Please make the following changes in your copy of the bid proposal for the captioned project:

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1 Charles A. Kilpatrick, P.E. Commissioner DEPARTMENT OF TRANSPORTATION 40 EAST BROAD STREET RICHMOND, VIRGINIA February 6, 207 Order No.: L60 Project: (NFO) , N50 FHWA: NHPP-PM04 (455) District: Richmond Route: I-85 County: Dinwiddie Bids Received: Wednesday, February 22, 207 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-2B as Item No FLEXIBLE PAVE. PLANING (0"-2 ) has been added. Substitute Schedule of Items as Item No FLEXIBLE PAVE. PLANING (0"-2 ) has been added, Item No RIGID PAVE.PLANING (0"-2") has been added, Item No NS SPEL MASTIC ONE has been removed, and quantity for Item No PAVEMENT CRACK / SEALANT, TY. B has increased from 5000 lbs. to 7,000 lbs. Substitute Table of Contents for Provisions as Special Provision for Asphalt Patching Of Existing Asphalt Concrete Pavement has been revised to read Special Provision For Asphalt Patching Of Existing Pavement, Dated: Special Provision for Section Subcontracting (Federal Funded Projects), Dated: has been deleted. Special Provision for Section Subcontracting (Federal Funded Projects), Dated: has been added. Substitute page 40 as Special Provision for Asphalt Patching of Exisiting Pavement, Dated: has been revised. Delete page 42 as Special Provision for Section Subcontracting (Federal Funded Projects), Dated: has been deleted. Substitute pages 46 through 200 as the No Plan Assembly has been revised.

2 Add page 20 as the Special Provision for Section Subcontracting (Federal Funded Projects) Dated: has been added. Don E. Silies Director of Contracts Construction Division dnr Enclosures

3 Virginia Department of Transportation Date Printed: 02/4/207 Contract ID: C N0 Order No.: L60 Bid Items Eligible For Fuel Adjustment FORM C-2B Rev Page 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 REGULAR BID ITEMS ltem Description Fuel Factor gal/unit FLEXIBLE PAVEMENT PLANING 0" - 2" 0.07 PATCHING CEM. CONC. PAVE. TY. CRCP-A 2.00 PATCHING CEMENT CONC. PAVE., TYPE I 2.00 PATCHING CEMENT CONC. PAVE., TYPE II 2.00 AGGR. BASE MATL. TY. I OR II NO. 2A OR 2B 0.60 ASPHALT CONCRETE IM-9.0D (64E-22) PATCH 3.50 ASPHALT CONC. TY. SM-2.5D 3.50 ASPHALT CONC. TY. IM-9.0D 3.50 STONE MATRIX ASPHALT SMA-2.5(76-22 OR 64E) 4.00 STONE MATRIX ASPHALT SMA-9.0(76-22 OR 64E) 4.00 Option Date: Signature: (Firm or Corporation) (Vendor No.) REVISED: FEBRUARY 6, 207

4 Virginia Department of Transportation Date Printed: 02/4/207 Proposal ID: C N0 Order No.: L60 Contractor: SECTION: Cat Alt Set ID: 000 REGULAR BID ITEMS Schedule of Items Page: 2 Oversight/State Project No.: (NFO) , N50 Federal Project No.: NHPP-PM04(455) Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents OUTLET PIPE 2, LF ENDWALL EW EA UNDERDRAIN UD-7 4, LF 0040 ATTD UNDERDRAIN REMOVE EXISTING 4, LF TACK COAT 7, GAL PAVEMENT CRACK / SEALANT, TY. B 7, LB FLEXIBLE PAVEMENT PLANING 0" - 2" 4, SY RIGID PAVEMENT PLANING 0" - 2" 7, SY RUMBLE STRIP, ASPHALT 82, LF GUARDRAIL TERMINAL GR EA GUARDRAIL GR-2 24, LF RAD. GUARDRAIL GR LF ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) EA REVISED: FEBRUARY 6, 207

5 Virginia Department of Transportation Date Printed: 02/4/207 Proposal ID: C N0 Order No.: L60 Contractor: SECTION: Cat Alt Set ID: 000 REGULAR BID ITEMS Schedule of Items Page: 3 Oversight/State Project No.: (NFO) , N50 Federal Project No.: NHPP-PM04(455) Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents GUARDRAIL TERMINAL SITE PREPARATION EA FIXED OBJECT ATTACH. GR-FOA-3 TY. I.000 EA GUARDRAIL INSTALL SALVAGED GR-2 6, LF 050 ATTD 340 GUARDRAIL INSTALL SALVAGED TERMINAL (GR-9) EA GUARDRAIL INSTALL SALVAGED TERMINAL [BR-GR TY. I] EA GUARDRAIL INSTALL SALVAGED TERMINAL [BR-GR TY. II] EA 080 ATTD 44 PIPE TIE IN EA 090 ATTD 5290 PATCHING CEM. CONC. PAVE. TY. CRCP-A 6, SY 0200 ATTD 530 PATCHING CEMENT CONC. PAVE., TYPE I SY 020 ATTD 5302 PATCHING CEMENT CONC. PAVE., TYPE II SY 0220 ATTD 6242 AGGR. BASE MATL. TY. I OR II NO. 2A OR 2B 6, TON REVISED: FEBRUARY 6, 207

6 Virginia Department of Transportation Date Printed: 02/4/207 Proposal ID: C N0 Order No.: L60 Contractor: SECTION: Cat Alt Set ID: 000 REGULAR BID ITEMS Schedule of Items Page: 4 Oversight/State Project No.: (NFO) , N50 Federal Project No.: NHPP-PM04(455) Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents 0230 ATTD 6325 ASPHALT CONCRETE IM-9.0D (64E-22) PATCH TON ASPHALT CONC. TY. SM-2.5D 3, TON ASPHALT CONC. TY. IM-9.0D 5, TON , STONE MATRIX ASPHALT SMA-2.5(76-22 OR 64E) 0, TON , STONE MATRIX ASPHALT SMA-9.0(76-22 OR 64E) 4, TON 0280 ATTD MAINTENANCE OF TRAFFIC FROM MM TO MM 45.87, & FROM MM TO MM 6.44 LUMP SUM LUMP SUM PORTABLE CHANGEABLE MESSAGE SIGN 4, HR 0300 ATTD REMOVE EXIST. OUTLET PIPE 2, LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL 6, LF 0320 ATTD REMOVE EXIST. GUARDRAIL TERMINAL EA 0330 ATTD REMOVE EXIST. SALVAGE EXISTING GUARDRAIL TERMINAL (GR-9) EA REVISED: FEBRUARY 6, 207

7 Virginia Department of Transportation Date Printed: 02/4/207 Proposal ID: C N0 Order No.: L60 Contractor: SECTION: Cat Alt Set ID: 000 REGULAR BID ITEMS Schedule of Items Page: 5 Oversight/State Project No.: (NFO) , N50 Federal Project No.: NHPP-PM04(455) Cat Alt Mbr ID: Proposal Unit Price Bid Amount Line Approximate Spec Item ID Number Quantity and No. Description Units Dollars Cents Dollars Cents REMOVE EXIST. SALVAGE EXISTING GUARDRAIL TERMINAL [BR-GR TY. I] EA REMOVE EXIST. SALVAGE EXISTING GUARDRAIL TERMINAL [BR-GR TY. II] EA REMOVE EXISTING GUARDRAIL 24, LF 0370 ATTD RECONSTRUCT EXIST. SHOULDER RESTORATION 2, LF 0380 attd REMOVE EXIST. ENDWALL EW EA TYPE B CLASS VI PVMT LINE MRKG 6" 92, LF TYPE B CLASS VI PVMT LINE MRKG 8" LF ERADICATION OF EXIST. LINEAR PVMT MARKING 92, LF REMOVE EXIST. RAISED PAVEMENT MARKER EA SNOW PLOW. RAISED PAVE. MARKER ASPH.CONC EA TEMP. PVMT MRKG, TY. A, 4" 92, LF Section: 000 Total: REVISED: FEBRUARY 6, 207

8 TABLE OF CONTENTS FOR PROVISIONS FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS. CN GEN. PROJ. REQUIRE., SSS/SPS/SPCNS (IMPERIAL) (SPCN)... CN SECTION PREP. OF BID (CARGO PREFER. ACT) R (SPCN)... CN SECTION (B) PRECAST DRAINAGE STRUCT. R (SPCN)... 2 CN POLICE PATROLS R (SPCN)... 2 (C08EG0) SECTION 08.06(B) LIQUIDATED DAMAGES (ALSO INCENTIVE) (SPCN)... 3 (C35I00) PLACING AND FINISHING -8-6 (SPCN)... 3 (SECTION 03 AWARD AND EXECUTION OF CONTRACTS (SPCN)... 3 SECTION 05 CONTROL OF WORK (SPCN)... 4 SECTION 52 MAINTAINING TRAFFIC (ID STAMP/ENGRAVE G RAIL/ATTEN) R-7-2-6_(SPCN) 5 SECTION 52 MAINTENANCE OF TRAFFIC (STAND-ALONE) PAVING PROJECTS (SPCN)... 5 CONTINUOUS PROSECUTION OF WORK R-7-2-6_(SPCN)... 5 LIMITATIONS OF OPERATIONS R-7-2-6_(SPCN)... 6 CANCELLED ACTIVITY NOTIFICATION (SPCN)... 6 PLANING OR MILLING PAVEMENT (SPCN)... 6 TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS (SPCN)... 6 PRIORITY CONCRETE PAVEMENT PATCHING -3-7 (SPCN)... 6 SHOULDER RESTORATION (SPCN)... 7 SP0F PREDETERMINED MIN. WAGE RATES VA SP0F FHWA 273 REQ. PROVISIONS, FED-AID R SP0F AFFIRMATIVE ACTION / EEO NOTICE R SP USE OF DOMESTIC MATERIAL R SP INFORMAL PARTNERING R SP C-45 SWPPP GEN. PERMIT CONTRACTOR CERTIFICATION SP SECTION 07.5 (DBES) R SP PROGRESS SCHEDULE FOR CATEGORY I PROJ. R SP ASPHALT MATERIAL PRICE ADJUSTMENT SP OPTIONAL ADJUSTMENT FOR FUEL R SP PRICE ADJUSTMENT FOR STEEL R SP SHOULDER RENOVATION SP SEAL CRACKS IN ASPHALT AND HCC PAVE. R SP PATCHING HYDRAULIC CEMENT CONC. PAVE. R SP RIDEABILITY - HYDRAULIC CEMENT CONC. PAVE. R SP REPLACE G RAIL, MED. BARRIER & G RAIL TO BRIDGE SS SECTION 02 BIDDING REQUIREMENTS & CONDITIONS SS SPECIAL PROVISION FOR NON-DISCRIMINATION IN EMPLOYMENT AND CONTRACTING PRACTICES SS SEC. 05 CONTROL OF WORK SS SEC. 06 CONTROL OF MATERIAL SS SEC. 07 LEGAL RESPONSIBILITIES SS SEC. 22 JOINT MATERIALS I SS SEC. 232 PIPE AND PIPE ARCHES I SS SEC. 244 ROADSIDE DEVELOPMENT MATERIALS I SS SEC. 302 DRAINAGE STRUCTURES I SS SEC. 404 HYDRAULIC CEMENT CONC. OPERATIONS SS SECTION 52 MAINTAINING TRAFFIC I SS SECTION 700 GENERAL I SS SEC. 704 PAVEMENT MARKINGS AND MARKERS I ASPHALT PATCHING OF EXISTING PAVEMENT SEC SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 7-2-6_(SP) SECTION COOPERATION AMONG CONTRACTORS REVISION: FEBRUARY 6, 206

9 SECTION LIMITATION OF OPERATIONS NO PLAN ASSEMBLY (5 PAGES) SECTION SUBCONTRACTING REVISION: FEBRUARY 6, 206

10 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR ASPHALT PATCHING OF EXISTING PAVEMENT October 28, 204 I. DESCRIPTION This work shall consist of repairing specified sections of existing pavements by removing all or part of the defective materials in the sections and replacing them with hot mix asphalt (HMA) paving material. The locations of the repairs will be specified in the Contract documents and specific locations as directed by the Engineer. II. SCOPE OF WORK Patching repair shall consist of the removal of areas of unsound pavement material as indicated on attached patching locations and/or as determined by the Engineer and replacing these areas with hot mix asphalt (HMA). Asphalt Patching shall consist of the removal of specified areas of the remaining asphalt thickness of the pavement section and replacing such areas with HMA as specified in the Contract documents or as directed by the Engineer. In the event an asphalt patch fails prior to overlay, the Contractor will be responsible for removing and replacing the failed patch at no cost to the Department. III. MATERIALS All hot mix asphalt (HMA) shall conform to the requirements of Section 2 of the Specifications and shall be IM-9.0E as specified within the Contract documents, unless otherwise approved by the Engineer. IV. EQUIPMENT Material in the areas identified for existing asphalt pavement patching may be removed by a milling machine, backhoe, or other excavating equipment as approved by the Department. V. PROCEDURES Asphalt patches shall be placed in accordance with the requirements of Section 35 of the Specifications. The existing defective pavement shall be removed with a minimum disturbance to the base material and the faces of the remaining pavement shall be cut to a smooth, vertical face without ragged edges. The existing pavement shall be removed by planning (milling), grinding, saw cutting or any other approved method to a minimum depth of 2 inches within the full perimeter of the designated area. Repair site shall be thoroughly cleaned of all loose debris and dust. A tack coat of CRS-2 (or other asphalt material approved by the Engineer) at a rate of 0.2 gallon per square yard shall be applied to surface and vertical faces of exposed pavement. Exposed base material shall be primed with liquid asphalt CRS-2 at an application rate of 0.4 gallon per square yard. 40

11 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SECTION SUBCONTRACTING (FEDERAL FUNDED PROJECTS) July 2, 206_ SECTION SUBCONTRACTING of the Specifications is amended to include the following: (d) According to Commonwealth of Virginia Executive Order 20, the Contractor is encouraged to seek out and consider Small, Women-owned, and Minority-owned (SWaM) businesses certified by the Department of Small Business and Supplier Diversity (DSBSD) as potential subcontractors and vendors. Further, the Contractor shall furnish and require each subcontractor (first-tier) to furnish information relative to subcontractor and vendor involvement on the project. For purposes of this provision, the term vendor is defined as any consultant, manufacturer, supplier or hauler performing work or furnishing material, supplies or services for the contract. The Contractor and, or subcontractor (first-tier) must insert this provision in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of this provision are incorporated by reference for work done by vendors under any purchase order, rental agreement or agreement for other services for the contract. The Contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or vendor. The submission of a bid will be considered conclusive evidence that the Contractor agrees to assume these contractual obligations and to bind subcontractors contractually to the same at the Contractor s expense. When an approved Form C-3 Subletting Request is required according to IIM-CD , the Contractor shall indicate on the Subletting Request if a subcontractor is a certified DBE or SWAM business. The Contractor shall report all SWAM, and Non-SWAM/DBE vendor payments annually on June 30th (if not a business day, then the next business day), and within 30 days after final acceptance of the work, to the District Civil Rights Section. The Contractor shall provide the information in a format consistent with revised Form C-6 Vendor Payment Report, subject to the approval of the Engineer. DBE Participation and reporting shall be according to the Special Provision for Section 07.5 (Use of Disadvantaged Business Enterprises). The Contractor shall provide the information in a format consistent with Form C-63 Vendor Payment Compliance Report. If the Contractor fails to provide the required information, the Department may delay final payment according to Specification Section 09.0 of the Specifications. REVISION: FEBRUARY 6,207 42

12 TIER PROJECT NO PLAN RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION: MAINTENANCE: X DISTRICT: Richmond CITY/COUNTY: Dinwiddie County UPC NO.: 0865 FUNCTIONAL CLASS Urban Interstate FHWA 534 DATA 406 TYPE CODE MAIN ROUTE: I-85 NB PROJ , N50 FEDERAL NO.: NHPP-PM04(455) FROM: MM 44.00,.4 mi. N. of Route 40 TO: MM 6.44, 0.27 mi. S. of Route LENGTH (FEET): 4,237 MILES 7.8 TOPO: Rolling DESIGN SPEED (MPH): N/A VPD (YEAR) 2,082-3,705 VPD (205) PROJECT MGR: Clay Thomas, P.E., PMP 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 206 Road and Bridge Specifications, 206 Road and Bridge Standards, 2009 MUTCD, 20 Virginia Supplement to the MUTCD, 20 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. RECOMMENDED FOR APPROVAL FOR CONSTRUCTION /7/7 Mark E. Riblett, P.E. DATE DISTRICT PLANNING & INVESTMENT MANAGER /9/7 Mark E. Riblett, P.E. DATE DISTRICT PROJECT DEVELOPMENT VDOT ENGINEER APPROVED FOR CONSTRUCTION -9-7 Robert H. Cary, P.E., L.S. DATE DISTRICT ENGINEER Copyright 206 Commonwealth of Virginia 46

13 NO PLAN RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION SEALING AND SIGNING SHEET COMMONWEALTH OF VIRGINIA PROFESSIONAL ENGINEER CLAYTON MALCOLM THOMAS IV LIC. NO Clayton M Thomas VDOT RICHMOND DISTRICT Colonial Heights, Virginia Location & Design Responsible Charge Engineer Responsible for Pages to 56 47

14 PROJECT DESCRIPTION This project will patch & overlay the concrete pavement on I-85 NB from MM 44.00,.4 mi. N. of Rte. 40 (Doyle Blvd.), to MM 45.87, 3.0 mi. N. of Rte. 40 (Doyle Blvd.), & from MM 55.5, 0.62 mi. N. of Rte. 605 (Hunnicut Rd.), to MM 6.44, 0.27 mi. S. of Rte. (Boydton Plank Rd.) with concrete patching, removal & replacement of UD-7, & overlay with 3.5 of SMA asphalt in the Richmond District in Dinwiddie County in the Petersburg Residency. Since the existing pavement will be overlaid & the grade is to be raised, all guardrails will be replaced. All work shall be performed within the existing right of way. See the Project Details & Typical Sections portions of the Assembly for additional information on Asphalt Overlay, Planing, Concrete Patching, Shoulder Stone, Guardrail, & Rumble Strips. Locations: I-85 NB From: MM 44.00,.4 mi. N. of Rte. 40 (Doyle Blvd.) To: Approx. MM 45.87, 3.0 mi. N. of Rte. 40 (Doyle Blvd.) Note: End proposed patching & overlay at the existing asphalt overlay at approx. MM Transition between proposed & existing overlays shall be done in accordance with ACOT- (pg ) of the VDOT 206 Road & Bridge Standards. I-85 NB From: MM 55.5, 0.62 mi. N. of Rte. 605 (Hunnicut Rd.) To: MM 6.44, 0.27 mi. S. of Rte. (Boydton Plank Rd.) No ramp locations are included in the work described above. 48

15 LOCATION MAP DINWIDDIECOUNTY I-85 NB N Sappony Creek End Sect. MM mi. N. of Rte. 40 Buckskin Creek Begin Proj. MM mi. N. of Rte

16 Picture Lake End Proj MM mi. S. of Rte N Jordan Lake Begin Sect. MM mi. N. of Rte

17 GENERAL NOTES. The quantity breakdown summaries contained in the plan assembly are only meant to represent a breakdown of selected items. For a complete list of all pay items, refer to the Schedule of Items. 2. All lane closures shall require use of a portable changeable message signs. Portable changeable message sign quantities are based on the use of up to three (3) portable changeable message signs for the duration of the project. Prior to the work zone when people, equipment, or materials are present, a portable changeable message sign shall be placed with the following display: Screen CENTER LINE, Screen 2 REDUCE SPEED TO 50 MPH. Should the contactor see a need to use more than the units & hours specified, a proposed plan shall be submitted to the Engineer for approval before supplying additional units. 3. Group 2 Channelizing Devices shall be used on transitions for lane closures. See SP If, after pavement is planed, roughness is present due to spalling, crumbling, potholes, etc., which could contribute to future deformation once asphalt is placed, spot repairs shall be made prior to opening to traffic. The Department shall have a minimum of one hour after the contractor has notified it that the milled area has been swept to examine the work area and notify the contractor that the roughness will require spot repairs. The type of pavement repair is to be determined by the Engineer at the time of discovery. 5. In an effort to avoid traffic control conflicts that may arise between this and any adjacent ongoing or planned projects, the contactor shall provide the VDOT Engineer with lane closure schedules a minimum of two weeks prior to the planned work to begin & updated every Thursday. No lane closures that impact adjacent ongoing or planned projects will be permitted without proper notification & approval by the Engineer. 6. Cost associated with removal of grass & shoulder debris shall be included in the bid price for other items. 7. In the event paving operations extend into a second paving season, the contractor shall ensure at the end of the first paving season that all work is complete on any location where work has commenced, including guardrail placement, asphalt curb & back-up material, patching, planning, paving all lifts in accordance with the appropriate typical sections, permanent pavement markings, rumble strips, shoulder stone wedges, etc. 8. Rideability applies to the mainline travel lanes of all routes within the contract. 9. The Contractor shall grade, seed, & mulch all disturbed areas. All costs associated with grading, seeding, & mulching shall be included in the bid price of other items. 5

18 0. The use of crossovers on interstate routes shall not be allowed without written permission from the Department. If it is desired to use the crossovers, the contractor must request in writing permission to use the crossovers, & describe the location of each crossover & circumstances the crossovers will be used during the life of the contract.. The pavement will be tied down before & after all in-line bridges to prevent the concrete bridge decks from being planned or overlaid. The pavement will also be tied down & the surface planed & replaced under overhead bridge structures to prevent a reduction in the overhead clearance of the roadway. The pavement will also be tied down at the project termini. All tie downs shall be in accordance with the Asphalt Concrete Overlay Transitions (ACOT-) specification. 2. The contractor shall set-up all lanes, shoulders, ramp closures, & detours, & provides all construction/work area protection signs & traffic control devices, to include aluminum & roll up signs, portable sign stands, post, mounting hardware, barrels, cones, arrow boards, & truck mounted attenuators. Cost for signs & other traffic control devices shall be included in Lump Sum MOT. Reference Special Provision Section 52 Maintaining Traffic. 3. All planed surfaces & asphalt pavement in excess of 220 lbs per square yard (2 ) shall be squared up at the end of each shift. All lanes shall be squared up before week-ends or holidays. 4. When paving adjacent to entrance & exit ramps, Contractors shall coordinate his paving work so as not to leave any longitudinal joints/lips to be crossed by motorists entering or exiting the Interstate following each days operations. Any joints/lips to be crossed at interface between mainline lanes and entrances or exit ramps shall be transverse (perpendicular) to the path of motorists. 5. Aggregate Material No. 2A or 2B will be utilized for both shoulder wedging and shoulder restoration at guardrail locations. 6. A temporary 2: safety wedge at the shoulder shall be applicable to areas where the planing edge exceeds 2, & spans the entire length as directed by the VDOT Engineer. The cost shall be incidental to other items. 7. The paving contractor awarded this project shall proceed forward with all planned work through the area of the VDOT Traffic Engineering Division s traffic count loop sensors (do not skip over sensors). Once the project is awarded & the paving contractor is allowed to begin construction, please coordinate with the Traffic Engineering Division a minimum of 4-6 weeks prior to work. The VDOT Central Office Traffic Engineering Division, Traffic Monitoring Section, will incur all costs associated with reinstallation of in-road sensors that are damaged during paving operations. Their contractor, presently Digital Traffic Systems Inc., will perform all necessary sensor reinstallation work after the contractor has completed planing, & prior to the final course being applied. They require a minimum of 2 nights per lane to complete roadway sensor installations. The paving contractor shall take this requirement in consideration when planning their schedules. Contact VDOT Central Office, 52

19 Traffic Engineering, Traffic Monitoring Section Contract Administrator Brooke Kordas at phone , via or Toll Free / VDOT will then put the paving contractor & sensor repair contractor in contact with each other to discuss scheduling & lane closure timeframes. 8. In addition to contacting Miss Utility per specifications, the Contractor will be responsible for marking VDOT underground utilities. The Department will provide the information necessary for the locate work to be accomplished (location of services, routing of cables, etc.). One () week notice is required prior to delivery of information. A current list of contacts will be provided at the pre-construction conference. The contractor will be responsible for repairing any damage due to a failure to locate, or improperly locating, identified VDOT facilities. The cost for this work is to be included in the price bid for other items. Contractor to call Richmond Traffic Operations Center (TOC): 804/ at least 48 hours prior to the beginning of work in order to locate ITS facilities. 9. All in-line bridge approach/runoff slabs (approximately 20 ft length each end) with an existing asphalt surface layer to be planed.5-2 to the concrete slab surface & repaved with asphalt surface mix as appropriated to each lane type (ramps, shoulders, mainline travel lanes, etc.). Planing depth & asphalt overlay application rate to be determined in the field or as directed by the Engineer. 20. The Contractor shall maintain positive drainage. The Contractor s planing & paving sequence of operations shall be planned & executed to maintain positive drainage & safe conditions during construction. 2. Protection of Items It shall be the Contractor s responsibility to protect all items in the roadway, shoulders, & Right-of-Way to include, but not limited to, drop inlets, drainage structure grates, drains, electrical junction boxes, manhole covers, & any adjacent concrete items. Failure to protect such items will result in their replacement &/or a thorough cleaning to the satisfaction of the VDOT Engineer at no additional expense to the Department. 53

20 GUARDRAIL GENERAL NOTES. All guardrail locations shall be field reviewed by the Contractor and the Department together prior to any work starting. The Contractor shall provide 72 hours notice prior to field review. 2. Hazards created by the removal of existing guardrail shall be left open for a period not to exceed four (4) days. The maximum length of guardrail to be removed at any given time shall not exceed 3/4 mile (3960 feet) in length. 3. Once work has begun on a section of guardrail, the work shall be continuously prosecuted to completion. The contractor shall use whatever means necessary to ensure that no blunt ends are left exposed to traffic during non-working hours. a. If, due to unforeseen circumstances, a section of guardrail cannot be completed in a given day, then the contractor shall continuously utilize a TMA to protect any run-on blunt ends or hazards and shall continuously utilize Group II Channelizing Devices in any uncompleted run-off sections as directed by the Engineer at no additional cost to the Department. b. In addition to the use of TMA s and Group II devices as describe above the contractor shall have in place a shoulder closure in accordance with TTC 4.0 of the 20 Work Area Protection Manual in areas of uncompleted guardrail as directed by the Engineer at no additional cost to the Department. 4. During non-work hours all areas in front of guardrail and within its deflection shall be free of any equipment and materials. 5. The contractor shall install GR-9 s with a maximum flare of one foot ( ), unless otherwise directed by the Engineer. 6. Bridge guardrail attachments (BRGR s) and fixed object attachments (FOA s) are designated as: Type I run-on and Type II run-off. 7. The Contractor shall field verify all materials for BRGR s and/or FOA s prior to ordering any materials. 8. Any postholes left as a result of removing existing guardrail in areas of concrete or asphalt shall be patched using material approved by the Engineer. Guardrail postholes shall be backfilled to the ground line with approved material placed in layers not more than 4 inches in height. Each layer shall be compacted by tamping. All cost for this work shall be included in the bid price for guardrail. 9. Cracks in the shoulder as a result of driving or removing posts shall be repaired. In asphalt paved or surfaced treated shoulders, cracks and voids around posts shall be filled, compacted and sealed with fine asphalt plant mix no larger than SM-9.5A. All cost for this work shall be included in the bid price for guardrail. 54

21 0. In areas of asphalt curbing, asphalt curb backup material or concrete curbing; any damage as a result of removing existing guardrail or installing new guardrail shall be repaired using material approved by the Engineer. All repairs shall conform to the original shape, line and grade as possible. All cost for this work shall be included in the bid price for guardrail.. Concrete spalls or holes that are left or created by removal and or attachment of fixed object attachments (FOA s or BRGR s) must be repaired or filled and all costs for this work shall be included with the price for fixed object attachments. All cost for this work shall be included in the bid price for the attachment. 2. The Department reserves the rights to perform other guardrail maintenance and improvement work within the limits stated whenever the Department determines that such work is in the public safety and interest. 3. In addition to call Miss Utility per specifications, the Contractor will be responsible for marking VDOT underground utilities at locations specified in the guardrail schedule included in this contract. The Department will provide the information necessary for the locate work to be accomplished (location of services, routing of cables, etc.). A one () week notice will be required prior to delivery of such information. A current list of contacts will be provided at the pre-construction conference. The contractor will be responsible for repairing any damage due to a failure to locate, or improperly locating, identified VDOT facilities. The cost for this work is to be included in the price bid for guardrail. PAVEMENT MARKING GENERAL NOTES. 6-inch Type B, Class VI shall be used on all centerlines & dotted/skip lines used to separate through lanes from deceleration/acceleration lanes. 2. All bridge decks within & adjacent to paving areas shall have all existing pavement markings eradicated & Type B, Class VI pavement markings installed inch Type B, Class VI shall be used for gore lines on Concrete Pavement. 55

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32 66

33 Recommend joint sealing at longitudinal and transverse joints at JRCP at rest area accel lane Joint Sealing required Right AC shoulder needs patching between rumble strip and edge of pavement Reflective cracking and spalling of AC overlay at bridge approaches CRCP Patching Road Segment Segment Distance (ft) I-85 N (MM ) MM # Lanes Lane Width (ft) Total Road Area (SY) Type IV-A Area (SY) % patching per segment (approximate) Notes 9, ,330 4, % UD present on right side (UD sign at approx. MM 45.) I-85 N (MM ) MM 55.5 (End of Rest Area) MM (underpass at RTE 660 Quaker Road) MM , ,502,00 7.6% Right AC shoulder needs patching between rumble strip and edge of pavement; B-62 (MM 56.2) with type I anchor slabs 2, ,68,000 5.% 5, ,080 5, % longitudinal cracking with spalling 67

34 MM MM MM MM (bridge over RTE ) TOTAL I- 85 N (MM & ) 5, ,080 2, % B-624 (MM 58.3) with type I anchor slabs 5, ,080 2, % B-627 (MM 59.) with type I anchor slabs 5, ,080 2, % overhead message board (MM 60.2) 2, , % 09,965 9,250* 7.5% * 6,475 sy are estimated as concrete patching, the rest as asphalt patch. JCP Patching at Bridge Approaches Bridge Anchor Slab Type Type I Area (SY) Type II Area (SY) B-62 I TBD TBD (Patching Quantity to be determined by the VDOT Engineer - bridge approach covered with AC overlay) B-624 I B-627 I TBD TBD (Patching Quantity to be determined by the VDOT Engineer - bridge approach covered with AC overlay) 68

35 JRCP Patching at Rest Area Accel. Lane Segment Segment Distance (ft) Rest Area Accel. Lane # Lanes Lane Width (ft) Total Road Area (SY) Type I Area (SY) Type II Area (SY) % patching per segment (approximate), , % 00' of deep shoulder patching (~4") required in right shoulder at end of accel lane Notes 69

36 QUANTITIES BREAKDOWN SUMMARIES The following tables are only meant to represent a breakdown of quantities for guardrail, pavement, asphalt curbing, and temporary pavement markers. For a complete list of all pay items, please refer to the Schedule of Items. 2 SECTIONS NB Pavement Quantities Breakdown ITEM # ITEMS / ROUTE TOTALS UNIT Item Description A B NORTHBOUND ONLY MM MM MM MM Aggregate Material No. 2A or 2B,549 4,92 6,555* TON 6403 Stone Matrix Asphalt SMA-2.5 (64E-22) 2,60 8,347 0,957 TON 6325 Asphalt Concrete Ty. SMA-9.0 (64E-22) 3,480,30 4,60 TON 6355 Asphalt Concrete Ty. SM-2.5D 905 2,875 3,780 TON 6370 Asphalt Concrete Ty. IM-9.0D,207 3,833 5,040 TON 6325 Asphalt Concrete Ty. IM-9.0D(PATCH) TON Underdrain UD-7 9,874 3,363 4,237 LF EW EA Outlet Pipe 580,800 2,380 LF Underdrain -Remove UD 9,874 3,363 4,237 LF 44 Pipe Tie-In EA Remove Exist. Endwall - Remove EW EA 2450 Remove Exist. - Remove Outlet Pipe 580,800 2,380 LF 5290 Patching Cem. Conc. Pave. Ty. CRCP-A 3,937 2,538 6,475 SY 530 Patching Cement Conc. Pave., Type-I N/A SY 5302 Patching Cement Conc. Pave., Type-II N/A SY 0497 Pavement - Crack/Sealant Ty B,97 3,803 5,000 LB 0628 Flexible pavement planing 0-2 4,000 SY 0633 Rigid pavement planing 0-2 7,400 SY *includes 85 tons from guardrail schedules 70

37 PAVEMENT MARKINGS SCHEDULE I-85 NB Dinwiddie County From: MM 44 TO: MM LENGTH:.87 MILES MAIN LINE ITEM# ITEM DESCRIPTION COMMENT SECTION TOTAL 0700 Rumble Strip, Asphalt 6" Cut 9,747.2 LF Type B Class VI, Pavement Line Marking - 6" Edgeline, Yellow 9,874 LF Type B Class VI, Pavement Line Marking - 6" Edgeline, White 9,874 LF Type B Class VI, Pavement Line Marking - 6" Skips, White 2,469 LF 5405 Eradication of Exist. Linear Pvmt Markings Markings 22,27 LF 5420 Remove Exist. Raised Pavement marker Removal 23 EA 5427 Snow Plow. Raised Pavement Marker Asph. Conc. White / Red 23 EA Temp. Pvmt. Mrkg. Ty A, 4" (temp. paint) Temporary Markings 22,27 LF UNIT 7

38 MM GUARDRAIL SCHEDULE County Dinwiddie Route I-85 Northbound, MM MM Location # MM 44.02, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 975 Install new GR-9 head 00' South of the existing GR-9 head County Dinwiddie Route I-85 Northbound, MM MM Location # 2 I-85 Northbound, MM 44.03, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION 6242 TON AGG. BASE MAT. TY I OR II, NO. 2A OR 2B LF REMOVE EXISTING GUARDRAIL LF RECONSTR. EXISTING SHOULDER RESTORATION 425 Install new GR-9 head 50' South of the existing GR-6 72

39 County Dinwiddie Route I-85 Northbound, MM MM Location # 3 I-85 Northbound, MM 44.86, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL 2450 LF REMOVE EXIST.SALVAGE EXISTING GUARDRAIL LF REMOVE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) 225 Install new GR-9 head 25' South of the existing GR-9 County Dinwiddie Route I-85 Northbound, MM MM Location # 4 I-85 Northbound, MM 44.87, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 62.5 Install new GR-9 head 25' South of the existing GR-7 73

40 County Dinwiddie Route I-85 Northbound, MM MM Location # 5 I-85 Northbound, MM 45.2, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL LF REMOVE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) 00 Install new GR-9 head 00' South of the existing GR-6 County Dinwiddie Route I-85 Northbound, MM MM Location # 6 I-85 Northbound, MM 45.26, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 525 Install new GR-9 head 25' South of the existing GR-7 74

41 PAVEMENT MARKINGS SCHEDULE I-85 NB Dinwiddie County From: MM 55.5 TO: MM 6.44 LENGTH: 5.94 MILES MAIN LINE ITEM# ITEM DESCRIPTION COMMENT TOTALS UNIT 0700 Rumble Strip, Asphalt 6" Cut 62,725.8 LF Type B Class VI, Pavement Line Marking - 6" Edgeline, Yellow 3,363 LF Type B Class VI, Pavement Line Marking - 6" Edgeline, White 3,363 LF Type B Class VI, Pavement Line Marking - 6" Skips, White 7,84 LF Type B Class VI, Pavement Line Marking - 8" White 840 LF 5405 Eradication of Exist. Linear Pvmt Markings Markings 70,567 LF 5420 Remove Exist. Raised Pavement marker Removal 392 EA 5427 Snow Plow. Raised Pavement Marker Asph. Conc. White / Red 392 EA Temp. Pvmt. Marking Ty A, 4" (temp. paint) Temporary Markings 70,567 LF 75

42 MM GUARDRAIL SCHEDULE Route I-85 Northbound MM MM 6.44 Location # I-85 Northbound MM 54.96, left shoulder Item Code Unit LOCATION NOT NEEDED, Description DUE TO MILEAGE CHANGES Quantity 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA NS REMOVE EXISTING GUARDRAIL TERMINAL 2460 LF NS REMOVE EXISTING GUARDRAIL 000 Tie new GR-2 to existing GR2/GR-6 near point of tangent Route I-85 Northbound MM MM 6.44 Location # 2 I-85 Northbound LOCATION MM 54.96, NOT right NEEDED, shoulder DUE TO MILEAGE CHANGES Do not upgrade 76

43 Route I-85 Northbound MM MM 6.44 Location # 3 I-85 Northbound MM 55.69, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 450 Route I-85 Northbound MM MM 6.44 Location # 4 I-85 Northbound MM 55.69, right shoulder 335 EA GUARDRAIL TERMINAL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL, GR

44 Route I-85 Northbound MM MM 6.44 Location # 5 I-85 Northbound MM 55.95, right shoulder 3320 LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION 2450 EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

45 Route I-85 Northbound MM MM 6.44 Location # 6 I-85 Northbound MM 56.04, left shoulder 3320 LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION 6242 TON AGG. BASE MAT. TY I OR II, NO. 2A OR 2B EA REMOVE EXIST.AND SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF RECONSTR. EXISTING SHOULDER RESTORATION

46 Route I-85 Northbound MM MM 6.44 Location # 7 I-85 Northbound MM 56.3, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR TON AGG. BASE MAT. TY I OR II, NO. 2A OR 2B EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY II) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY II) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF RECONSTR. EXISTING SHOULDER RESTORATION

47 Route I-85 Northbound MM MM 6.44 Location # 8 I-85 Northbound MM 56.3, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR TON AGG. BASE MAT. TY I OR II, NO. 2A OR 2B EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY II) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY II) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF RECONSTR. EXISTING SHOULDER RESTORATION 250 Route I-85 Northbound MM MM 6.44 Location # 9 I-85 Northbound MM 56.4, left shoulder 335 EA GUARDRAIL TERMINAL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL 200 (GR-2) 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL 200 8

48 Route I-85 Northbound MM MM 6.44 Location # 0 I-85 Northbound MM 56.4, right shoulder 335 EA GUARDRAIL TERMINAL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL, (GR- 2) LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL 75 Route I-85 Northbound MM MM 6.44 Location # I-85 Northbound MM 56.76, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL 2 82

49 24600 LF REMOVE EXISTING GUARDRAIL 425 Tie new guardrail to the existing FOA Route I-85 Northbound MM MM 6.44 Location #2 I-85 Northbound MM 56.78, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF RECONSTR. EXISTING SHOULDER RESTORATION 325 Route I-85 Northbound MM MM 6.44 Location # 3 I-85 Northbound MM 57.0, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

50 Route I-85 Northbound MM MM 6.44 Location #4 I-85 Northbound MM 57.4, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 250 Route I-85 Northbound MM MM 6.44 Location #5 I-85 Northbound MM 57.46, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

51 Route I-85 Northbound MM MM 6.44 Location #6 I-85 Northbound MM 57.5, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 650 Route I-85 Northbound MM MM 6.44 Location # 7 I-85 Northbound MM 57.79, right shoulder 3320 LF GUARDRAIL GR-2 2, EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) 2450 EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

52 Route I-85 Northbound MM MM 6.44 Location #8 I-85 Northbound MM 57.70, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION This is a new location intended to protect the upstream radial rail. Route I-85 Northbound MM MM 6.44 Location #9 I-85 Northbound MM 57.8, left shoulder 3320 LF GUARDRAIL GR LF RADIAL GUARDRAIL, GR EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE GUARDRAIL TERM. (BR- GR TY I) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) Route I-85 Northbound MM MM 6.44 Location #20 I-85 Northbound MM 58.23, right shoulder 86

53 3320 LF GUARDRAIL GR EA FIXED OBJECT ATTACHMENT, GR-FOA 3, TYPE I EA NS REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE GUARDRAIL TERM. (BR- GR TY I) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) Route I-85 Northbound MM MM 6.44 Location #2 I-85 Northbound MM 58.27, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY II) 340 EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (BR-GR TY II) Route I-85 Northbound MM MM 6.44 Location #22 I-85 Northbound MM 58.73, right shoulder 87

54 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL LF GUARDRAIL INSTALL SALVAGED GUARDRAIL GR LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL 300 Route I-85 Northbound MM MM 6.44 Location # 23 I-85 Northbound MM 58.73, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 325 Route I-85 Northbound MM MM 6.44 Location # 24 I-85 Northbound MM 58.5, right 88

55 shoulder 3345 EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA REMOVE EXIST.SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 2.5 Route I-85 Northbound MM MM 6.44 Location # 25 I-85 Northbound MM 59.5, left shoulder 340 EA GUARDRAIL REUSE EXISTING TERMINAL, BRGR TY. I 3400 LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) Tie new GR-2 to existing GR-2/GR-6 near point of tangent 89

56 Route I-85 Northbound MM MM 6.44 Location # 26 I-85 Northbound MM 59.23, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY II) 2450 EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY II) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL Route I-85 Northbound MM MM 6.44 Location # 27 I-85 Northbound MM 59.23, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA GUARDRAIL REUSE EXISTING TERMINAL, BRGR TY. II 340 EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY II) 2450 EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY II) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

57 Route I-85 Northbound MM MM 6.44 Location # 28 I-85 Northbound MM 59.66, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA GUARDRAIL TERMINAL SITE PREPARATION 340 EA GUARDRAIL REUSE EXISTING TERMINAL, GR EA REMOVE EXIST. SALAVAGE EXIST. GUARDRAIL TERM. (GR-9) 340 EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (GR-9) LF REMOVE EXISTING GUARDRAIL 750 Route I-85 Northbound MM MM 6.44 Location # 29 I-85 Northbound MM 59.23, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

58 Route I-85 Northbound MM MM 6.44 Location # 30 I-85 Northbound MM 60.23, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (GR-9) 340 EA REMOVE AND SALAVAGE EXIST. GUARDRAIL TERM. (GR-9) 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA REMOVE EXISTING GUARDRAIL TERMINAL Route I-85 Northbound MM MM 6.44 Location # 3 I-85 Northbound MM 60.25, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA GUARDRAIL TERMINAL SITE PREPARATION 340 EA GUARDRAIL REUSE EXISTING TERMINAL, GR EA NS GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (GR-9) 340 EA REMOVE EXIST. SALAVAGE EXIST. GUARDRAIL TERM. (GR-9) 92

59 24600 LF REMOVE EXISTING GUARDRAIL 225 Route I-85 Northbound MM MM 6.44 Location # 32 I-85 Northbound MM 60.44, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL

60 Route I-85 Northbound MM MM 6.44 Location # 33 I-85 Northbound MM 60.47, right shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR-2) EA GUARDRAIL INSTALL SALVAGED EXIST. GUARDRAIL TERM. (GR-9) 340 EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (GR-9) 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA NS REMOVE EXISTING GUARDRAIL TERMINAL Route I-85 Northbound MM MM 6.44 Location # 34 I-85 Northbound MM 60.95, left shoulder 335 EA GUARDRAIL TERMINAL GR LF GUARDRAIL GR EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA GUARDRAIL TERMINAL SITE PREPARATION EA REMOVE EXISTING GUARDRAIL TERMINAL 340 EA GUARDRAIL INSTALL SALVAGE EXIST. GUARDRAIL TERM. (GR-9) LF REMOVE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (GR-9) 94

61 Route I-85 Northbound MM MM 6.44 Location # 35 I-85 Northbound MM 60.95, right shoulder 3345 EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR- 2) EA GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) 3349 EA GUARDRAIL TERMINAL SITE PREPARATION 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 25 Route I-85 Northbound MM MM 6.44 Location # 36 I-85 Northbound MM 6.35, left shoulder 3345 EA ALTERNATE BREAKAWAY CABLE TERMINAL, GR EA NS GUARDRAIL REUSE EXISTING TERMINAL, BRGR TY. I 340 EA NS GUARDRAIL INSTALL SALAVAGED EXIST. GUARDRAIL TERM. (BR-GR TY I) 95

62 3400 LF GUARDRAIL INSTALL SALVAGED GUARDRAIL (GR- 2) EA GUARDRAIL TERMINAL SITE PREPARATION 2450 LF REMOVE EXIST. SALVAGE EXISTING GUARDRAIL EA REMOVE EXIST. SALVAGE EXIST. GUARDRAIL TERM. (BR-GR TY I) EA REMOVE EXISTING GUARDRAIL TERMINAL LF REMOVE EXISTING GUARDRAIL 25 MAINTENANCE OF TRAFFIC UPC 0865 NB MOT Items TOTALS From: MM To: MM From: MM To: MM 6.44 UNIT Group 2 Channelizing Device 25,900 Day Construction Sign 588 SF Truck Mounted Attenuator 2,072 Hour Electronic Arrow 2,072 Hour 96

63 TRAFFIC MANAGEMENT PLAN INTRODUCTION Richmond District Maintenance proposes flexible pavement planning, concrete patching, shoulder stone, add UD-7, rumble strips, upgrade guardrail, with 3.5 asphalt overlay on the mainline on I-85 from MM to MM NB and from MM to MM 6.44 NB. All work shall be done in accordance with the Virginia Work Area Protection Manual and the Limitations of Operations. TEMPORARY TRAFFIC CONTROL PLAN General Notes The length of the project is 7.8 miles. The following traffic control specifications from the Virginia Work Area Protection Manual will be used: TTC-4, TTC-6, TTC-7, TTC-37, TTC-53, TTC-57, & TTC-58 as required. The traffic volume I-85 NB from MM is 2,082 VPD (205), & from MM is 3,705, & includes a wide variety of traffic types including trucks, buses, commuters, travelers, & residents. There are no identified areas within the right of way for the contractor to store equipment & materials. The contractor must request in writing permission to use the ROW and to describe the location of each ROW area and under what circumstances the ROW will be used during the life of the contract. No ROW usage will be permitted without proper notification and approval by the Engineer. Special Details There are no special details for this project that are not addressed in the Virginia Work Area Protection Manual or Limitations of Operations. TRANSPORTATION OPERATIONS PLAN ) The process to notify the Transportation Operations Center to place lane closure information on the 5 system and VA Traffic will be: a) Contractor is to provide the VDOT project inspector &/or Construction Manager with a tentative lane closure schedule a minimum of two weeks prior to the planned work to begin & updated every Thursday. b) Construction Manager to advise the Resident Administrator of proposed lane closure. The Resident Administrator is to have VA Traffic operator enter data into VA Traffic, and also advise Transportation Operations Center. 2) The following is a list of local emergency contact agencies: Virginia State Police (804) or or #77 Cellular Haz-Mat Center (if spill involved) - 9 3) Procedures to respond to traffic incidents that may occur in the work zone: a) Contractor to notify Virginia State Police and VDOT Inspector in charge and Smart Traffic Center. b) Depending upon severity of incident, contractor may have to shut down work. c) Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d) Inspector to notify Construction Manager/Resident Administrator of incident and take pictures as necessary, especially pictures of contractor s work zone to verify the proper setup. 4) Process of notification of incident to be followed is: 97

64 Contractor to call: a) Transportation Operations, Shift Supervisor (804) or b) Project Maintenance of Traffic Coordinators (Inspector) To Be Determined c) Construction Project Managers: To Be Determined d) Area Construction Engineer: Ron Hobson (804) e) Resident Administrator: Petersburg Crystal Smith, (434) f) District Work Zone Safety Coordinators, Donnie Smith (804) g) Regional Traffic Engineer, Rob Vilak (804) h) District Public Affairs Manager, Lindsay LeGrand (804) ) The Virginia State Police will take control of the incident and direct its clearing and restoration to normal traffic conditions. 6) The Virginia State Police report of the incident will be reviewed by the Resident Administrator 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, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modification and implementation of an improved traffic control plan. 98

65 99

66 LOOP LOCATIONS 200