.)MONF
201. 71' Rt.
+81. 84IPF
215. 75' Rt.
+90. 63MONFConc. Ditch
Conc. Ditc
h
Conc.
Ditch
Conc. Ditch
Conc. Ditch
Conc. Ditch
SoundwallFace Of
(Variable Width R. O
. W.)S. B. L.Interstate
495, Capital Beltway
(Variable Width R. O
. W.)N. B. L.Interstate
495, Capital Beltway
Per VDOT H
ighway P
lan 0413-0
29-007, R
W-2
Exist. R/
W & L/A Li
ne
Per VDOT
Highwa
y Plan
0413-0
29-007, RW-2
Exist.
R/W & L/A
Line
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. L/A Line
Per VDOT
Highwa
y Plan
0413-0
29-007, RW-2
Exist.
L/A Lin
e
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W Line
Per V
DO
T
Hig
hway Pla
n 0413-0
29-0
07, R
W-2
Exist. L
/A
Lin
e
Per VDOT Highway Plan 0413-029-007, RW-2
Exist. R/W Line
216
217
218
219
220
221
222
223
224
225
226 227 2
28
229
PT 229+0
6.5
4
E
E
E
T
TC
TC
T
TV
Elec.
HH
Traf.
HH
Elec.
HH
Elec.
HH
TV
CA
TV
MH
F. O.
Wit. Post
Traf.
HH
Traf.
Cab.
TC
EOI
CA
TV
MH
F. O.
Wit. Post
V
V
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
JMT_t105130_12(11).dgn
Plotted By: nelson10:51:17 AM
JMT_t105130_12(11).dgn
PROJECT MANAGER
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SURVEYED BY, DATE
DESIGN BY
GENERAL NOTES
Whitman Requardt & Associates (703) 293-9717
Whitman Requardt & Associates (703) 293-9717
0495-029-123
0495-029-123
C501495
VDOT
Paul Nishimoto (571) 483-2622
MARCH 12, 2014
CONCEPT PLANS
Johnson, Mirmiran and Thompson 703-464-7369
0
SCALE
50' 100'12(11)
12(11)
MAT
CH
LIN
E
ST
A. 2
16+0
0 S
EE
SH
EE
T 12(10)
PROPOSED CCTV-6
CONTROL PLANSSIGNING AND ITS COMMUNICATION
FIBER CONNECTION.
HARDWIRED POWER AND PROVIDE
- REPLACE SOLAR POWER WITH
STRUCTURE
- (1) DETECTOR ON EXISTING OVERHEAD SIGN
RADAR TRAFFIC DETECTOR - IDS 2520 OL:
EXISTING TO REMAIN
FIBER CONNECTION.
HARDWIRED POWER AND PROVIDE
- REPLACE SOLAR POWER WITH
STRUCTURE
- (1) DETECTOR ON EXISTING OVERHEAD SIGN
RADAR TRAFFIC DETECTOR - IDS 2500 IL:
EXISTING TO REMAIN
IN EXISTING EMPTY CONDUIT
PROP. 12-STRAND SMF
J
J
J
J
J
J
J
J
OUTER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) SBL
INNER LOOP
INTERSTATE 495 (CAPITAL BELTWAY) NBL
D
G
D
R
M
C
R
3
3
J
J
C
C
Written Statement Fully Complaint with RFP
Attachment 4.2.8
4.2.8 Written Statem
ent Fully Com
plaint with RFP
4.2.8 Written Statement Northern Section Shoulder Use
A Design-Build Project
State Project No: (FO) 0495-029-123, P101, C501 / Contract ID No: C001005130DB72
Design Criteria Table and Limits of Construction The F.O. Day/JMT Team’s proposal is fully compliant with the Design Criteria Table included in the RFP Technical Requirements (Part 2) as Attachments 2.2 (shown below) and all other requirements of this RFP, Addendum #1 and Questions & Answers.
We also certify that the proposed limits of construction including all stormwater management facilities are located within the right-of-way limits shown on the RFP/Addendum #1 Conceptual Plans with the exception of permanent and temporary easements. The F.O. Day/JMT Team design concept does not require Design Exception and/or Design Waivers unless they are identified or included in the RFP or Addendum.
Francis O. Day Company, Inc.850 East Gude Dr., Suite ARockville, MD 20850 P. 301.652.2400F. 302.424.3697www.foday.com
4.3 Price ProPosal
state Project No.: (Fo) 0495-029-123, P101, c501Federal Project No.: sTP-495-5(094)contract iD No.: c00105130DB72
March 14, 2014
From: south of old Dominion overpass To: George Washington Memorial Parkway
I-495 NortherNSectIoN Shoulder uSeFaIrFax couNty, Va a Design-Build Project
BEGIN PROJECT
END PROJECT
Live Oak Overpass
Georgetown Pike Ramps
Old Dominion Overpass
GWMP Trumpet
1 of 1
ATTACHMENT 4.0.1.2
DESIGN-BUILD PRICE PROPOSAL CHECKLIST
Project Name: I-495 Northern Section Shoulder Use
in Fairfax County, Virginia Contract ID Number: C00105130DB72
Contents of Price Proposal:
Proposal Price, in both numbers and words (Attachment 4.3.1)
Schedule of Items itemized in accordance with Part 1, Section 4.4.6, including material quantities and costs of each proposed work package
Proposed Monthly Payment Schedule showing the anticipated schedule on which funds will be required and associated value of work in accordance with Part 1, Section 4.4.7
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))
DBE Requirements Forms (C-111, C-49 and C-112) as applicable (Attachments 4.3.5(a), 4.3.5(b) and 4.3.5(c))
CD-ROM containing the entire Price Proposal in a single cohesive
Adobe PDF file
Cost Breakdown Summary4.3.1
4.3.1 Cost Breakdown Sum
mary
Adjustments to Asphalt, Fuel and Steel Prices
4.3.2
4.3.2 Adjustments to
Asphalt, Fuel and Steel Prices
Proposal Guaranty 4.3.3 4.3.3
Proposal Guaranty
Sworn Statement Forms 4.3.4
4.3.4 Sworn Statem
ent Forms
DBE Requirement Forms4.3.5
4.3.5 DBE Requirem
ent Forms
4.4.6 Schedule of Items
4.4.7 Proposed Monthly Payment Schedule
Francis O. Day Company, Inc.850 East Gude Dr., Suite ARockville, MD 20850 P. 301.652.2400F. 302.424.3697www.foday.com
Recommended