DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA

Charles A. Kilpatrick, P.E. Commissioner DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000 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

Virginia Department of Transportation Date Printed: 01/10/2017 Contract ID: CM917PMB109220 Order No.: 930 Bid Items Eligible For Fuel Adjustment FORM C-21B Rev 12-21-05 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 16242 16325 16335 16522 0001 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.)

Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB109220 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 0010 310 10417 TACK COAT 43,401.000 GAL 0020 ATTD 16242 AGGR. BASE MATL. TY. I OR II NO. 21A OR 21B 120.290 TON 0030 315 16325 ASPHALT CONCRETE SM 9.5E (HIGH POLYMER) 2,220.730 TON 0040 315 16335 ASPHALT CONCRETE TY. SM-9.5A 36,155.920 TON 0050 ATTD 16502 SURF. PREPARATION & RESTORATION TYPE II 5,897.000 TON 0060 515 16522 FLEXIBLE PAVEMENT PLANING 0" - 2" 400,508.020 SY 0070 ATTD 24265 MAINTENANCE OF TRAFFIC MOT LUMP SUM LUMP SUM 0080 ATTD 24330 TRAFFIC CONTROL SPEED HUMP (FOLLOW THE STANDARD TYPICAL) 5.000 EA 0090 ATTD 24330 TRAFFIC CONTROL SPEED TABLE (FOLLOW THE STANDARD TYPICAL) 2.000 EA 0100 704 54032 TYPE B CLASS I PAVE. LINE MARKING 4" 116,356.000 LF 0110 ATTD 54033 BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 4" 1.000 LF

Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB109220 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 0112 704 54037 TYPE B CLASS I PAVE. LINE MARKING 8" 105.000 LF 0118 ATTD 54038 BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 8" 1.000 LF 0120 ATTD 54039 BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 12" 1.000 LF 0130 704 54040 TYPE B CLASS I PAVE. LINE MARKING 12" 227.130 LF 0140 ATTD 54041 BONUS ELIGIBLE TYPE B CLASS I PAVE. LINE MARKING 24" 1.000 LF 0150 704 54042 TYPE B CLASS I PAVE. LINE MARKING 24" 221.000 LF 0160 ATTD 54100 PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") 232,518.000 LF 0170 ATTD 54100 PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") 293.000 LF 0180 704 54101 PAVEMENT MARKING "STOP AHEAD" 1.000 EA 0190 ATTD 54104 BONUS ELIGIBLE PAVEMENT MARKING "STOP AHEAD" 1.000 EA

Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB109220 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 54104 BONUS ELIGIBLE PAVEMENT MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 0210 704 54300 PAVEMENT MESSAGE MARK. ELONGATED ARROW SINGLE 0220 ATTD 54301 BONUS ELIGIBLE PAVEMENT MESSAGE MARK. ELONGATED ARROW SINGLE 0230 704 54310 PAVEMENT MESSAGE MARK. ELONGATED ARROW DOUBLE 0240 ATTD 54311 BONUS ELIGIBLE PAVEMENT MESSAGE MARK. ELONGATED ARROW DOUBLE 0250 ATTD 54402 PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 1.000 EA 6.000 EA 1.000 EA 1.000 EA 1.000 EA 94.000 EA 0255 700 56022 20.000 1" METAL CONDUIT LF Section: 0001 Total:

Virginia Department of Transportation Date Printed: 01/10/2017 Proposal ID: CM917PMB109220 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 00306 SELECT MATERIAL ALTERNATE SHOULDER MATERIAL 1.000 TON Section: 0002 Total: Total Bid:

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.: 109220 FUNCTIONAL CLASS Urban Local FHWA 534 DATA 47005 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

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) 280-0550 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 315.05 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 107.16; (b), 3. The Contractor will be responsible for obtaining all noise permits from the local jurisdiction as applicable.

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) 280-0550 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!

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 46.2-834 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 108.02 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 e-mailed 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 10-28-08 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

109 On the day the closure is scheduled, the inspector is responsible for calling TOC directly at 703-877-3401 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) 280-0550 (703) 691-2131 on holidays/weekends Prince William County Police (703) 792-6500 Loudoun County Sheriff s Office (703) 777-1021 Virginia State Police (800) 552-9965 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, 571-585-0902 Area Construction Engineer, Ebbie Attar P.E., 703-259-2906 District Work Zone Safety Coordinator, Brian Fry, 703-259-2394 Regional Traffic Engineer, Sylvia A. Spriggs, 703-259-2219 District Public Affairs Manager, Jennifer McCord, 703-259-1799 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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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 2012. 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

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) 419-6046. 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

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

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

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

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 117 6 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

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

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

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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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 01/15 1340.17 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

Commonwealth of Virginia -- Department of Transportation District: NOVA Maintenance Division Date: 1/3/2017 Page 1 of 55 600 (R-VA029SC00600EB) Milepost From: 8.5612 Joint 123' south from center line of Gunston Hall Entrance IX Milepost To: 11.1828 Joint 38' north from center line of River Dr From Intersection: 8.54 Miles: Gunston Rd, Rte 600 E/W; Outlet, (Fairfax County); 112FT 38.66761, -77.16927 To Intersection: 11.19 Miles: River Dr; Rt. 1014E/W (Fairfax County) -38FT 38.63647, -77.14404 Street Names: Gunston Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various 0.05 6 4 36.4 TON Locations 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 2.62 23 1.5 185 3270.11 TON 16335 - ASPHALT CONCRETE TY. SM-9.5A Turn Lanes and Tie-Ins 0.08 12 1.5 185 52.1 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 270 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 2.62 23 1.5 35352.53 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" Turn Lanes and Tie-Ins 0.08 12 1.5 563.2 SY 24330 - NS TRAFFIC CONTROL 2 EA Speed Table (Follow the Standard Typical) 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 26920 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 25352 LF 54042 - TY.B CL.I PAVE. LINE MARK. 24" - White 11 LF 54100 - NS PAVEMENT MARKING "STOP AHEAD" 54100 - NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") 54100 - NS PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") 54402 - NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 1 LF 104544 LF 22 LF 50 EA 623 (R-VA029SC00623NB) Milepost From: 3.407 90' East from center line of Mount Vernon Memorial Hwy XIII Milepost To: 3.4605 50' South from center line of Adrienne Dr From Intersection: 3.39 Miles: Mount Vernon Memorial Hwy; VA-235S; /S; VA-235N 90FT 38.71641, -77.0961 To Intersection: 3.47 Miles: Adrienne Dr; Rt. 3124E/W (Fairfax County) -50FT 38.71724, -77.09597 Street Names: Old Mill Rd 124

125 Page 2 of 55 Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16325 - NS ASPHALT CONCRETE Mainline 0.05 26 2 245 93.43 TON SM 9.5E High Polymer 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 36 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.05 26 2 762.67 SY 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 357 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 461 LF 54100 - NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") Miscellaneous Notes Material Transfer Vehicle (MTV) is required for this route. 1636 LF 623 (R-VA029SC00623NB) Milepost From: 0 Old Mill Rd/Lukens Ln X Milepost To: 1.2431 142' N from center line of Mount Vernon Memorial Hwy From Intersection: 0 Miles: Old Mill Rd; Rt. 624E/W (Fairfax County) 38.71822, -77.11816 To Intersection: 1.27 Miles: Mount Vernon Memorial Hwy; VA-235N/S -142FT 38.70786, -77.11779 Street Names: Old Mill Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 1.23 23 1.5 185 1535.2 TON 16335 - ASPHALT CONCRETE TY. SM-9.5A Turn Lanes 0.15 13 1.5 185 105.82 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 457 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 1.23 23 1.5 16596.8 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" Turn Lanes 0.15 13 1.5 1144 SY 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 11992 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 12418 LF 54100 - NS PAVEMENT MARKING - Yellow TEMP. PAVE. LINE MARK (TY F) (4") 54300 - PAVEMENT MESSAGE MARK. ELONGATED ARROW S 54402 - 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. 48820 LF 2 EA 10 EA

126 Page 3 of 55 624 (R-VA029SC00624EB) Milepost From: 0.6157 Flow line of Richmond Hwy X Milepost To: 2.1615 PJ 45' from Old Mt Vernon Rd From Intersection: 0.61 Miles: Richmond Hy; US-1N 30FT 38.72293, -77.12018 To Intersection: 2.17 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -45FT 38.71312, -77.09676 Street Names: Lukens Ln Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 1.54 21 1.5 185 1754.98 TON 16335 - ASPHALT CONCRETE TY. SM-9.5A Parking lane 1.41 12 1.5 185 918.19 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 28 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 275 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 1.54 21 1.5 18972.8 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" Parking lane 1.41 12 1.5 9926.4 SY 51615-14/1 ENCLOSED COND. CABLE 796 LF 51912 - SAW CUT 3/8" 264 LF 51913 - SAW CUT 5/8" 60 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 8406 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 19802 LF 54037 - TY.B CL.I PAVE. LINE MARK. 8" 105 LF 54042 - TY.B CL.I PAVE. LINE MARK. 24" - White 149 LF 54100 - NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") 54100 - NS PAVEMENT MARKING TEMP. PAVE. MESS. MARK. (STOP BAR 12") 54300 - PAVEMENT MESSAGE MARK. ELONGATED ARROW S 54402 - NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 56226 LF 136 LF 2 EA 28 EA 56022-1" METAL CONDUIT 10 LF Miscellaneous Notes Skip intersection at Mt. Vernon Memorial Hwy (Rte 235)

127 Page 4 of 55 721 (R-VA029SC00721EB) Milepost From: 0.0095 38' 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 38.67065, -77.17496 To Intersection: 0.83 Miles: 0FT 38.67368, -77.16741 Street Names: Pohick Bay Dr 16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various 0.42 3 2 81.31 TON Locations 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.82 24 1.5 185 1067.97 TON 16335 - ASPHALT CONCRETE TY. SM-9.5A Gore Area 0.05 12 1.5 185 32.56 TON 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 1619 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 4996 LF 54100 - NS PAVEMENT MARKING 13230 LF TEMP. PAVE. LINE MARK (TY F) (4") 54300 - PAVEMENT MESSAGE MARK. ELONGATED 1 EA ARROW S Miscellaneous Notes Overlay the road 801 (R-VA029SC00801EB) Milepost From: 0.0097 51' east from the center line of Old Mount Vernon Rd VIII Milepost To: 0.3339 79' from the center line of Mount Vernon Hwy From Intersection: 0 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) 51FT 38.71926, -77.09551 To Intersection: 0.34 Miles: Mount Vernon Hy; VA-235N/S -32FT 38.71944, -77.09003 Street Names: Surrey Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.32 22 1.5 185 382.04 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 42 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.32 22 1.5 4130.13 SY

128 Page 5 of 55 888 (R-VA029SC00888NB) Milepost From: 0 Gateshead Rd IX Milepost To: 0.4777 65' south from the flow line of Richmond Hwy From Intersection: 0 Miles: Gateshead Rd; Rt. 3710E/W (Fairfax County) 38.72307, -77.10766 To Intersection: 0.49 Miles: US-1N -65FT 38.7294, -77.10683 Street Names: Radford Ave 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.47 32 1.5 185 816.17 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 20 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.47 32 1.5 8823.47 SY 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 86 LF 54100 - 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: 0.4209 48' west of Old Mount Vernon Rd From Intersection: 0 Miles: Colonial Av; Millbrook Pl; Rt. 3375N/S (Fairfax County) 38.72015, -77.10484 To Intersection: 0.43 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -48FT 38.71871, -77.09592 Street Names: Colonial Ave 10417 - TACK COAT 43401 GAL 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.42 21 1.5 185 478.63 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 17 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.42 21 1.5 5174.4 SY

129 Page 6 of 55 1034 (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) 38.71786, -77.11631 To Intersection: 0.35 Miles: Dead End 38.72234, -77.11452 Street Names: Oak Leaf Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac 0.37 26 1.5 185 522.05 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 95 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac 0.37 26 1.5 5643.73 SY 1091 (R-VA029SC01091EB) Milepost From: 0 Radford Ave V Milepost To: 0.07 Dead End From Intersection: 0 Miles: Dead End 38.72722, -77.10737 To Intersection: 0.07 Miles: Radford Av; Rt. 888N/S (Fairfax County) 38.72701, -77.10609 Street Names: Agnew Ave Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac 0.15 26 1.5 185 211.64 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac 0.15 26 1.5 2288 SY Miscellaneous Notes Pavement extended upto Cul-de-Sac

130 Page 7 of 55 1098 (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) 38.71993, -77.10354 To Intersection: 0.43 Miles: Gibbs St; Woodley Dr; Rt. 1096E/W (Fairfax County) 38.72342, -77.09862 Street Names: Gibbs St 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.43 25 1.5 185 583.37 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 18 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.43 25 1.5 6306.67 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) 38.72266, -77.10258 To Intersection: 0.19 Miles: Gibbs St; Laurel Rd; Rt. 1098E/W (Fairfax County) 38.72205, -77.09904 Street Names: Laurel Rd 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.19 25 1.5 185 257.77 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.19 25 1.5 2786.67 SY

131 Page 8 of 55 1111 (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) 38.70835, -77.11891 To Intersection: 0.29 Miles: Godfrey Av; Dead End 38.7128, -77.1162 Street Names: Buckner Rd 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.29 19 1.5 185 299.01 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 116 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.29 19 1.5 3232.53 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) 38.71185, -77.12057 To Intersection: 0.23 Miles: Dead End 38.71045, -77.11677 Street Names: Stillwell Ave 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.23 19 1.5 185 237.15 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 71 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.23 19 1.5 2563.73 SY

132 Page 9 of 55 1113 (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) 38.70901, -77.12038 To Intersection: 0.28 Miles: Dead End 38.71281, -77.11805 Street Names: Mcnair Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.28 19 1.5 185 288.7 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 33 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.28 19 1.5 3121.07 SY Miscellaneous Notes VDOT limit does not extend upto dead end. 1169 (R-VA029SC01169NB) Milepost From: 0.1595 50' 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 38.70855, -77.12256 To Intersection: 0.57 Miles: Godfrey Av; Patton Bv 38.71396, -77.11929 Street Names: Patton Blvd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.41 24 1.5 185 533.98 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 91 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.41 24 1.5 5772.8 SY

133 Page 10 of 55 1169 (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) 38.70629, -77.12344 To Intersection: 0.14 Miles: Mount Vernon Memorial Hy; Rt. 3102E/W (Fairfax County) 38.70819, -77.1227 Street Names: Patton Blvd 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.14 28 1.5 185 212.73 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 35 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.14 28 1.5 2299.73 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) 38.70599, -77.12649 To Intersection: 0.37 Miles: Burke Dr; Rt. 1171E/W (Fairfax County) 38.70565, -77.12219 Street Names: Remington Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.37 21 1.5 185 421.65 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 173 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.37 21 1.5 4558.4 SY

134 Page 11 of 55 1171 (R-VA029SC01171EB) Milepost From: 0 Dead End V Milepost To: 0.3 Dead End From Intersection: 0 Miles: Dead End 38.70629, -77.12715 To Intersection: 0.30 Miles: Burke Dr; Remington Dr; Rt. 1170E/W (Fairfax County) 0FT 38.70565, -77.12219 Street Names: Burke Dr Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.33 21 1.5 185 376.07 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 126 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.33 21 1.5 4065.6 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 38.70887, -77.12537 38.70768, -77.12035 Lbs/SqYd Quantity 16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B Shoulder Stones, Various 0.02 2 2 2.58 TON Locations 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.35 18 1.5 185 341.88 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 112 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.35 18 1.5 3696 SY

135 Page 12 of 55 3104 (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) 38.71702, -77.12598 To Intersection: 0.25 Miles: Black Alder Dr; Rt. 6988N/S (Fairfax County) 38.7184, -77.12188 Street Names: Cedar Rd 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.25 22 1.5 185 298.47 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 70 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.25 22 1.5 3226.67 SY

136 Page 13 of 55 3105 (R-VA029SC03105NB) Milepost From: 0.0095 Joint @ 50' from CL of Old Mill Rd X Milepost To: 0.2843 Flow line of Richmond Hwy From Intersection: 0 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) 50FT 38.71688, -77.12276 To Intersection: 0.29 Miles: US-1N -30FT 38.72058, -77.12485 Street Names: Cooper Rd Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.27 31 1.5 185 454.21 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 8 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.27 31 1.5 4910.4 SY 51615-14/1 ENCLOSED COND. CABLE 796 LF 51912 - SAW CUT 3/8" 264 LF 51913 - SAW CUT 5/8" 30 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - White 1360 LF 54032 - TY.B CL.I PAVE. LINE MARK. 4" - Yellow 2587 LF 54100 - NS PAVEMENT MARKING TEMP. PAVE. LINE MARK (TY F) (4") 54300 - PAVEMENT MESSAGE MARK. ELONGATED ARROW S 54310 - PAVEMENT MESSAGE MARK. ELONGATED ARROW D 54402 - NS PAVE. MESSAGE MARKING SHARED LANE MARKING SYMBOL (FOLLOW THE STANDARD TYPICAL) 7890 LF 1 EA 1 EA 6 EA 56022-1" METAL CONDUIT 10 LF

137 Page 14 of 55 3106 (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) 38.71702, -77.12598 To Intersection: 0.10 Miles: Old Mill Rd; Rt. 623N/S (Fairfax County) 38.71591, -77.12472 Street Names: Dogue Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.1 22 1.5 185 119.39 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 2 inch patching 36 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.1 22 1.5 1290.67 SY 3110 (R-VA029SC03110EB) Milepost From: 0 Dead End V Milepost To: 0.27 Dead End From Intersection: 0 Miles: Dead End 38.70965, -77.12664 To Intersection: 0.27 Miles: Dead End 38.7084, -77.12187 Street Names: Mount Vernon Memorial Hwy 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.27 21 1.5 185 307.69 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 117 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.27 21 1.5 3326.4 SY

138 Page 15 of 55 3115 (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) 38.71813, -77.11742 To Intersection: 0.34 Miles: Dead End 38.72259, -77.1159 Street Names: Lea Ln 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline and Cul-de-Sac 0.36 26 1.5 185 507.94 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 112 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline and Cul-de-Sac 0.36 26 1.5 5491.2 SY 3124 (R-VA029SC03124EB) Milepost From: 0 Southwood Dr VIII Milepost To: 0.9405 50' west from the center line of Old Mount Vernon Rd From Intersection: 0 Miles: Southwood Dr; Rt. 4232E/W (Fairfax County) 38.71219, -77.10898 To Intersection: 0.95 Miles: Old Mount Vernon Rd; Rt. 623N/S (Fairfax County) -50FT 38.71741, -77.09612 Street Names: Adrienne Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.95 25 1.5 185 1288.83 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 82 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.95 25 1.5 13933.33 SY 24330 - NS TRAFFIC CONTROL 3 EA Speed Hump (Follow the Standard Typical) 54040 - TY.B CL.I PAVE. LINE MARK. 12" - White 130 LF 54042 - TY.B CL.I PAVE. LINE MARK. 24" - White 13 LF 54100 - NS PAVEMENT MARKING 39 LF TEMP. PAVE. MESS. MARK. (STOP BAR 12")

139 Page 16 of 55 3125 (R-VA029SC03125EB) Milepost From: 0 Cul-de-Sac VI Milepost To: 0.4505 50' west from flow line of Adrienne Dr From Intersection: 0 Miles: Dead End 38.71638, -77.10418 To Intersection: 0.46 Miles: Adrienne Dr; Rt. 3124E/W (Fairfax County) -50FT 38.71749, -77.09725 Street Names: Sulgrave Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.47 23 1.5 185 586.62 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 245 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.47 23 1.5 6341.87 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 38.71591, -77.09981 To Intersection: 0.25 Miles: Colonial Av; Rt. 1027E/W (Fairfax County) 38.71934, -77.09989 Street Names: Beauchamp Dr 16335 - ASPHALT CONCRETE TY. SM-9.5A Mainline 0.25 23 1.5 185 312.03 TON 16502 - SURF.PREPARATION & RESTOR. TY. II Estimated 3 inch patching 113 TON 16522 - FLEXIBLE PAVE.PLANING 0"-2" Mainline 0.25 23 1.5 3373.33 SY