DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA

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1 Charles A. Kilpatrick, P.E. Commissioner DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA Date: January 12, 2017 Order No.: 930 Various Project: FHWA: None District: NOVA County: Fairfax Bids: January 25, 2017 To Holders of Bid Proposals: Please make the following changes in your copy of the bid proposal for the captioned project: BID PROPOSAL Substitute form C-21B as the items eligible for fuel adjustment have been revised. Substitute the Schedule of Items as the item description for line number 0030 has been revised, the quantities for line numbers 0040, 0060, 0080, 0100, 0150, 0160, and 0170 have been revised, and line numbers 0112, 0118, and 0255 have been added. Substitute the No Plan Assembly as items have been modified and the Traffic group data provided in the site documents has been updated. Don E. Silies Director of Contracts Construction Division ng Enclosures

2 Virginia Department of Transportation Date Printed: 01/10/2017 Contract ID: CM917PMB Order No.: 930 Bid Items Eligible For Fuel Adjustment FORM C-21B Rev Page 1 Instructions: This form shall be completed in accordance with the Special Provision for Optional Adjustment for Fuel. If you choose to have Fuel Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision. SECTION: Item Number ALL BID ITEMS ltem Description Fuel Factor gal/unit AGGR. BASE MATL. TY. I OR II NO. 21A OR 21B 0.60 ASPHALT CONCRETE SM 9.5E (HIGH POLYMER) 3.50 ASPHALT CONCRETE TY. SM-9.5A 3.50 FLEXIBLE PAVEMENT PLANING 0" - 2" 0.07 Option Signature: (Firm or Corporation) (Vendor No.)

3 Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB Order No.: 930 Contractor: SECTION: Cat Alt Set ID: 0001 ALL BID ITEMS Schedule of Items Page: 2 Oversight/State Project No.: Federal Project No.: NONE Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents TACK COAT 43, GAL 0020 ATTD AGGR. BASE MATL. TY. I OR II NO. 21A OR 21B TON ASPHALT CONCRETE SM 9.5E (HIGH POLYMER) 2, TON ASPHALT CONCRETE TY. SM-9.5A 36, TON 0050 ATTD SURF. PREPARATION & RESTORATION TYPE II 5, TON FLEXIBLE PAVEMENT PLANING 0" - 2" 400, SY 0070 ATTD MAINTENANCE OF TRAFFIC MOT LUMP SUM LUMP SUM 0080 ATTD TRAFFIC CONTROL SPEED HUMP (FOLLOW THE STANDARD TYPICAL) EA 0090 ATTD TRAFFIC CONTROL SPEED TABLE (FOLLOW THE STANDARD TYPICAL) EA TYPE B CLASS I PAVE. LINE MARKING 4" 116, LF 0110 ATTD BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 4" LF

4 Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB Order No.: 930 Contractor: SECTION: Cat Alt Set ID: 0001 ALL BID ITEMS Schedule of Items Page: 3 Oversight/State Project No.: Federal Project No.: NONE Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents TYPE B CLASS I PAVE. LINE MARKING 8" LF 0118 ATTD BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 8" LF 0120 ATTD BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 12" LF TYPE B CLASS I PAVE. LINE MARKING 12" LF 0140 ATTD BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 24" LF TYPE B CLASS I PAVE. LINE MARKING 24" LF 0160 ATTD PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") 232, LF 0170 ATTD PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") LF PAVEMENT MARKING "STOP AHEAD" EA 0190 ATTD BONUS ELIGIBLE PAVEMENT MARKING "STOP AHEAD" EA

5 Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB Order No.: 930 Contractor: SECTION: Cat Alt Set ID: 0001 ALL BID ITEMS Schedule of Items Page: 4 Oversight/State Project No.: Federal Project No.: NONE Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents 0200 ATTD BONUS ELIGIBLE PAVEMENT MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) PAVEMENT MESSAGE MARK. ELONGATED ARROW SINGLE 0220 ATTD BONUS ELIGIBLE PAVEMENT MESSAGE MARK. ELONGATED ARROW SINGLE PAVEMENT MESSAGE MARK. ELONGATED ARROW DOUBLE 0240 ATTD BONUS ELIGIBLE PAVEMENT MESSAGE MARK. ELONGATED ARROW DOUBLE 0250 ATTD PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) EA EA EA EA EA EA " METAL CONDUIT LF Section: 0001 Total:

6 Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB Order No.: 930 Contractor: SECTION: Cat Alt Set ID: 0002 ALTERNATE ITEM Schedule of Items Page: 5 Oversight/State Project No.: Federal Project No.: NONE Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents 0260 ATTD SELECT MATERIAL ALTERNATE SHOULDER MATERIAL TON Section: 0002 Total: Total Bid:

7 105 TIER 1 PROJECT NO PLAN RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION: MAINTENANCE: X DISTRICT: NOVA CITY/COUNTY: Fairfax UPC NO.: FUNCTIONAL CLASS Urban Local FHWA 534 DATA TYPE CODE MAIN ROUTE: Various PROJ. FEDERAL NO.: N/A FROM: Various Fairfax Secondary Roads TO: Various Fairfax Secondary Roads LENGTH (FEET): Various MILES Various TOPO: N/A DESIGN SPEED (MPH): Varies VPD (YEAR) Varies PROJECT MGR: Chandra Manandhar R/W DONATION: N/A Utilities N/A and/or Railroads N/A are involved in the construction of this project. This project is to be constructed in accordance with the Department's 2007 Road and Bridge Specifications, 2008 Road and Bridge Standards, 2009 MUTCD, 2011 Virginia Supplement To The MUTCD, 2011 Virginia Work Area Protection Manual and as amended by contract provisions and the complete plan assembly. Design features relating to construction or to regulation and control of traffic may be subject to change as deemed necessary by the department. All work shall be performed within the existing right of way. RECOMMENDED FOR APPROVAL FOR CONSTRUCTION 10/21/2016 Jan S. Vaughan DATE DISTRICT PLANNING AND INVESTMENT MANAGER 10/21/2016 Nicholas J. Roper DATE DISTRICT PROJECT DEVELOPMENT ENGINEER APPROVED FOR CONSTRUCTION 10/21/2016 Helen L. Cuervo DATE DISTRICT ADMINISTRATOR Copyright 2016 Commonwealth of Virginia

8 106 NOVA GENERAL NOTES Protection of Items It shall be the Contractor s responsibility to protect all items in the roadway, shoulders and Right-of-Way to include, but not limited to, drop inlets, electrical junction boxes, manhole covers, adjacent concrete items and concrete entrance aprons throughout the course of this work. Failure to protect such items will result in their replacement and/or a thorough cleaning to the satisfaction of the Engineer, at no additional expense to the Department. Utilities The Contractor shall preserve, protect and coordinate the adjustment of all utility components located within the perimeter of Crack Sealant or resurfacing to include, but not limited to, drainage structure grates, drains, and utility box covers, if applies. Notice to the Public - Contractor shall furnish and post temporary No Parking signs at least 72 hours prior to commencing work. If the construction date follows a holiday or weekend, the 72 hours shall be in addition to the weekend or holiday. Temporary signs shall contain dates and times of parking restrictions, which shall contain the exact wording as the example furnished by the Department. The Contractor shall also hand deliver Department furnished notices of construction and the No Parking restrictions to all homes and businesses adjacent to the construction area. In the case of apartment buildings, the notice shall be delivered to the management. For work in Fairfax County, the Contractor shall notify the Fairfax County Police Traffic Safety Division Commander at (703) after the signs have been posted and notices delivered. The Contractor shall provide a copy of the notice to the Traffic Division Commander. The Contractor shall visually inspect the construction site each day after the placement of "No Parking" signs to ensure they are still in place. Any damaged or missing signs shall be promptly replaced. All "No Parking" signs shall be removed and disposed of upon completion of the work. The cost for signage is included in the bid price for HMA or other items Night Work In areas where work is to be performed during the hours of dusk or darkness, the Contractor shall furnish, place and maintain lighting facilities capable of providing light of sufficient intensity to facilitate good workmanship and proper inspection at all times. The lights shall be arranged so as not to interfere with or impede traffic approaching the work site(s) from either direction or produce undue glare to property owners. Sufficient light shall be provided to properly perform and inspect every phase of the operation as detailed in section including the layout and installation of pavement markings and traffic loops. Lighting integral to or attached to working mobile equipment such as rollers, pavers or the like shall not be considered sufficient for the purpose of all the phases of this specification. The cost of providing lighting of the work site shall be considered incidental and included in the cost of other items of work. The Contractor shall provide sufficient fuel, spare lamps, generator, etc. to maintain the lighting of the work site. The Contractor shall utilize padding, shielding or locate mechanical and electrical equipment to minimize noise generated by lighting operations as directed by the Engineer. Noise generated by portable generators shall comply with all applicable Federal, State and Local environmental regulations. The Contractor shall have a superintendent present during nighttime operations who will control all operations involved. He shall maintain contact with the Engineer and shall ensure that all required actions are taken promptly to correct any problem noted. All private vehicles shall be parked outside the clear zone. The Contractor shall continually review traffic control devices to ensure proper installation and working order, including monitoring of lights. The individual responsible for this review shall be an American Traffic Safety Services Association Certified Worksite Supervisor. Sound levels resulting from the Contractor s operations shall conform to the requirements of Section ; (b), 3. The Contractor will be responsible for obtaining all noise permits from the local jurisdiction as applicable.

9 107 Notice to the Public - Contractor shall furnish and post temporary No Parking signs at least 72 hours prior to commencing work. If the construction date follows a holiday or weekend, the 72 hours shall be in addition to the weekend or holiday. Temporary signs shall contain dates and times of parking restrictions, which shall contain the exact wording as the example furnished by the Department. The Contractor shall also hand deliver Department furnished notices of construction and the No Parking restrictions to all homes and businesses adjacent to the construction area. In the case of apartment buildings, the notice shall be delivered to the management. For work in Fairfax County, the Contractor shall notify the Fairfax County Police Traffic Safety Division Commander at (703) after the signs have been posted and notices delivered. The Contractor shall provide a copy of the notice to the Traffic Division Commander. The Contractor shall visually inspect the construction site each day after the placement of "No Parking" signs to ensure they are still in place. Any damaged or missing signs shall be promptly replaced. All "No Parking" signs shall be removed and disposed of upon completion of the work. The cost for signage is included in the bid price for latex/slurry. Mill and overlay and straight overlay: An overlay shall include resurfacing tie-ins and tie-backs to the existing pavement joints or marking changes as necessary at all entrances, crossovers, intersections and ramps. Paving joints locate approximately 50 beyond the paving radius or stop bar locations. See Diagrams I & II below!

10 108 TRAFFIC MANAGEMENT PLAN A. Temporary Traffic Control Plan 1) General Notes a) Unless specified otherwise, the work zone shall be maintained according to Section 512 Maintaining Traffic of the 2007 Virginia Road and Bridge Specifications and SPCN Limitation of Operations in the contract. b) The following traffic control specifications from the Virginia Work Area Protection Manual will be used as needed: TTC-4, TTC-12, TTC-13, TTC-15, TTC-16, TTC-17, TTC-18, TTC-23 and TTC-24. c) There are no identified areas within the right of way for the contractor to store equipment and materials. The contractor must make arrangements for these areas according to VDOT policies. d) Section of the Highway Laws of Virginia limits the control of traffic in a signalized intersection to law-enforcement personnel and uniformed school crossing guards only. For control of traffic in a signalized intersection, the use of lawenforcement personnel shall be used. 2) Special s a) Night and Day work will be in accordance to SECTION LIMITATIONS OF OPERATIONS. These time frames are subject to change as determined by the VDOT Engineer. The Contractor is responsible for obtaining approval for night work operations as required by local County noise ordinances. b) The VDOT Engineer reserves the right to monitor traffic conditions impacted by the work and the VDOT Engineer shall have the authority to impose additional restrictions for other holidays or special local events as determined necessary in the event that safety or other conditions warrant. VDOT has the authority to change or alter the work time frame(s) accordingly. c) For towing and traffic enforcement within the approved construction site, the Contractor shall contact the local police contacts (as listed in step 1 of the Incident Response Section of the Transportation Operations Plan below). B. Public Communications Plan for Incidents in the Work Zone The public communications plan is contained in the Incident Response Section of the Transportation Operations Plan below. The lane closures will be governed by the times established by the Regional Traffic Engineer for lane closure periods. C. Transportation Operations Plan 1) Lane Closure Reporting No later than Wednesday before each subsequent week s scheduled work, proposed lane closures must be ed to NRO STC Operations in Outlook. The following format shall be used when sending the e- mails: Example: Roadway, direction: I-95 NB Specific location: From Stafford county Line to Mine Road Date, time: Tue from 9:30 am to 3:00 pm Type of closure: Mobile right Lane Closure Type of work: Installing Pavement Markers Police: Yes Contact Info: Charlie Sheen: 540-xxx-xxxx Emergency Contact: Sam Sneed: 571-xxx-xxxx

11 109 On the day the closure is scheduled, the inspector is responsible for calling TOC directly at to confirm the lane closure start/end times for each day of work. If scheduled work is no longer going to take place, the inspector shall notify TOC as soon as possible. 2) Incident Response The following is a list of local emergency contact agencies and procedures to respond to traffic incidents that may occur in the Work Zone: a) Contractor will notify State (or local) Police and VDOT Inspector in Charge. 911 Center: 911 Fairfax County Police Traffic Safety (703) (703) on holidays/weekends Prince William County Police (703) Loudoun County Sheriff s Office (703) Virginia State Police (800) b) Depending upon severity of incident, contractor may have to shut down work. c) Upon arrival on scene, State (or local) Police will determine response necessary to guide the traveling public around the incident. d) Inspector will notify Construction Manager or Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor s Work Zone to verify the proper setup. e) Process of notification of incident to be followed is for the Contractor to call: Project/Maintenance of Traffic Coordinator Senior Inspector Construction Manager, Benjamin Ernst, Area Construction Engineer, Ebbie Attar P.E., District Work Zone Safety Coordinator, Brian Fry, Regional Traffic Engineer, Sylvia A. Spriggs, District Public Affairs Manager, Jennifer McCord, f) The State or (or local) Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, the Area Construction Engineer, VDOT project personnel, VDOT traffic safety representatives and the State (or local) Police (if necessary) to discuss modification and implementation of an improved traffic control plan.

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14 Lane Closure Guidelines 9/21/2016 VDOT - NOVA Instruction The purpose of this memorandum is to present guidelines for lane closure hours for construction, maintenance, permits, and special events in Northern Virginia. The first version of the lane closure guidelines was issued in April In the past four years, there have been completed and on-going roadway construction projects in the NoVA District, such as I-495 and I-95 express lanes and the I-66 spot improvements. As these guidelines are applied and implemented, modifications and updates to these guidelines have become necessary. Same as the previous version, the modifications were made based on traffic volume; roadway characteristics; comments from staff; and considering the public tolerance for the lane closure during certain time periods of the day. It should be noted that these guidelines must be used as a starting point for discussion at the project level. On large scale projects with robust community outreach and a Traffic Management Plan, these hours could be extended. If project staff would like to modify these hours for interstate or major arterials, they must work with NRO Traffic Operations staff for recommendations and obtain final approval from their functional Assistant District Administrator (ADA). Please review the existing contracts and discuss the deviations from these hours with your functional ADA. Restriction of Operations: In addition to the allowable lane closure hours specified in the tables, the restrictions listed below shall be followed. 1. Peak Hours Lane Closures Any lane reductions (temporary or permanent) during the peak periods (Monday to Friday, 6:00AM to 9:00AM and 3:30PM to 6:30PM) on roads with an AADT above or equal to 10,000 vehicles requires consultation with the Regional Operations Director (ROD) and Public Affairs Manager. 2. Complete Roadway Closures If there are complete road closures on any road for construction or maintenance work, the ROD and Public Affairs Manager must be consulted. Complete Roadway Closures shall be limited to 20 to 30 minutes intermittent stoppage for some specific work activities. If the closure duration is above 30 minutes, it shall be approved separately with full Maintenance of Traffic and Traffic Management Plans. 3. Construction in Residential Subdivisions Road work within residential subdivisions and/or cul-de-sac streets should be conducted during daytime hours to avoid night time noise issues. Page 1121

15 Lane Closure Guidelines 9/21/2016 VDOT - NOVA 4. Express Lanes (I-95 & I-495) All I-95 and I-495 Express Lane closures shall be coordinated with the Express Lanes Operations Center at least 5 business days in advance using their Authorization to Work form (available from the Express Lanes Operations Center at (571) Complete road closures on the I-95 Express Lanes and I-495 Express Lanes will be limited to 30 minutes or less 5. Holiday In addition to the Sunday or Holiday work limitations, mobile, short duration, short-term stationary or intermediate-term stationary temporary traffic control zone lane closures on mainline lanes, shoulders or ramps shall not be performed during the following Holiday time periods without the written permission of the Engineer. Additionally, long-term stationary temporary traffic control zones shall not be initially put in place, adjusted, or removed during the following Holiday time periods without the written permission of the Engineer (VDOT 2016 Standard Specifications, updated 7/2016): January 1: From Noon on the preceding day until Noon on the following day, except as indicated below. Martin Luther King, Jr. Day and Lee Jackson Day*: From Noon on the preceding Thursday to Noon on the following Tuesday. Presidents Day*: As indicated below. Easter*: As indicated below. Memorial Day: As indicated below. July 4: From Noon on the preceding day until Noon on the following day, except as indicated below. Labor Day: As indicated below. Columbus Day*: As indicated below. Veterans Day*: From Noon on the preceding day until Noon on the following day, except as indicated below. Thanksgiving Day: From Noon on the Wednesday proceeding Thanksgiving Day until Noon on the Monday following Thanksgiving Day. Christmas Day: From Noon on the preceding day until Noon on the following day, except as indicated below. If the Holiday occurs on a Friday or Saturday: From Noon on the preceding Thursday to Noon on the following Monday. If the Holiday occurs on a Sunday or Monday: From Noon on the preceding Friday to Noon on the following Tuesday. *Note: For low volume roadways (minor arterial), lane closures will not be allowed during the holidays; however, there will be no restriction to the preceding day and the following day. Page 1132

16 Lane Closure Guidelines 9/21/2016 VDOT - NOVA Segment 1 Segment 2 Segment 3 Segment 4 Segment 5 Segment 1 Segment 2 Segment 3 Segment 4 Segment 5 WEEKDAY 14 th St. Bridge to Springfield Interchange Springfield Interchange to Rt.123 Rt.123 to Prince William / Stafford County line Prince William / Stafford County line to Rt.3 Exit 130 Rt.3 Exit 130 to Caroline / Hanover County line WEEKDAY 14 th St. Bridge to Springfield Interchange Springfield Interchange to Rt.123 Rt.123 to Prince William / Stafford County line Prince William / Stafford County line to Rt.3 Exit 130 Rt.3 Exit 130 to Caroline / Hanover County line INTERSTATE 395 & INTERSTATE 95 Single-Lane Closures or Shoulder 10:00AM to 3:00PM 9:00PM to 5:00AM 9:30AM to 3:30PM 9:00PM to 5:00AM 9:30AM to 3:30PM 9:00PM to 5:00AM 9:30AM to 3:30PM 9:00PM to 4:30AM 9:00AM to 3:30PM 9:00PM to 5:30AM Single-Lane Closures or Shoulder 10:00AM to 2:30PM 9:30PM to 5:00AM 9:00AM to 2:00PM 9:30PM to 5:00AM 9:00AM to 2:00PM 9:30PM to 6:00AM 9:00AM to 2:00PM 9:30PM to 6:00AM 9:00AM to 3:00PM 9:30PM to 6:00AM Northbound Two-Lane Closures Multiple-Lane Closures Complete Road Closure 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 4:30AM 11:00PM to 4:00AM 12:00AM to 4:00AM 10:00PM to 4:30AM n/a 12:00AM to 4:00AM 10:00PM to 4:30AM n/a 12:00AM to 4:00AM All lanes open at 12:00 noon on Friday Southbound Two-Lane Closures Multiple-Lane Closures Complete Road Closure 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:30AM n/a 12:00AM to 4:00AM 10:00PM to 5:30AM n/a 12:00AM to 4:00AM All lanes open at 11:00am on Friday 114 Page 3

17 Lane Closure Guidelines 9/21/2016 VDOT - NOVA WEEKEND INTERSTATE 395 & INTERSTATE 95 Single-Lane Closures or Shoulder Northbound/Southbound* Multiple-Lane Closures Complete Road Closure Friday to Saturday 10:00PM to 7:00AM 11:00PM to 6:00AM 12:00AM to 5:00AM Saturday to Sunday 10:00PM to 7:00AM 11:00PM to 6:00AM 12:00AM to 5:00AM Sunday to Monday 10:00PM to 5:00AM 11:00PM to 4:00AM 12:00AM to 4:00AM * For special operations, depending on time of year, additional hours may be allowed with proper ADA/ROD approval. REVERSIBLE LANES (HOV & EXPRESS LANES)* Single-Lane Closures or Shoulder Complete Road Closure** WEEKDAY 9:30PM (Sunday to Thursday) to 4:00AM (Monday to Friday) 11:00PM to 4:00AM WEEKEND 11:00PM (Friday to Saturday) to 9:00AM (Saturday to Sunday) 11:00PM to 4:00AM * Direction of traffic control for all lane closures in reversible lanes will need to be adjusted as necessary to face direction of traffic. ** Complete Road Closure on Express Lanes limited to 30 minutes or less. Page 115 4

18 Lane Closure Guidelines 9/21/2016 VDOT - NOVA Segment 1 Segment 2 Segment 1 Segment 2 WEEKDAY A. L. Bridge to Springfield Interchange Springfield Interchange to W.W. Bridge WEEKDAY A. L. Bridge to Springfield Interchange Springfield Interchange to W.W. Bridge WEEKEND INTERSTATE 495 (BELTWAY) Single-Lane Closures or Shoulder 10:00AM to 3:00PM 9:30PM to 5:00AM 10:00AM to 3:00PM 9:30PM to 5:00AM Single-Lane Closures or Shoulder 9:30AM to 2:30PM 9:30PM to 5:00AM 10:00AM to 3:00PM 9:30PM to 5:00AM Single-Lane Closures or Shoulder Inner Loop Two-Lane Closures Multiple-Lane Closures Complete Road Closure 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 5:00AM 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 5:00AM All lanes open at 12:00 noon on Friday Outer Loop Two-Lane Closures Multiple-Lane Closures Complete Road Closure 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 5:00AM 10:00PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 5:00AM All lanes open at 12:00 noon on Friday Inner/Outer Loop Multiple-Lane Closures Complete Road Closure Friday to Saturday 10:00PM to 8:00AM 11:00PM to 7:00AM 12:00AM to 5:00AM Saturday to Sunday 10:00PM to 9:00AM 11:00PM to 8:00AM 12:00AM to 5:00AM Sunday to Monday 9:30PM to 5:00AM 11:00PM to 5:00AM 12:00AM to 5:00AM Single-Lane Closures or Shoulder EXPRESS LANES Complete Road Closure** WEEKDAY 9:30PM (Sunday to Thursday) to 4:00AM (Monday to Friday) 11:00PM to 4:00AM WEEKEND 11:00PM (Friday to Saturday) to 9:00AM (Saturday to Sunday) 11:00PM to 4:00AM ** Complete Road Closure on Express Lanes limited to 30 minutes or less. Page 116 5

19 Lane Closure Guidelines 9/21/2016 VDOT - NOVA Segment 1 Segment 2 Segment 3 Segment 1 Segment 2 Segment 3 WEEKDAY Prince William County line to Route 286 Route 286 to Beltway Beltway to TR Bridge (Inside Beltway) WEEKDAY Prince William County line to Route 286 Route 286 to Beltway Beltway to TR Bridge (Inside Beltway) * Only be considered for three lane segment. ** Consider opening shoulder lane, where Applicable. WEEKEND Outside Beltway Single-Lane Closures or Shoulder 10:00AM to 3:30PM 8:00PM to 5:00AM 11:00AM to 3:30PM 9:00PM to 5:00AM INTERSTATE 66 Eastbound Two-Lane Closures Multiple-Lane Closures Complete Road Closure 9:00PM to 5:00AM 10:00PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:00AM** 11:00PM to 5:00AM** 12:00AM to 4:00AM 9:30PM to 5:00AM n/a n/a 12:00AM to 4:00AM Single-Lane Closures or Shoulder 9:00AM to 2:30PM 9:00PM to 6:00AM 9:00AM to 2:00PM* 9:30PM to 5:00AM 9:30AM to 2:00PM* 10:00PM to 5:00AM Single-Lane Closures or Shoulder All lanes open at 12:00 noon on Friday Westbound Two-Lane Closures Multiple-Lane Closures Complete Road Closure 9:30PM to 6:00AM 10:30PM to 5:00AM 12:00AM to 4:00AM 10:00PM to 5:00AM** 11:00PM to 5:00AM** 12:00AM to 4:00AM 10:00PM to 5:00AM** n/a 12:00AM to 4:00AM All lanes open at 12:00 noon on Friday Eastbound/Westbound Multiple-Lane Closures Page Complete Road Closure Friday to Saturday 9:00PM to 9:00AM 10:00PM to 6:00AM 12:00AM to 5:00AM Saturday to Sunday 9:00PM to 9:00AM 10:00PM to 6:00AM 12:00AM to 5:00AM Sunday to Monday 8:00PM to 5:00AM 9:00PM to 5:00AM 12:00AM to 4:00AM Inside Beltway Single-Lane Closures or Shoulder Multiple-Lane Closures Complete Road Closure Friday to Saturday 10:00PM to 6:00AM n/a 12:00AM to 5:00AM Saturday to Sunday 10:00PM to 6:00AM n/a 12:00AM to 5:00AM Sunday to Monday 9:30PM to 5:00AM n/a 12:00AM to 4:00AM

20 Lane Closure Guidelines 9/21/2016 VDOT - NOVA WEEKDAY Single-Lane Closures or Shoulder ROUTE 267 CONNECTOR Eastbound Complete Road Closure Single-Lane Closures or Shoulder Westbound Complete Road Closure Monday to Friday 11:00AM to 3:00PM 9:30PM to 5:00AM 12:00AM to 4:00AM 9:30AM to 3:00PM 9:00PM to 5:00AM 12:00AM to 4:00AM All lanes open at 12:00 noon on Friday WEEKEND Single-Lane Closures or Shoulder Eastbound/Westbound Complete Road Closure Friday to Saturday 10:00PM to 8:00AM 12:00AM to 5:00AM Saturday to Sunday 11:00PM to 8:00AM 12:00AM to 5:00AM Sunday to Monday 9:00PM to 5:00AM 12:00AM to 4:00AM Page 118 7

21 Lane Closure Guidelines 9/21/2016 VDOT - NOVA Single-Lane Closures* or Shoulder ARTERIAL Major Arterials** All Other Roadways WEEKDAY WEEKEND Monday to Thursday Friday Friday to Saturday Saturday to Sunday Sunday to Monday 9:30AM to 3:00PM 10:00PM to 5:00AM 9:30AM to 2:00 PM 10:00PM to 9:00AM 10:00PM to 8:00AM 10:00PM to 5:00AM 9:00AM to 3:30PM 9:00PM to 5:00AM 9:00AM to 2:00 PM 10:00PM to 9:00AM 9:00PM to 9:00AM 10:00PM to 5:00AM ARTERIAL WEEKDAY Multiple-Lane Closures WEEKEND Monday to Thursday Friday Friday to Saturday Saturday to Sunday Sunday to Monday Major Arterials** 10:00PM to 5:00AM Not allowed until 11:00PM 11:00PM to 5:00AM 11:00PM to 6:00AM 11:00PM to 5:00AM All Other Roadways 9:00PM to 5:00AM Not allowed until 10:00PM 10:00PM to 6:00AM 10:00PM to 6:00AM 10:00PM to 5:00AM *Single-lane closures only permitted for multiple-lane roadways. **Major Arterials defined as Primary Roads, high volume Secondary Roads, and all other routes that connect directly to Interstates. Page 119 8

22 120 Contract PM-9B-17 PM-9B-17 Interstate U.S. Highway Primary State Highway Primary GIS_DATA.SDE_VA_JURISDICTIONS

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25 PM-10 LANE C L LANE C L 1-0" 1-10" 5" 2-5" 3-0" 6" 6-0" 2-6" 2-3" 2-0" 9" 3-0" R = 1-9" R = 2-5" 1-0" 7" 1-2" 1-3" 6-0" LANE C L 8" 8" 8" 1-10" 3" 8" 1-8" 2-0" BICYCLIST THRU ARROW LANE C L 6" 1-8" 1-3" 1-6" 4-10" BICYCLIST THRU ARROW (LEFT OR RIGHT) 6" 6" 6" 16" 8" 8" 3 " 9" 2-7" 1-10 " 9 " 1-2" 1-2 " 7" 1-2 " 11" 9" 8" 11" 5"5" 7" 1-6" 6" 6-0" 8 " 4 " 4" 7" 4-0" 4 " 1-5" 5" 1-5" 4 " 1" 1-2" 11" 1-3" 8" 6 " 1-11" 6-0" 9-4" NOTES: 3" 8" 3" 3" 8" 3" 3-4" 1 -" 3-4" 1 -" 1. 1 GRID UNIT = 4 INCHES 1" 1" 2. ALL SYMBOLS/LEGEND SHALL BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. HELMETED BICYCLIST SYMBOL SHARED LANE MARKING SYMBOL ROAD AND BRIDGE STANDARDS SHEET 8 OF 15 REVISION DATE NEW 01/ A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SYMBOL DETAILS 123 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 704

26 Commonwealth of Virginia -- Department of Transportation District: NOVA Maintenance Division Date: 1/3/2017 Page 1 of (R-VA029SC00600EB) Milepost From: Joint 123' south from center line of Gunston Hall Entrance IX Milepost To: Joint 38' north from center line of River Dr From Intersection: 8.54 Miles: Gunston Rd, Rte 600 E/W; Outlet, (Fairfax County); 112FT , To Intersection: Miles: River Dr; Rt. 1014E/W (Fairfax County) -38FT , Street Names: Gunston Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various TON Locations ASPHALT CONCRETE TY. SM-9.5A Mainline TON ASPHALT CONCRETE TY. SM-9.5A Turn Lanes and Tie-Ins TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 270 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY FLEXIBLE PAVE.PLANING 0"-2" Turn Lanes and Tie-Ins SY NS TRAFFIC CONTROL 2 EA Speed Table (Follow the Standard Typical) TY.B CL.I PAVE. LINE MARK. 4" - White LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow LF TY.B CL.I PAVE. LINE MARK. 24" - White 11 LF NS PAVEMENT MARKING "STOP AHEAD" NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") NS PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 1 LF LF 22 LF 50 EA 623 (R-VA029SC00623NB) Milepost From: ' East from center line of Mount Vernon Memorial Hwy XIII Milepost To: ' South from center line of Adrienne Dr From Intersection: 3.39 Miles: Mount Vernon Memorial Hwy; VA-235S; /S; VA-235N 90FT , To Intersection: 3.47 Miles: Adrienne Dr; Rt. 3124E/W (Fairfax County) -50FT , Street Names: Old Mill Rd 124

27 125 Page 2 of 55 Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity NS ASPHALT CONCRETE Mainline TON SM 9.5E High Polymer SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 36 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY TY.B CL.I PAVE. LINE MARK. 4" - White 357 LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow 461 LF NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") Miscellaneous Notes Material Transfer Vehicle (MTV) is required for this route LF 623 (R-VA029SC00623NB) Milepost From: 0 Old Mill Rd/Lukens Ln X Milepost To: ' N from center line of Mount Vernon Memorial Hwy From Intersection: 0 Miles: Old Mill Rd; Rt. 624E/W (Fairfax County) , To Intersection: 1.27 Miles: Mount Vernon Memorial Hwy; VA-235N/S -142FT , Street Names: Old Mill Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON ASPHALT CONCRETE TY. SM-9.5A Turn Lanes TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 457 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY FLEXIBLE PAVE.PLANING 0"-2" Turn Lanes SY TY.B CL.I PAVE. LINE MARK. 4" - White LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow LF NS PAVEMENT MARKING - Yellow TEMP. PAVE. LINE MARK (TY F) (4") PAVEMENT MESSAGE MARK. ELONGATED ARROW S NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) Miscellaneous Notes Miscellaneous Notes Width of the road is averaged. Exclude concrete bridge LF 2 EA 10 EA

28 126 Page 3 of (R-VA029SC00624EB) Milepost From: Flow line of Richmond Hwy X Milepost To: PJ 45' from Old Mt Vernon Rd From Intersection: 0.61 Miles: Richmond Hy; US-1N 30FT , To Intersection: 2.17 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -45FT , Street Names: Lukens Ln Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON ASPHALT CONCRETE TY. SM-9.5A Parking lane TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 28 TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 275 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY FLEXIBLE PAVE.PLANING 0"-2" Parking lane SY /1 ENCLOSED COND. CABLE 796 LF SAW CUT 3/8" 264 LF SAW CUT 5/8" 60 LF TY.B CL.I PAVE. LINE MARK. 4" - White 8406 LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow LF TY.B CL.I PAVE. LINE MARK. 8" 105 LF TY.B CL.I PAVE. LINE MARK. 24" - White 149 LF NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") NS PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") PAVEMENT MESSAGE MARK. ELONGATED ARROW S NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) LF 136 LF 2 EA 28 EA " METAL CONDUIT 10 LF Miscellaneous Notes Skip intersection at Mt. Vernon Memorial Hwy (Rte 235)

29 127 Page 4 of (R-VA029SC00721EB) Milepost From: ' N from the nose of island at Gunston Rd VII Milepost To: 0.83 Pohick Bay Dr From Intersection: 0 Miles: Gunston Rd; VA-242E/W, Rt. 600E/W (Fairfax County) 50FT , To Intersection: 0.83 Miles: 0FT , Street Names: Pohick Bay Dr AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various TON Locations ASPHALT CONCRETE TY. SM-9.5A Mainline TON ASPHALT CONCRETE TY. SM-9.5A Gore Area TON TY.B CL.I PAVE. LINE MARK. 4" - White 1619 LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow 4996 LF NS PAVEMENT MARKING LF TEMP. PAVE. LINE MARK (TY F) (4") PAVEMENT MESSAGE MARK. ELONGATED 1 EA ARROW S Miscellaneous Notes Overlay the road 801 (R-VA029SC00801EB) Milepost From: ' east from the center line of Old Mount Vernon Rd VIII Milepost To: ' from the center line of Mount Vernon Hwy From Intersection: 0 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) 51FT , To Intersection: 0.34 Miles: Mount Vernon Hy; VA-235N/S -32FT , Street Names: Surrey Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 42 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

30 128 Page 5 of (R-VA029SC00888NB) Milepost From: 0 Gateshead Rd IX Milepost To: ' south from the flow line of Richmond Hwy From Intersection: 0 Miles: Gateshead Rd; Rt. 3710E/W (Fairfax County) , To Intersection: 0.49 Miles: US-1N -65FT , Street Names: Radford Ave ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 20 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY TY.B CL.I PAVE. LINE MARK. 4" - White 86 LF NS PAVEMENT MARKING 172 LF TEMP. PAVE. LINE MARK (TY F) (4") 1027 (R-VA029SC01027EB) Milepost From: 0 Cul-de-Sac after Millbrook Pl VI Milepost To: ' west of Old Mount Vernon Rd From Intersection: 0 Miles: Colonial Av; Millbrook Pl; Rt. 3375N/S (Fairfax County) , To Intersection: 0.43 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -48FT , Street Names: Colonial Ave TACK COAT GAL ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 17 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

31 129 Page 6 of (R-VA029SC01034NB) Milepost From: 0 Old Mill Rd VI Milepost To: 0.35 Cul-de-Sac From Intersection: 0 Miles: Old Mill Rd; Rt. 624E/W (Fairfax County) , To Intersection: 0.35 Miles: Dead End , Street Names: Oak Leaf Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 95 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac SY 1091 (R-VA029SC01091EB) Milepost From: 0 Radford Ave V Milepost To: 0.07 Dead End From Intersection: 0 Miles: Dead End , To Intersection: 0.07 Miles: Radford Av; Rt. 888N/S (Fairfax County) , Street Names: Agnew Ave Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac TON FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac SY Miscellaneous Notes Pavement extended upto Cul-de-Sac

32 130 Page 7 of (R-VA029SC01098EB) Milepost From: 0 Colonial Ave VI Milepost To: 0.43 Gibbs St From Intersection: 0 Miles: Colonial Av; Rt. 1027E/W (Fairfax County) , To Intersection: 0.43 Miles: Gibbs St; Woodley Dr; Rt. 1096E/W (Fairfax County) , Street Names: Gibbs St ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 18 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY 1099 (R-VA029SC01099EB) Milepost From: 0 Mount Zephyr Dr IV Milepost To: 0.19 Gibbs St From Intersection: 0 Miles: Laurel Rd; Mount Zephyr Dr; Rt. 1097N/S (Fairfax County) , To Intersection: 0.19 Miles: Gibbs St; Laurel Rd; Rt. 1098E/W (Fairfax County) , Street Names: Laurel Rd ASPHALT CONCRETE TY. SM-9.5A Mainline TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

33 131 Page 8 of (R-VA029SC01111NB) Milepost From: 0 Old Mill Rd VI Milepost To: 0.29 Godfrey AVe From Intersection: 0 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) , To Intersection: 0.29 Miles: Godfrey Av; Dead End , Street Names: Buckner Rd ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 116 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY 1112 (R-VA029SC01112EB) Milepost From: 0 Patton Blvd V Milepost To: 0.23 Dead End From Intersection: 0 Miles: Patton Bv; Rt. 1169N/S (Fairfax County) , To Intersection: 0.23 Miles: Dead End , Street Names: Stillwell Ave ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 71 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

34 132 Page 9 of (R-VA029SC01113NB) Milepost From: 0 Old Mill Rd V Milepost To: 0.28 Dead End From Intersection: 0 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) , To Intersection: 0.28 Miles: Dead End , Street Names: Mcnair Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 33 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY Miscellaneous Notes VDOT limit does not extend upto dead end (R-VA029SC01169NB) Milepost From: ' north from Mount Vernon Memorial Hwy VIII Milepost To: 0.57 Godfrey Ave From Intersection: 0.15 Miles: Mount Vernon Memorial Hy; VA-235N/S 50FT , To Intersection: 0.57 Miles: Godfrey Av; Patton Bv , Street Names: Patton Blvd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 91 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

35 133 Page 10 of (R-VA029SC01169NB) Milepost From: 0 Burke Dr VII Milepost To: 0.14 Frontage Road of Mount Vernon Merorial Hwy From Intersection: 0 Miles: Burke Dr; Rt. 1171E/W (Fairfax County) , To Intersection: 0.14 Miles: Mount Vernon Memorial Hy; Rt. 3102E/W (Fairfax County) , Street Names: Patton Blvd ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 35 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY 1170 (R-VA029SC01170EB) Milepost From: 0 Burke Dr V Milepost To: 0.37 Burke Dr From Intersection: 0 Miles: Burke Dr; Rt. 1171E/W (Fairfax County) , To Intersection: 0.37 Miles: Burke Dr; Rt. 1171E/W (Fairfax County) , Street Names: Remington Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 173 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

36 134 Page 11 of (R-VA029SC01171EB) Milepost From: 0 Dead End V Milepost To: 0.3 Dead End From Intersection: 0 Miles: Dead End , To Intersection: 0.30 Miles: Burke Dr; Remington Dr; Rt. 1170E/W (Fairfax County) 0FT , Street Names: Burke Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 126 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY Miscellaneous Notes 3102 (R-VA029SC03102EB) IV From Intersection: 0 Miles: Dead End To Intersection: 0.35 Miles: Dead End Street Names: Mount Vernon Memorial Hwy, Frontage Road Milepost From: Milepost To: Len(mi) Included 145' long section from Remington Dr to Dead end too. Wid(ft) 0 Dead End 0.35 Dead End Dep(in) Gal/SqYd , , Lbs/SqYd Quantity AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various TON Locations ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 112 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

37 135 Page 12 of (R-VA029SC03104EB) Milepost From: 0 Dogue Dr VI Milepost To: 0.25 Black Alder Dr From Intersection: 0 Miles: Dogue Dr; Rt. 3106E/W (Fairfax County) , To Intersection: 0.25 Miles: Black Alder Dr; Rt. 6988N/S (Fairfax County) , Street Names: Cedar Rd ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 70 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

38 136 Page 13 of (R-VA029SC03105NB) Milepost From: ' from CL of Old Mill Rd X Milepost To: Flow line of Richmond Hwy From Intersection: 0 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) 50FT , To Intersection: 0.29 Miles: US-1N -30FT , Street Names: Cooper Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 8 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY /1 ENCLOSED COND. CABLE 796 LF SAW CUT 3/8" 264 LF SAW CUT 5/8" 30 LF TY.B CL.I PAVE. LINE MARK. 4" - White 1360 LF TY.B CL.I PAVE. LINE MARK. 4" - Yellow 2587 LF NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") PAVEMENT MESSAGE MARK. ELONGATED ARROW S PAVEMENT MESSAGE MARK. ELONGATED ARROW D NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 7890 LF 1 EA 1 EA 6 EA " METAL CONDUIT 10 LF

39 137 Page 14 of (R-VA029SC03106EB) Milepost From: 0 Cedar Rd V Milepost To: 0.1 Old Mill Rd From Intersection: 0 Miles: Cedar Rd; Dogue Dr; Rt. 3104E/W (Fairfax County) , To Intersection: 0.10 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) , Street Names: Dogue Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 36 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY 3110 (R-VA029SC03110EB) Milepost From: 0 Dead End V Milepost To: 0.27 Dead End From Intersection: 0 Miles: Dead End , To Intersection: 0.27 Miles: Dead End , Street Names: Mount Vernon Memorial Hwy ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 117 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY

40 138 Page 15 of (R-VA029SC03115NB) Milepost From: 0 Old Mill Rd VI Milepost To: 0.34 Cul-de-Sac From Intersection: 0 Miles: Old Mill Rd; Rt. 624E/W (Fairfax County) , To Intersection: 0.34 Miles: Dead End , Street Names: Lea Ln ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 112 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac SY 3124 (R-VA029SC03124EB) Milepost From: 0 Southwood Dr VIII Milepost To: ' west from the center line of Old Mount Vernon Rd From Intersection: 0 Miles: Southwood Dr; Rt. 4232E/W (Fairfax County) , To Intersection: 0.95 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -50FT , Street Names: Adrienne Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 82 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY NS TRAFFIC CONTROL 3 EA Speed Hump (Follow the Standard Typical) TY.B CL.I PAVE. LINE MARK. 12" - White 130 LF TY.B CL.I PAVE. LINE MARK. 24" - White 13 LF NS PAVEMENT MARKING 39 LF TEMP. PAVE. MESS. MARK. (STOP BAR 12")

41 139 Page 16 of (R-VA029SC03125EB) Milepost From: 0 Cul-de-Sac VI Milepost To: ' west from flow line of Adrienne Dr From Intersection: 0 Miles: Dead End , To Intersection: 0.46 Miles: Adrienne Dr; Rt. 3124E/W (Fairfax County) -50FT , Street Names: Sulgrave Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 245 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY 3126 (R-VA029SC03126NB) Milepost From: 0 Sulgrave Dr V Milepost To: 0.25 Colonial Ave From Intersection: 0 Miles: Sulgrave Dr; Rt. 3125E/W (Fairfax County) 0FT , To Intersection: 0.25 Miles: Colonial Av; Rt. 1027E/W (Fairfax County) , Street Names: Beauchamp Dr ASPHALT CONCRETE TY. SM-9.5A Mainline TON SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 113 TON FLEXIBLE PAVE.PLANING 0"-2" Mainline SY