DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREETcabb.virginiadot.org/upload/20140114101357 234...

DEPARTMENT OF TRANSPORTATION

1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000

Gregory A. Whirley Commissioner

January 14, 2014

Order No.: 234 Route: I-81 Project: (FO)PM2R-060-F14,P401; (FO)0081-060-F14,P401 FHWA: IM-PM02(377); STP-081-2(294) District: Salem County: Montgomery Bids: January 22, 2014

To Holders of Bid Proposals:

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

BID PROPOSAL Substitute Table of Contents for Provisions as Special Provision Copied Note Section 108.02 Limitation of Operations has been revised from 10-22-13 (SPCN) to 1-10-14 (SPCN).

Substitute pages 17 through 110 as the No Plan Assembly has been revised.

Substitute pages 112 through 114 as Special Provision Copied Note Section 108.02 Limitation of Operations has been revised from 10-22-13 (SPCN) to 1-10-14 (SPCN). Don E. Silies State Contract Officer Assistant Division Administrator, Construction Division

JDRN Enclosures

ORDER NO.: 234 CONTRACT ID. NO.: C000105047N01

TABLE OF CONTENTS FOR PROVISIONS

FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS. (c100fv0) VOLUME 1 AND 2 CONTRACT DOCUMENTS STATUS 11-24-08 (SPCN) ...................... 1 (c100ov11) 2013 VOLUME 2 PLANT MIX AMENDMENTS 10-8-13 (SPCN) ...................................... 1 (c100rv0) VOLUME 2 USED IN THIS CONTRACT (2013) 6-10-13 (SPCN) ........................................ 5 (c103i00) SEC. 103—AWARD & EXECUTION OF CONTRACTS (E-Verify) 11-20-13 (SPCN) ............ 6 (c105hf1) SECTION 105.06 SUBCONTRACTING 12-19-08 (SPCN) .................................................... 6 SMA SCHEDULE WORK DATES (Salem District Only) 8-22-13e (SPCN) ............................................ 7 SECTION 108.02—LIMITATION OF OPERATIONS 10-22-13 (SPCN) .................................................. 7 S512N00 - POLICE ASSISTANCE FOR PAVING OPERATIONS 11-6-13 ......................................... 10 SFV02AF - PREDETERMINED MINIMUM WAGE RATES (VOL.1) VA139 10-22-08 ........................ 11 TOW WRECKER SERVICE 11-21-13 ..................................................................................................... 15 NO PLAN ASSEMBLY (94 PAGES) .......................................................................................................... 17 (c211hg0) POLISHING AGGREGATE IN ASPHALT CONCRETE 10-7-09 (SPCN) ........................ 111 SECTION 108.02 LIMITATION OF OPERATIONS 1-10-14 (SPCN).................................................... 112 SMA SCHEDULE WORK DATES (Salem District Only) 9-1-11a (SPCN) .......................................... 114 PAVEMENT MARKING AND MARKERS 1-8-14 (SPCN) .................................................................... 114 VIRGINIA TEST METHOD, VTM-102 1-6-14 (SPCN) .......................................................................... 114 SECTION 704—PAVEMENT MARKINGS & MARKERS 1-8-14 ........................................................ 115

TIER 1 PROJECT

”NO PLAN” RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA


CONSTRUCTION: ______ MAINTENANCE: __X___

DISTRICT: Salem CITY/COUNTY: Montgomery UPC NO.: 105047 FUNCTIONAL CLASS Rural Interstate FHWA 534 DATA 11105 TYPE CODE I000 ROUTE: I-81 PROJ. PM2R-060-F14,P401 FEDERAL NO.: IM-PM02(377) FROM: MP 16.864 TO: MP 20.21 LENGTH (FEET): 17,667 MILES 3.346 TOPO: N/A DESIGN SPEED (MPH): N/A VPD (YEAR) 20,000 – 29,999 (2012) PROJECT MGR: Shahriar Najafi 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 c onstructed in accordance with the Department's 2007 Road and Bridge Specifications, 2008 Road and B ridge Standards, 2009 MUTCD, 2011 V irginia 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.

RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

DATE DISTRICT PLANNING AND INVESTMENT MANAGER DATE DISTRICT PLANNING AND INVESTMENT MANAGER

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

APPROVED FOR RIGHT OF WAY ACQUISITION APPROVED FOR CONSTRUCTION

DATE DISTRICT ADMINISTRATOR DATE DISTRICT ADMINISTRATOR Copyright 2013 Commonwealth of Virginia


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T. W. DiGiulian, PE, LS

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Robert H. Cary, PE, LS

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11/04/13

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11/04/13

TIER 1 PROJECT

”NO PLAN” RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA


CONSTRUCTION: ___X___ MAINTENANCE: _____

DISTRICT: Salem CITY/COUNTY: Montgomery UPC NO.: 105301 FUNCTIONAL CLASS Rural Interstate FHWA 534 DATA 11105 TYPE CODE I000 ROUTE: I-81 PROJ. 0081-060-F14,P401 FEDERAL NO.: STP-081-2(294) FROM: MP 15.98 TO: MP 16.864 LENGTH (FEET): 4,668 MILES 0.884 TOPO: N/A DESIGN SPEED (MPH): N/A VPD (YEAR) 20,000 – 29,999 (2012) PROJECT MGR: Shahriar Najafi 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 c onstructed in accordance with the Department's 2007 Road and Bridge Specifications, 2008 Road and B ridge Standards, 2009 MUTCD, 2011 V irginia 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.

RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

DATE DISTRICT PLANNING AND INVESTMENT MANAGER DATE DISTRICT PLANNING AND INVESTMENT MANAGER

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

APPROVED FOR RIGHT OF WAY ACQUISITION APPROVED FOR CONSTRUCTION

DATE DISTRICT ADMINISTRATOR DATE DISTRICT ADMINISTRATOR Copyright 2013 Commonwealth of Virginia


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sally.dirico

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11/04/13

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Robert H. Cary, PE, LS


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TIER 1 PROJECT “NO PLAN” RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS

COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION

SEALING AND SIGNING SHEET

Sealed and Signed by: Sealed and Signed by: Sealed and Signed by:

Brett J. Randolph

Travis Scott Higgs

License No. License No. License No.

046639

045204

On the Date of: On the Date of: On the Date of:

1-7-2014

1-8-2014

An electronic version of the original sealed and signed sheet and No Plan assembly is available in the L&D Plan

File Room.

An electronic version of the original sealed and signed sheet and No Plan assembly is available in the

L&D Plan File Room.

An electronic version of the original sealed and signed sheet and No Plan assembly is available in the L&D Plan

File Room.

VDOT (Division) or Company Name Insert Location, Virginia

Insert Technical Discipline





PROJECT NARRATIVE UPC 105047 PM2R-060-F14,P401 IM-PM02(377) and UPC 105301 0081-060-F14,P401 STP-081-2(294) The purpose of this project is to Plant Mix a portion on Interstate 81NB in Montgomery County. The project will include mainline resurfacing, pavement line markings, installation of pavement markers and guardrail improvements where applicable. Roadway Safety Assessments have been completed for this project. This project will improve subgrade drainage and yielding subgrade issues and provide 15 to 20 years design life. This project is eligible for federal funding and being on the Interstate system, the inclusion of dedicated pedestrian or bicycle facilities is not applicable. This project has been reviewed by the Environmental Division to determine applicable permits required. All work will be performed within existing pavement structure and no utilities will be impacted. Based on a 12/10/13 advertisement date a fixed completion date for this work has been established as 06/30/15.


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sally.dirico

Text Box

Commonwealth of Virginia Department of Transportation

Salem District Interstate Plant Mix General Notes Salem District Notes: Tonnage is included in all contract items for wedges, connections, crossovers, and turn lanes as shown. Routes to be restricted during certain times are indicated within the contract line item. Routes where work is to be performed only during certain dates are indicated within the contract line item. This restriction applies to all contract work within that line item. All Routes: No asphalt course shall be opened to traffic or have subsequent pavement overlays placed when the temperature of the pavement is above 150 degrees Fahrenheit. All Counties: The contractor shall remove the raised snow plowable pavement markers prior to paving. The cost of removing raised snow plowable pavement markers shall be included in the bid price of other items. Where raised snow plowable pavement markers are removed, the contractor shall patch these areas at the time of removal. The cost of this patching shall be included in the bid price of other items. The contractor will be responsible for the disposal of the removed markers. All Counties: Any gouged areas resulting in excessive depth from planing operations shall be scratched and repaired at the contractor’s expense. All Counties: All Interstate Routes will be required to have non-polishing aggregate in all surface mixes, regardless of traffic count. All Counties: When milling is required in areas containing manhole covers and other obstructions, the contractor will be required to remove pavement adjacent to same. Removal of pavement adjacent to same will be included in the milling price. Milling and pavement inlay shall be required for all overlay locations with overhead structures in order to prevent decreasing the clearance between the structure and the roadway in accordance with the ACOT-1 standard in the 2008 VDOT Road and Bridge Standards. The contractor is responsible for the clean-up of all milling/excavating debris to assure that no build-up of the millings/excavating is allowed to cause drainage problems along the edge of the pavement.


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Where the 1.5” overlay of the right shoulder is called for, the pavement drop-off at the face of guardrail shall not be located any closer than 2’-0” in front of the face of guardrail. The drop-off shall be limited to a range of 1½” in height with a 4:1 or flatter wedge to minimize the effect of the drop-off on a vehicle. Any drop-off that should happen to fall within 2’-0” of the face of guardrail shall be corrected by the Contractor with a method suitable to the VDOT engineer and shall be at no additional cost to the Department. The " PHASE 1: Inside Shoulder Patching for Maintenance of Traffic" located elsewhere in this contract is to note the details for the spot patching in left side shoulder on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. The "Patching Detail" located elsewhere in this contract is to note the locations and details for the patching on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. If excavation is used in lieu of milling for pavement demolition of the asphalt layers, the asphalt shall be sawcut around the perimeter of the excavation and the price for sawcutting shall be included in the price for pavement demolition (24430 – Demolition of Pavement). The bottom of the patches shall be graded as shown in the "Patching Detail" to properly drain to UD-7s. The cost for grading shall be included in the base bid line item for "24430 – Demolition of Pavement". After placement of the No. 1 Aggregate (10065 – AGGR. MATL. NO. 1), a method of compaction consisting of at least three passes with a steel drum vibratory roller weighing no less than 10 tons shall be used. The Milling and Overlay Detail located elsewhere in this contract is to note the detail of milling and overlay on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. Intermediate layer shall be placed (over/through the patches) as soon as possible following completion of the patching. Base Asphalt (BM-25.0) shall be subject to traffic for no more than 14 calendar days. UD-7s are required on the right side only and shall be placed outside of the rumble strips approximately 2 feet from the right edge line. Outlets shall be supplied approximately every 200 feet and in all sag locations. The Guardrail Schedule located elsewhere in this contract is to note the locations for the installation and removal of guardrail items on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co.


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Detour signs on northbound Route 11/eastbound Route 460 will be left in place after construction is complete and will become property of the Department. All remaining detour signs will be removed with the project. The construction sequence for I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. shall be as follows unless approved otherwise by the Engineer:

Phase 1: Spot patching in left side shoulder adjacent to outside lane patches Phase 2: Full depth patching in outside lane Phase 3: Mill outside lane and place back SM-19.0D asphalt Phase 4: Install underdrains Phase 5: Mill outside shoulder from MM 123 to MM 124.6 and place back IM-19.0D asphalt Phase 6: Mill inside lane and place back IM-19.0D asphalt Phase 7: Install and replace guardrail Phase 8: Place asphalt surface course and permanent pavement markings Phase 9: Install rumble strips All Counties: If the contractor chooses to use slag as an alternative to natural aggregate, adjustments shall be made to compensate for the difference in specific gravity of the slag compared to the natural aggregate. The pay total for the roadway section where slag is being used as an alternate material shall be based on the tonnage of a mix using 100% natural aggregate at the plant where the mix is being produced. The following will be used to determine the Adjusted Pay Total: A = Line Item Tonnage B = % Asphalt (decimal form) C = Specific Gravity of Slag Mix D = Specific Gravity of Natural Aggregate Mix E = Design Lbs/Sq. Yd. (Natural Agg. Mix) F = Tons of Slag Produced Estimated Slag Mix Tonnage, G = [A-(A x B)] x (C/D) + (A x B) Slag Mix Lbs./Sq. Yd. = E x (G/A) Adjusted Pay Total = F x (A/G) All overlay locations containing bridge structures, shall require a smooth transition for entering and exiting the structure and shall be in compliance with Supplemental Section 515 of the contract documents..


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A Truck Mounted Attenuator (TMA) shall be used during installation of pavement markings, pavement markers or, loop detectors, as shown in the current Virginia Work Area Protection Manual or current MUTCD or as directed by the Engineer. All traffic control devices and signs necessary for maintenance of traffic shall be furnished, installed, maintained, and removed by the Contractor. All traffic control device locations shall be marked by the Contractor and reviewed by the Engineer prior to installation. All signs installed shall be in accordance with both the current Virginia Work Area Protection Manual and the current MUTCD for Streets and Highways. Construction and permanent pavement marking shall be installed in accordance with the manufactures practices and the current VDOT Road and Bridge Specifications. All existing pavement marking shall be replaced as the existing is currently marked. Prior to installing Raised Snow Plowable Pavement Markers, the pavement surface shall be dry and the minimum temperature shall be no less than stated in the Specifications. The clear zone is to be free of stored materials and parked equipment. Sight distance at interchanges and entrances shall not be impacted by parked construction vehicles or equipment. There will be no work allowed on Interstate 77 in Carroll County between the preceding Friday and the Monday following the NASCAR races at Martinsville Speedway and Bristol Motor Speedway Holidays: In addition to the aforementioned restrictions in the contract, the following will apply to all line items unless waived in writing by the Engineer. All traffic lanes shall be open to traffic per the specifications listed Section 108.02—Limitation of Operations of the Road and Bridge Specifications or Volume 2 of the contract. Note: The VDOT Engineer reserves the right to monitor traffic conditions impacted by the work, and the Engineer shall have the authority to impose additional restrictions for other holidays or special events as determined necessary in the event that safety or other conditions warrant, and to change and/or alter the work hour time frame(s) accordingly.


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GENERAL INFORMATION SHEET

The information contained in the SWPPP General Information sheets is intended to comply with the requirements of the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) issued July 1, 2009 and VDOT’s approved Annual ESC and SWM Standards and Specifications. The SWPPP General Information sheets are to be completed and included in the construction plan set (or other such documents) for land disturbance activities that disturb an area equal to or greater than 10,000 square feet, or equal to or greater than 2,500 square feet in the area defined as Tidewater, Virginia in the Virginia Chesapeake Bay Preservation Act. Information shown on the SWPPP General Information sheets is to be updated/revised by the VDOT RLD as necessary in order to reflect changes that may occur during the construction phase of the land disturbing activity. The updated/revised sheets shall be maintained with the designated record set of plans for the land disturbance activity. * Denotes information that is to be provided/completed by the VDOT RLD. ** Denotes information that is to be provided/completed by the contractor. Note: Effective July 1, 2013, responsibility for the VSMP General Permit for Discharges of Stormwater from Construction Activities (the VSMP Construction Permit) was transferred from the DCR to the DEQ. ACRONYMS

DCR – Department of Conservation and Recreation DEQ – Department of Environmental Quality EPA – U.S. Environmental Protection Agency ESC – Erosion and Sediment Control R&B – Road and Bridge RLD – Responsible Land Disturber SWM – Stormwater Management SWPPP – Stormwater Pollution Prevention Plan VDOT – Virginia Department of Transportation VSMP – Virginia Stormwater Management Program


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SECTION I GENERAL INFORMATION

1. Activity Description - F14 Bonus OA Montgomery County Interstate Plant Mix, patching , and UD installation

2. This land disturbance activity site is located in Montgomery County and approximately 2.76 acres (0.405 acres Construction and 2.355 acres Maintenance) will be disturbed by excavation, grading or other construction activities.

3. This proposed Construction activity disturbs less than one acre (less than 2,500 square feet in a designated Chesapeake Bay Preservation Area) and is exempt from the VSMP Regulations and coverage under the VSMP General Permit for Discharges of Stormwater from Construction Activities (the VSMP Construction Permit) as issued by the DEQ. This proposed Maintenance activity is exempt from the VSMP Regulations and coverage under the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) as issued by the DEQ because it is considered a routine maintenance activity (i.e., the proposed activity is intended to maintain the original line and grade, hydraulic capacity or original construction of the project or involves the paving of an existing roadway with a compacted or impervious surface and the reestablishment of existing associated ditches and shoulders).

4. The ESC and SWM plans (where applicable) for this land disturbance activity has been developed in accordance with VDOT's Annual Erosion and Sediment Control and Stormwater Management Standards and Specifications as approved by the DEQ.

5. Duane Mann – Southern Area Construction Engineer is designated as the RLD for this land disturbance activity.

6. Critical areas (e.g., wetlands, surface water bodies, etc) adjacent to this land disturbance activity site and not otherwise identified in the construction plan set (or other such documents) are as follows: none

7. Stormwater run-off from the disturbed areas of this land disturbance activity will flow into the following streams: Unnamed tributary to Spring Branch


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8. Locations where stormwater discharges from this land disturbance activity site to

surface water (as defined in section 4VAC50-60-10 of the VSMP Regulations) are identified in the construction plan set (or other such documents).

SECTION II EROSION AND SEDIMENT CONTROL

1. The following variances to the Virginia ESC Regulations have been approved by the DEQ for this land disturbance activity: none

**2. The intended sequence and timing of activities that disturb soils at the site (e.g., grubbing, excavation, grading, utilities and infrastructure installation, etc.) shall be provided by the contractor in accordance with Section 108.03 of the VDOT R&B Specifications and will be included with the other SWPPP documents for this land disturbance activity.

3. Directions of stormwater flow and approximate slopes anticipated after major grading activities are identified in the construction plan set (or other such documents) for this land disturbance activity.

4. Areas of soil disturbance and areas of the site which will not be disturbed are identified in the construction plan set (or other such documents) for this land disturbance activity.

5. Locations of major structural and nonstructural ESC measures identified in the SWPPP, including those that will be permanent controls that will remain after construction activities have been completed, are identified in the construction plan set (or other such documents) for this land disturbance activity.

6. Locations where stabilization practices are expected to occur are identified in the construction plan set (or other such documents) for this land disturbance activity.

7. A description of interim and permanent stabilization practices for the site are identified in the applicable sections of the documents identified in the Note 1 of Section III.

**8. A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated will be provided by the contractor and maintained with the SWPPP documents for this land disturbance activity.


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9. A description of structural practices to divert flows from exposed soils,

retain/detain flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the construction site are identified in the applicable sections of the documents identified in Note 1 of Section III.

10. A description and schedule of procedures to maintain vegetation, erosion and

sediment control measures and other protective measures in good and effective operating conditions during construction are identified in Sections 107.16 and 303.03 of the VDOT R&B Specifications.

11. All engineering calculations supporting the design of erosion and sediment control measures are contained in the project drainage file located in the VDOT Salem District Hydraulics Section and will be made available for review upon request during normal working business hours.

12. The temporary erosion and siltation control items shown on the ESC Plan for this land disturbing activity are intended to provide a general plan for controlling erosion and sediment within the project limits. The ESC Plan is based on field conditions at the time of plan development and an assumed sequence of construction for the project. The contractor, in conjunction with the VDOT Project Engineer and/or ESC Inspector, shall adjust the location, quantity and type of erosion and sediment control items required based on the actual field conditions encountered at the time of construction and the actual scheduling and sequencing of the construction activities. Significant changes to the proposed ESC Plan (e.g., those that require an engineering analysis) shall be submitted to the applicable District Hydraulics Engineer for review and approval. Any changes to the proposed ESC Plan must be noted on the designated record set of plans which shall be retained on the project site and made available upon request during normal working business hours.

13. The areas beyond the project's construction area are to be protected from siltation. Perimeter controls such as filter barrier, silt fence, diversion dikes, turbidity curtains, etc. shall be installed prior to any grubbing operations or other earth moving activities.

14. Temporary earthen structures such as dikes and berms are to be stabilized immediately upon installation. Stabilization may include temporary or permanent seeding, riprap, aggregate, sod, mulching, and/or soil stabilization blankets and matting in conjunction with seeding.


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15. All channel relocations are to be constructed during the earliest stage of

construction and shall be constructed in accordance with all applicable permit requirements and shall be constructed in the dry wherever possible. Stabilization or vegetation shall be established before flow is redirected through the constructed area as directed by the Engineer.

SECTION III SWPPP

1. All documents related to the SWPPP for this land disturbance activity shall be maintained at the activity site and shall be readily available for review upon request during normal working business hours. Such documents include, but are not limited to, the construction plans (or other such documents), the ESC Plan, the post construction SWM Plan (if applicable), the VDOT R&B Standards and Specifications, Supplemental Specifications, Special Provisions and Special Provision Copied Notes. Documents related to stormwater pollution prevention which are not a part of those documents referenced above, such as a copies of the VSMP Construction Permit coverage letter (when applicable) and the DCR General Permit For Discharges Of Stormwater From Construction Activities (when applicable) and those required to be developed by the contractor for stormwater pollution prevention associated with any support facilities being included in the VSMP Construction Permit coverage for this land disturbance activity are to be maintained at the activity site with the other SWPPP documents. Where no facilities are available at the activity site to maintain the SWPPP documents, they are to be kept by or with the designated RLD at a location convenient to the activity site where they would be made available for review upon request during normal business working hours.

2. Other than construction at the activity site, there are no discharges associated with industrial activity (e.g., from dedicated asphalt plants or dedicated concrete plants) produced by this land disturbance activity or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity.

**3. Documents identifying the locations of support facilities (e.g., waste or borrow areas, material or equipment storage areas etc.) associated with or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity shall be provided by the contractor in accordance with Section 107.16 of the VDOT R&B Specifications and will be maintained with the other SWPPP documents for this land disturbance activity.

**4. A description of all pollution control measures that will be implemented as a part of this construction activity to control pollutants in stormwater discharges are identified and described in the contractor supplied documents, the construction plan set (or other such documents) and applicable sections of the VDOT R&B


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Specifications and Standards, including but not limited to, Specifications 107.16, 303.03, 603, 604 and 606 and Standards 113.01 through 114.08.

**5. The name of the individual(s) or contractor(s) responsible for the installation and maintenance of the pollution control measures shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

6. Requirements for the prevention of the discharge of solid materials, including building materials, garbage, and debris, to surface waters of the state, except as authorized by a Clean Water Act 404 permit, are contained in Sections 106.04, 107.02 and 107.16 of the VDOT R&B Specifications.

7. Requirements for compliance with applicable state or local waste disposal, sanitary sewer or septic system regulations are contained in Sections 106.04 and 107.18 of the VDOT R&B Specifications.

**8. A description of construction and waste materials expected to be stored on-site, or at off-site support facilities included in the VSMP Construction Permit coverage for this land disturbance activity, and a description of controls to reduce pollutants from these materials, including storage practices to minimize exposure of the materials to stormwater and practices for spill prevention and response, shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

**9. For any support areas that will be included in the VSMP Construction Permit coverage for this land disturbance activity, a description of potential pollutant sources from such areas and a description of controls and measures that will be implemented at those sites to minimize pollutant discharges shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

*10. By completing and submitting the SWPPP Certification form LD-445E, the RLD, or his authorized representative, certifies that all documents identified herein to be supplied by the contractor will be reviewed, approved and included with the other SWPPP documents for this land disturbance activity prior to start of work in those areas identified by such information.

*11. The name of the VDOT individual(s) responsible for the inspection of the erosion and sediment control measures on the land disturbance activity is identified on the LD-445E form which will be maintained with the other SWPPP documents for this land disturbance activity (Note: Individual(s) shall be certified through the DCR ESC Inspector Certification Program).


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12. For those land disturbing activities requiring coverage under the VSMP General

Permit for the Discharge of Stormwater from Construction Activities, the SWPPP shall be made available for review upon the request of the DCR, the EPA, local government officials or the operator of a municipal separate storm sewer system (MS4) receiving discharge from the construction site.

*13. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the VDOT RLD shall post, or have posted, a copy of the General Permit coverage letter and a copy of a completed LD-445A form, noting the name and contact information for the VDOT person responsible for the land disturbing activity and its SWPPP, outside the project’s construction office along with other Federal and State mandated information. Where there is no construction office (e.g., a maintenance activity), the permit coverage letter and the LD-445A form are to be maintained with the other SWPPP documents for the land disturbing activity.

14. For those land disturbing activities requiring coverage under the VSMP General Permit for the Discharge of Stormwater from Construction Activities on or after July 1, 2009 that have not been previously covered by a VSMP permit, the SWPPP shall be made available for review by the public upon request. Such reviews shall be at a time and publicly accessible location convenient to the VDOT and shall be scheduled during normal business hours and no less than once a month.

SECTION IV POST CONSTRUCTION STORMWATER MANAGEMENT

1. This land disturbance activity does not require permanent water quality SWM facilities because the proposed construction portion is less than one acre of disturbance and the remainder is considered routine maintenance.

2. The permanent SWM facilities proposed to meet the water quality/quantity requirements for this land disturbance activity are listed in Section VI.

3. A description of all post-construction stormwater management measures that will be installed during the construction process to control pollutants in stormwater discharges after construction operations have been completed is included in the construction plan set (or other such documents) for this land disturbance activity.


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4. All engineering calculations supporting the design of the post-construction

stormwater management measures, including an explanation of the technical basis used to select the practices, are contained in the project drainage file located in the VDOT Salem District Hydraulics Section and will be made available for review upon request during normal working business hours.


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SECTION V – LOCATION MAP

STORM WATER POLLUTION PREVENTION PLAN ( SWPPP)

Location Map


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SECTION VI – PERMANENT BMP INFORMATION ∆ * Denotes information that is to be completed by the VDOT RLD.

INSTALLED BMP INFORMATION

Table A (VDOT Owned/Operated)

BMP Type (See Table 1)

County or City

Latitude/Longitude (1)

State Hydrologic Unit Code

(7)

Receiving Stream Name (2)

Acres Treated Per BMP (3)

LAT LONG Impervious Pervious

ALTERNATIVE BMP INFORMATION

Table B

BMP Type (See Table

2)

Name of Nutrient Bank or Broker (6)

County or City (5)

Latitude/Longitude (1)(5)


(5) (7)

Project Acres Treated Per BMP (3)

Nutrient Credits

(lbs./acre/year)

Acquired (3) (6)


Table 1: Permanent BMP Types Table 2: Alternative BMP Types Bio-Retention Basin Bio-Retention Filter Constructed Stormwater Wetlands Extended Detention Basin

Sand Filter Vegetated Filter Strip Other Approved Types (List Type)

Comprehensive SWM Plan (Regional) Facility Pollutant Loading Pro Rata Share Program Purchase of Nutrients Credits Other Approved Options (List Type) (4)

Extended Detention Basin Enhanced Grassed Swale

Not Applicable


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Table 1: Permanent BMP Types (cont.) Infiltration Basin Infiltration Trench Manufactured Treatment Device Retention Basin I Retention Basin II Retention Basin III

SECTION VI – PERMANENT BMP INFORMATION

NOTES: (1) In degrees, minutes and seconds to the nearest 15 seconds. (2) For streams with no names, list “Unnamed Tributary to (closest stream name)”. (3) Show acres treated or pounds purchased to the nearest one tenth. (4) Include agreements with off-site BMP owners. (5) Information pertains to the alternative BMP option location, where applicable. (6) Applies to the purchase on nutrient credits only. (7) 4th Order for Nutrient Credit Banks and 6th order for all other BMP types. ∆ The information shown in the BMP tables is based on the proposed pre-construction SWM Plan. Any changes to the proposed SWM Plan or BMPs necessitated during the construction phase of the project shall be coordinated by the VDOT RLD with the appropriate VDOT District Hydraulics Engineer. The RLD is to have the information in the BMP tables and plans formally revised to reflect any authorized/approved changes to the proposed SWM Plan and BMPs. Prior to submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the RLD shall have the District Maintenance Infrastructure Manager review the BMPs installed with the project (Table A) for acceptance of maintenance responsibility and obtain a Maintenance ID number for each BMP listed in Table A. The RLD shall use the information in Tables A and B along with the assigned Maintenance ID number and the date that the BMP became functional as a permanent control measure (for BMPs in Table A only) to complete the LD-445D form when submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities.


35

GENERAL INFORMATION SHEET

The information contained in the SWPPP General Information sheets is intended to comply with the requirements of the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) issued July 1, 2009 and VDOT’s approved Annual ESC and SWM Standards and Specifications. The SWPPP General Information sheets are to be completed and included in the construction plan set (or other such documents) for land disturbance activities that disturb an area equal to or greater than 10,000 square feet, or equal to or greater than 2,500 square feet in the area defined as Tidewater, Virginia in the Virginia Chesapeake Bay Preservation Act. Information shown on the SWPPP General Information sheets is to be updated/revised by the VDOT RLD as necessary in order to reflect changes that may occur during the construction phase of the land disturbing activity. The updated/revised sheets shall be maintained with the designated record set of plans for the land disturbance activity. * Denotes information that is to be provided/completed by the VDOT RLD. ** Denotes information that is to be provided/completed by the contractor. Note: Effective July 1, 2013, responsibility for the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) was transferred from the DCR to the DEQ. ACRONYMS

DCR – Department of Conservation and Recreation DEQ – Department of Environmental Quality EPA – U.S. Environmental Protection Agency ESC – Erosion and Sediment Control R&B – Road and Bridge RLD – Responsible Land Disturber SWM – Stormwater Management SWPPP – Stormwater Pollution Prevention Plan VDOT – Virginia Department of Transportation VSMP – Virginia Stormwater Management Program


36

SECTION I GENERAL INFORMATION

1. Activity Description - I81 Pavement Rehab Project, patching, and UD installation

2. This land disturbance activity site is located in Montgomery County and

approximately 0.319 acres will be disturbed by excavation, grading or other construction activities.

3. This proposed activity disturbs less than one acre (less than 2,500 square feet in a designated Chesapeake Bay Preservation Area) and is exempt from the VSMP Regulations and coverage under the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) as issued by the DEQ.

4. The ESC and SWM plans (where applicable) for this land disturbance activity

have been developed in accordance with VDOT's Annual Erosion and Sediment Control and Stormwater Management Standards and Specifications as approved by the DEQ.

5. Duane Mann – Southern Area Construction Engineer is designated as the RLD for this land disturbance activity.

6. Critical areas (e.g., wetlands, surface water bodies, etc) adjacent to this land disturbance activity site and not otherwise identified in the construction plan set (or other such documents) are as follows: none

7. Stormwater run-off from the disturbed areas of this land disturbance activity will flow into the following streams: Den Creek

8. Locations where stormwater discharges from this land disturbance activity site to

a surface water (as defined in section 4VAC50-60-10 of the VSMP Regulations) are identified in the construction plan set (or other such documents).

SECTION II EROSION AND SEDIMENT CONTROL

1. The following variances to the Virginia ESC Regulations have been approved by the DEQ for this land disturbance activity: none

**2. The intended sequence and timing of activities that disturb soils at the site (e.g., grubbing, excavation, grading, utilities and infrastructure installation, etc.) shall be provided by the contractor in accordance with Section 108.03 of the VDOT


37

R&B Specifications and will be included with the other SWPPP documents for this land disturbance activity.

3. Directions of stormwater flow and approximate slopes anticipated after major grading activities are identified in the construction plan set (or other such documents) for this land disturbance activity.

4. Areas of soil disturbance and areas of the site which will not be disturbed are identified in the construction plan set (or other such documents) for this land disturbance activity.

5. Locations of major structural and nonstructural ESC measures identified in the SWPPP, including those that will be permanent controls that will remain after construction activities have been completed, are identified in the construction plan set (or other such documents) for this land disturbance activity.

6. Locations where stabilization practices are expected to occur are identified in the construction plan set (or other such documents) for this land disturbance activity.

7. A description of interim and permanent stabilization practices for the site are identified in the applicable sections of the documents identified in the Note 1 of Section III.

**8. A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated will be provided by the contractor and maintained with the SWPPP documents for this land disturbance activity.

9. A description of structural practices to divert flows from exposed soils, retain/detain flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the construction site are identified in the applicable sections of the documents identified in Note 1 of Section III.

10. A description and schedule of procedures to maintain vegetation, erosion and

sediment control measures and other protective measures in good and effective operating conditions during construction are identified in Sections 107.16 and 303.03 of the VDOT R&B Specifications.

11. All engineering calculations supporting the design of erosion and sediment control measures are contained in the project drainage file located in the VDOT Salem District Hydraulics Section and will be made available for review upon request during normal working business hours.


38

12. The temporary erosion and siltation control items shown on the ESC Plan for this

land disturbing activity are intended to provide a general plan for controlling erosion and sediment within the project limits. The ESC Plan is based on field conditions at the time of plan development and an assumed sequence of construction for the project. The contractor, in conjunction with the VDOT Project Engineer and/or ESC Inspector, shall adjust the location, quantity and type of erosion and sediment control items required based on the actual field conditions encountered at the time of construction and the actual scheduling and sequencing of the construction activities. Significant changes to the proposed ESC Plan (e.g., those that require an engineering analysis) shall be submitted to the applicable District Hydraulics Engineer for review and approval. Any changes to the proposed ESC Plan must be noted on the designated record set of plans which shall be retained on the project site and made available upon request during normal working business hours.

13. The areas beyond the project's construction area are to be protected from siltation. Perimeter controls such as filter barrier, silt fence, diversion dikes, turbidity curtains, etc. shall be installed prior to any grubbing operations or other earth moving activities.

14. Temporary earthen structures such as dikes and berms are to be stabilized immediately upon installation. Stabilization may include temporary or permanent seeding, riprap, aggregate, sod, mulching, and/or soil stabilization blankets and matting in conjunction with seeding.

15. All channel relocations are to be constructed during the earliest stage of construction and shall be constructed in accordance with all applicable permit requirements and shall be constructed in the dry wherever possible. Stabilization or vegetation shall be established before flow is redirected through the constructed area as directed by the Engineer.


39

SECTION III SWPPP

1. All documents related to the SWPPP for this land disturbance activity shall be maintained at the activity site and shall be readily available for review upon request during normal working business hours. Such documents include, but are not limited to, the construction plans (or other such documents), the ESC Plan, the post construction SWM Plan (if applicable), the VDOT R&B Standards and Specifications, Supplemental Specifications, Special Provisions and Special Provision Copied Notes. Documents related to stormwater pollution prevention which are not a part of those documents referenced above, such as a copies of the VSMP Construction Permit coverage letter (when applicable) and the DCR General Permit For Discharges Of Stormwater From Construction Activities (when applicable) and those required to be developed by the contractor for stormwater pollution prevention associated with any support facilities being included in the VSMP Construction Permit coverage for this land disturbance activity are to be maintained at the activity site with the other SWPPP documents. Where no facilities are available at the activity site to maintain the SWPPP documents, they are to be kept by or with the designated RLD at a location convenient to the activity site where they would be made available for review upon request during normal business working hours.

2. Other than construction at the activity site, there are no discharges associated with industrial activity (e.g., from dedicated asphalt plants or dedicated concrete plants) produced by this land disturbance activity or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity.

**3. Documents identifying the locations of support facilities (e.g., waste or borrow areas, material or equipment storage areas etc.) associated with or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity shall be provided by the contractor in accordance with Section 107.16 of the VDOT R&B Specifications and will be maintained with the other SWPPP documents for this land disturbance activity.

**4. A description of all pollution control measures that will be implemented as a part of this construction activity to control pollutants in stormwater discharges are identified and described in the contractor supplied documents, the construction plan set (or other such documents) and applicable sections of the VDOT R&B Specifications and Standards, including but not limited to, Specifications 107.16, 303.03, 603, 604 and 606 and Standards 113.01 through 114.08.


40

**5. The name of the individual(s) or contractor(s) responsible for the installation and

maintenance of the pollution control measures shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

6. Requirements for the prevention of the discharge of solid materials, including building materials, garbage, and debris, to surface waters of the state, except as authorized by a Clean Water Act 404 permit, are contained in Sections 106.04, 107.02 and 107.16 of the VDOT R&B Specifications.

7. Requirements for compliance with applicable state or local waste disposal, sanitary sewer or septic system regulations are contained in Sections 106.04 and 107.18 of the VDOT R&B Specifications.

**8. A description of construction and waste materials expected to be stored on-site, or at off-site support facilities included in the VSMP Construction Permit coverage for this land disturbance activity, and a description of controls to reduce pollutants from these materials, including storage practices to minimize exposure of the materials to stormwater and practices for spill prevention and response, shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

**9. For any support areas that will be included in the VSMP Construction Permit coverage for this land disturbance activity, a description of potential pollutant sources from such areas and a description of controls and measures that will be implemented at those sites to minimize pollutant discharges shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

*10. By completing and submitting the SWPPP Certification form LD-445E, the RLD, or his authorized representative, certifies that all documents identified herein to be supplied by the contractor will be reviewed, approved and included with the other SWPPP documents for this land disturbance activity prior to start of work in those areas identified by such information.

*11. The name of the VDOT individual(s) responsible for the inspection of the erosion and sediment control measures on the land disturbance activity is identified on the LD-445E form which will be maintained with the other SWPPP documents for this land disturbance activity (Note: Individual(s) shall be certified through the DCR ESC Inspector Certification Program).


41

12. For those land disturbing activities requiring coverage under the VSMP General

Permit For The Discharge Of Stormwater From Construction Activities, the SWPPP shall be made available for review upon the request of the DCR, the EPA, local government officials or the operator of a municipal separate storm sewer system (MS4) receiving discharge from the construction site.

*13. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the VDOT RLD shall post, or have posted, a copy of the General Permit coverage letter and a copy of a completed LD-445A form, noting the name and contact information for the VDOT person responsible for the land disturbing activity and its SWPPP, outside the project’s construction office along with other Federal and State mandated information. Where there is no construction office (e.g., a maintenance activity), the permit coverage letter and the LD-445A form are to be maintained with the other SWPPP documents for the land disturbing activity.

14. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities on or after July 1, 2009 that have not been previously covered by a VSMP permit, the SWPPP shall be made available for review by the public upon request. Such reviews shall be at a time and publicly accessible location convenient to the VDOT and shall be scheduled during normal business hours and no less than once a month.

SECTION IV POST CONSTRUCTION STORMWATER MANAGEMENT

1. This land disturbance activity does not require permanent water quality SWM

facilities because the total project disturbance is less than 1 acre.

2. The permanent SWM facilities proposed to meet the water quality/quantity requirements for this land disturbance activity are listed in Section VI.

3. A description of all post-construction stormwater management measures that will

be installed during the construction process to control pollutants in stormwater discharges after construction operations have been completed is included in the construction plan set (or other such documents) for this land disturbance activity.


42

4. All engineering calculations supporting the design of the post-construction

stormwater management measures, including an explanation of the technical basis used to select the practices, are contained in the project drainage file located in the VDOT Salem District Hydraulics Section and will be made available for review upon request during normal working business hours.


43

SECTION V – LOCATION MAP

STORM WATER POLLUTION PREVENTION PLAN ( SWPPP)

Location Map


44

SECTION VI – PERMANENT BMP INFORMATION ∆ * Denotes information that is to be completed by the VDOT RLD.

INSTALLED BMP INFORMATION

Table A (VDOT Owned/Operated)

BMP Type (See Table 1)

County or City

Latitude/Longitude (1)


(7)

Receiving Stream Name (2)

Acres Treated Per BMP (3)


ALTERNATIVE BMP INFORMATION

Table B

BMP Type (See

Table 2)

Name of Nutrient Bank or Broker (6)

County or City (5)

Latitude/Longitude (1)(5)


(5) (7)

Project Acres Treated Per BMP (3)

Nutrient Credits

(lbs./acre/year)

Acquired (3) (6)


Table 1: Permanent BMP Types Table 2: Alternative BMP Types Bio-Retention Basin Bio-Retention Filter Constructed Stormwater Wetlands Extended Detention Basin

Sand Filter Vegetated Filter Strip Other Approved Types (List Type)

Comprehensive SWM Plan (Regional) Facility Pollutant Loading Pro Rata Share Program Purchase of Nutrients Credits Other Approved Options (List Type) (4)

Extended Detention Basin Enhanced

Grassed Swale Infiltration Basin Infiltration Trench

Not Applicable


45

Table 1: Permanent BMP Types (cont.) Manufactured Treatment Device

Retention Basin I Retention Basin II Retention Basin III

SECTION VI – PERMANENT BMP INFORMATION

NOTES: (1) In degrees, minutes and seconds to the nearest 15 seconds. (2) For streams with no names, list “Unnamed Tributary to (closest stream name)”. (3) Show acres treated or pounds purchased to the nearest one tenth. (4) Include agreements with off-site BMP owners. (5) Information pertains to the alternative BMP option location, where applicable. (6) Applies to the purchase on nutrient credits only. (7) 4th Order for Nutrient Credit Banks and 6th order for all other BMP types. ∆ The information shown in the BMP tables is based on the proposed pre-construction SWM Plan. Any changes to the proposed SWM Plan or BMPs necessitated during the construction phase of the project shall be coordinated by the VDOT RLD with the appropriate VDOT District Hydraulics Engineer. The RLD is to have the information in the BMP tables and plans formally revised to reflect any authorized/approved changes to the proposed SWM Plan and BMPs. Prior to submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the RLD shall have the District Maintenance Infrastructure Manager review the BMPs installed with the project (Table A) for acceptance of maintenance responsibility and obtain a Maintenance ID number for each BMP listed in Table A. The RLD shall use the information in Tables A and B along with the assigned Maintenance ID number and the date that the BMP became functional as a permanent control measure (for BMPs in Table A only) to complete the LD-445D form when submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities.


46


47

sally.dirico

Typewritten Text

Typical Section


48

sally.dirico

Typewritten Text

Typical Section


49

sally.dirico

Typewritten Text

Typical Section


50

sally.dirico

Typewritten Text

Typical Section

�"

�"

SECTION A-A

ISOMETRIC

PIPE I.D. SLOPEDIMENSIONS

L H

2:1 0.17

4:1 0.28

2:1 0.21

4:1 0.35

NOTES:

PLAN

4"

4"

6"

6"

2’-5�"

4’-5"

2’-10�"

5’-3"

1’-2�"

1’-1�"

1’-5�"

1’-3�"

1"

SCALE

NOT TO

FORM REMOVAL)

(PERMITTED FOR EASY

BEVEL SLOT DETAIL

CUBIC YARDS

CONCRETE

CLASS A3

MESH (FLATTENED)

EXPANDED STEEL

MARKER DETAIL

UNDERDRAIN OUTLET

4’-

0"

3’-

0"

ALUMINUM PLATE

.08 INCH MIN.

MIN. STEEL OR

4" X 8" X �"

@LBS./FT.

6063-T6 .78

ALUMINUM ALLOY

AT 1.33 LBS./FT. OR

RAIL STEEL POST

U-TYPE ROLLED

MATERIAL

COMPATIBLE WITH POST

RIVIETS OR BOLTS

ALUMUNUM OR STEEL

SPECIFICATIONS.

MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE

MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS.

NO. 11 WHITE PAINT.

BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO. 13 ALUMINUM PAINT OR

STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND

THIS ITEM MAY BE PRECAST OR CAST IN PLACE.

CLEANOUT PURPOSES.

THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR

SHALL EXTEND A MINIMUM OF 1" ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS, ETC.

0.82 LBS. PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. THE MESH

EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. �" X 1" AND WEIGH APPROX.

OF 70 PSI TESTED ACCORDING TO ASTM 2412.

OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH-BORE PIPE, MEETING THE REQUIREMENTS

PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE.

WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED

TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS

REFERENCE

SPECIFICATION

VIRGINIA DEPARTMENT OF TRANSPORTATION

EW-12

STANDARD ENDWALL FOR PIPE UNDERDRAINROAD AND BRIDGE STANDARDS

SHEET 1 OF 1

101.32

REVISION DATE

501

302

233

105

7.

6.

5.

4.

3.

2.

1.

4/09

A A

�"

1"

L

1"

6" 6"

6"

2’-0"1’-0"

6"

H

6" 6"

6"

1’-0"

4 MIN. GRADE

SLOPE

THE OUTLET PIPE (4" OR 6").

EW-12 AND PROVIDE A POSITIVE CONNECTION FOR

COUPLER MUST BE FLUSH WITH OUTER SURFACE OF

PIPE COUPLER TO BE CAST INTO ENDWALL.


51


52

55°

NEUTRAL AXIS

10°

SECTION THRU RAIL ELEMENT AND

W BEAM

BACK - UP PLATE

DETAIL OF SPLICE JOINT

12�" LAP

CL

CL

L

�"

�"

DETAIL OF BUTTON HEAD BOLT AND RECESS NUT

3"

DETAIL OF STANDARD WASHER

55°

55°

55°55°

4�"4�"

2"2" SLOTTED HOLE

�"

12�

"

W BEAM BACK-UP PLATE

1�" 1�"

3�"

1� "

2�

"3�

"1�

"3�

"2�

"

�" R

6" 6"

1-0�

"

�" x 2�"

�"

�" 1�

"

�" THICKNESS

�"

1�

"

1�"

�" R

�-11 NC-2

�-11 NC-2

�" x 1�"55°

SLOTTED HOLE

OF TRAFFIC

LAP IN DIRECTION

�" x 1" ELLIPTICAL, SLOTTED HOLE

OR MEDIAN BARRIER (MB) AND APPROVED BY THE ENGINEER.

IF INTERCHANGEABLE WITH THE STANDARDS FOR GUARDRAIL (GR)

ARTBA TECHNICAL BULLETIN NUMBER 268B MAY BE SUBSTITUTED

THE GUARDRAIL AND MEDIAN BARRIER COMPONENTS DEPICTED IN

SPECIFICATIONS.

ALL HARDWARE IS TO BE GALVANIZED IN ACCORDANCE WITH THE

NOTES:

L= 1�" FOR SPLICE BOLT-FULL LENGTH THREADS

L= 2" FOR STEEL POST BOLT-1�" MIN. THREADS

L= 18" FOR WOOD AND CONCRETE POST BOLT-2�" MIN. THREADS

L= 26" FOR MB WOOD OR CONCRETE POST-2" MIN. THREADS

�" R

NUT-8 PER JOINT

"SPLICE BOLT" WITH

OFF END ONLY)

LAST 50’ OF RUN

(ST’D. WASHER ON

POST BOLT, NUT

1 �"

� "

BOTH SIDES

RECESS ONE OR

1" DIA.. x �" DEEP,


REFERENCE

SPECIFICATION

GR-HDW

STANDARD GUARDRAIL HARDWARE

505

221ROAD AND BRIDGE STANDARDS

REVISION DATE

501.01

SHEET 1 OF 3

4/09


53

221

505

O

P

S

TABLE I

TABLE II

SHOULDER RECOVERABLE

AREA-6:1 SLOPE

S

WIDTH

(P )WIDTH

PAVED SHOULDER

S

OFFSET FROM

EDGE OF PAVEMENTTO FACE OF GUARDRAIL

(O)

(O)

TO FACE OF GUARDRAIL

EDGE OF PAVEMENT

OFFSET FROM

S

PAVED SHOULDER

WIDTH

(P )

15’

13’

11’

8’ (MED.)

3’

3’

3’ or 4’

12’

10’

8’

5’

15’

13’

11’

8’

12’

10’

8’

6’

5’

8’

0, 3’, 4’ or 6’

0, 3’ or 4’9’

GR-INS

ASPHALT CURB SECTION

CURB

4" ASPHALT

4"

SHOULDER

PAVED

APPROACH

MATERIAL

BACK-UP

CONCRETE

ASPHALT

4:1 SLOPE MAX.12’ MINIMUM

1’ TO 2’

TOTAL SHOULDER

(S)

17’ 12’ 14’

(S)

WIDTH

TOTAL SHOULDER

17’ 12’ 14’

6’ or 10’

3’

3’, 4’, OR 10’

(PAVED & GRADING)

(PAVED & GRADING)


REFERENCE

SPECIFICATION

ROAD AND BRIDGE STANDARDS

REVISION DATE

501.39

SHEET 6 OF 9W-BEAM GUARDRAIL INSTALLATION CRITERIA

OR SHOULDER

TRAVEL LANE

SHOULDER

12’ MINIMUM

BUT NO STEEPER THAN 6:1

SLOPE STEEPER THAN 10:1

SHOULDER HINGE POINT

2’ OR LESS

SHOULDER

SHOULDER HINGE POINT

VARIES

MEASURING GUARDRAIL HEIGHT ON FRONT SLOPE RELATIVE TO SHOULDER HINGE POINT

OR FLATTER

SLOPE 10:1 EXTENDED

SHOULDER SLOPE

SEE APPENDIX A OF THE ROAD DESIGN MANUAL

OR URBAN DESIGNS WITH SIDEWALK OR SIDEWALK SPACE

FOR GUARDRAIL DESIGN POLICIES USING CG-2 AND CG-6

ALIGNED WITH FACE OF CURB

FACE OF GUARDRAIL IS TO BE

* **

*

HEIGHT PER STANDARD GR-2 OR GR-8

5’ 0 2’

7’ 2’ 4’

A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.

TRAFFIC LANES LEFT OF TRAFFIC

NORMAL GUARDRAIL LOCATION-THROUGH

TRAFFIC LANES RIGHT OF TRAFFIC

NORMAL GUARDRAIL LOCATION-THROUGH

GUARDRAIL LOCATION ON RECOVERABLE SLOPE

GR-2 INSTALLATION WITH CG-3 OR CG-7 CURB

ALIGNED WITH FACE OF CURB.

FACE OF GUARDRAIL IS TO BE

DESIGN SPEED < 45 MPH USE GR-2

OR OPT. GR-2 STIFFENING METHOD

DESIGN SPEED > 45 MPH USE GR-2A

METHOD USING NESTED RAIL

OPTIONAL GR-2 STIFFENING

RAIL ON BACK OF POST

METHOD USING ADDITIONAL

OPTIONAL GR-2 STIFFENING

USE GR-2.

DESIGN SPEED < 45 MPH

GR-2 STIFFENING METHOD.

USE GR-2A OR OPTIONAL

DESIGN SPEED > 45 MPH

27�

"MIN

28�

"M

AX

27�

"MIN

27�

"MIN

28�

"M

AX

28�

"M

AX

7/11


54

6’-

0"

8"6"

1’-

4"

7"

CRT POST

3’-1�"

(3’-1�" POST SPACING)

6’-3" 6’-3"

(6’-3" POST SPACING)

3"

4"

3’-1�" 3’-1�" 3’-1�"

HOLE

�" DIA

HOLES

3�" DIA.

MAX DYNAMIC DEFLECTION = 2’ MAX DYNAMIC DEFLECTION = 3’

(STRONG POST SYSTEM)

GR-2A GR-2

*

*

STANDARD BLOCKED-OUT W-BEAM GUARDRAIL REFERENCE

SPECIFICATION



SHEET 1 OF 2

501.04

REVISION DATE

GR-2, 2A

505

221

*

27�" MIN - 28�" MAX RAIL HEIGHT

VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.

ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF

STANDARD GR-INS.

HEIGHT OF 27�" MIN - 28�" MAX AS MEASURED PER

ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A

SECTION 505 OF THE SPECIFICATIONS.

SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER

FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE

NOT BE SET WITH A VARIATION OF MORE THAN �" PER FOOT

ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL

BETWEEN 5 FEET AND 150 FEET.

RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII

ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02.

FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND

FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05.

AS DIRECTED BY THE ENGINEER.

ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND

GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE

NOTES:

2’-

4�

"

7/11


55

3"

CONCRETE POST STEEL POST

12"

2"

ROUND WOOD POST

SOUTHERN PINE

3"

6"

8" 8"

1’-

2" 7

"

1’-

2"

8"

6"

8" 8"

7"

6x8 WOOD POST

8"

7"

�" HOLE

8"

14"

�"

6"

�"

7"

1"

6"

14"

�"

6"

�"

7"

�" DRILL

REPAIR ONLY

BLOCKOUT FOR MAINTENANCE

8"

POST MAY BE HOT ROLLED OR WELDED.

6"

7"( �")

1.

2.

3.

4.

5.

DRILL

�"

HOLES

�"

MATERIAL

RECYCLED

BLOCK OR

TREATED PINE

6"x8"x1’-2"

W6x9

W6x8.5 OR

GALVANIZING

TO FACILITATE

OPTIONAL HOLE

TO BE �" DIA.

AND BRACKETS

HOLES IN POSTS

MIN.

8" DIA.

BOLT

�"x18"

BLOCKOUT

TO ACCEPT

BE GAINED

POST TO

SEE NOTE 5.

COMMON NAIL

GALV. STEEL 10D

�" HOLE

SEE NOTE 5.

COMMON NAIL

GALV. STEEL 10D

SOUTHERN PINE

ROTATING.

TO PREVENT BLOCKOUT FROM

TO BE CUT TO FIT POST SHAPE

BLOCKOUT FOR CONCRETE POST

TOLERANCES.

ACCEPTABLE

INDICATE

PARENTHESIS

SHOWN IN

DIMENSIONS

BOLT

�"x18"

MATERIAL

RECYCLED

BLOCK OR

TREATED PINE

6"x8"x1’-2"

CAST IN POST

�" HOLES TO BE

OF POST

ON TOP 3’-0"

�" CHAMFER

+

#

HEIGHT OF POST

4" LESS THAN

REINFORCED BARS

4 4 DEFORMED

BE CLASS A3.

ALL CONCRETE SHALL

RECYCLED MATERIAL.

PINE BLOCK OR

6"x 8"x1’-2" TREATED

TO 1’-0" C-C

VARIES 5"

SPACING

LAPPED 10"

STIRRUPS

9-3 GA. WIRE

MATERIAL

RECYCLED

BLOCK OR

TREATED PINE

6"x6"x1’-2"

1�"

�"x18" BOLT

+ALL CORNERS.

CHAMFER

FABRICATOR. �"( �")

THE OPTION OF THE

LENGTH OF POST AT

EXTENDED ENTIRE

CHAMFER MAY BE

GUARDRAIL

POST

STRONG

LESS THAN 1’-0"

STEEPER THAN 4:1

NOTES:

ALL BOLTS, NUTS, WASHERS, AND OTHER

STEEL ITEMS ARE TO BE GALVANIZED.

ALTERNATE TYPE POSTS AND BLOCKOUT MAY

BE INTERCHANGED ON ANY ONE PROJECT WITH

THE RESTRICTION THAT THE SAME TYPE OF

POST AND BLOCKOUT MUST BE USED IN ANY

SINGLE RUN OF GUARDRAIL.

FOR DETAILS OF GUARDRAIL ELEMENT SPLICE

JOINT, HARDWARE, ETC. SEE SHEET NOS.

THE GUARDRAIL AND MEDIAN BARRIER

COMPONENTS DEPICTED IN A.R.T.B.A. TECHNICAL

BULLETIN NUMBER 268B MAY BE SUBSTITUTED

IF INTERCHANGEABLE WITH THE STANDARDS FOR

GUARDRAIL (GR) OR MEDIAN BARRIER (MB)

AND APPROVED BY THE ENGINEER.

6’-

0"

MIN., S

EE

DE

TAIL

A

6’-

0"

MIN., S

EE

DE

TAIL

A

6’-

0"

MIN., S

EE

DE

TAIL

A

6’-

0"

MIN., S

EE

DE

TAIL

A

GUARDRAIL POSTS

SITES REQUIRING LONGER

GUARDRAIL INSTALLATION

DETAIL A

BOLT IS INSTALLED.

TOP OR BOTTOM OF BLOCKOUT AFTER �" x 18

DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE

501.01

AND 501.02.

1 �"


REFERENCE

SPECIFICATION

STANDARD BLOCKED-OUT W-BEAM GUARDRAIL

(STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)


REVISION DATE

501.05

SHEET 2 OF 2

505

236

221

GR-2, 2A

BOLT

�"x10"

7/11

PINE BLOCK

TREATED

6"x8"x1’-2" PINE BLOCK

TREATED

6"x8"x1’-2"

REQUIRED

8’-0" POST


56

REFERENCE

SPECIFICATION


GR-9


SHEET 1 OF 2

501.16

REVISION DATE505

TRAFFIC

50’

TOP VIEW

ELEVATION

NOTES:

W-BEAM GUARDRAIL

PAY LIMITS GR-9 TERMINAL

GR-9 TERMINAL

(1) (2) (3) (4) (5) (6) (7) (8) (9)

W-BEAM GUARDRAIL

1.

2.

3.

4.

TRANSITION FROM GR-9 TERMINAL TO WEAK POST (STANDARD GR-8) GUARDRAIL

GUARDRAIL EXTRUDER

GUARDRAIL EXTRUDER

ST’D. GR-2 STRONG POST

ST’D. GR-2, 8 SPACES @ 6’-3" (WEAK POST)

ST’D. GR-8

NOTE 2

50:1 FLARE PER

1 FT. OFFSET

LENGTH OF NEED (SEE NOTE 3)

MANUFACTURER’S PLANS FOR THIS INFORMATION.

INFORMATION NOT SHOWN WILL VARY FOR EACH MANUFACTURER. SEE INDIVIDUAL

THIS DRAWING IS REPRESENTATIONAL ONLY. DETAILS, DIMENSIONS, QUANTITIES, AND OTHER

TO THE HAZARD.

MAINTENANCE, OR UPGRADE OF TERMINALS, PROVIDE AS MUCH DISTANCE AS POSSIBLE

IF THE CALCULATED LENGTH OF NEED CANNOT BE MET FOR THE SITES OF RETROFIT,

6’-3" (TYP.) 6’-3" (TYP.)

NO FLARE

ALTERNATE BREAKAWAY CABLE TERMINAL

07/12

D. HEIGHT MEASURED AT TOP OF W-BEAM IS 27�" MIN. - 28�" MAX.

SHOWN ABOVE REGARDLESS OF ADJACENT TRAFFIC DIRECTION.

C. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS. INSTALL AS

COLOR OF TAPE SHALL BE AMBER (YELLOW).

APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS AND BRIDGE END PANELS.

B. DIRECTION OF THE REFLECTIVE TAPE ON THE EXTRUDER SHALL CONFORM TO MUTCD

WAY IS LIMITED, THE OFFSET CAN BE DECREASED AS DIRECTED BY THE ENGINEER.

EXTRUDER FROM ENCROACHING ON THE SHOULDER FOR 3R WORK WHERE RIGHT OF

WITH A 1 FT. OFFSET ACCOMPLISHED WITH A 50:1 FLARE TO PREVENT THE GUARDRAIL

A. ALL STANDARD GR-9 TERMINALS (SIMILAR TO AS SHOWN ABOVE) SHALL BE INSTALLED

INSTRUCTIONS AND THE FOLLOWING VDOT REQUIREMENTS:

ALL TERMINALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER’S INSTALLATION

NCHRP 350 TESTING CRITERIA.

MANUFACTURED BY ROAD SYSTEMS, INC., OR OTHER VDOT APPROVED EQUAL MEETING

MANUFACTURED BY ENERGY ABSORPTION SYSTEMS, INC., THE SKT-350 AS

HIGHWAY PRODUCTS, LLC., BRAKEMASTER (ST’D. MB-3 TERMINAL OPTION) AS

SHOWN), OR CAT (ST’D. MB-3 TERMINAL OPTION) AS MANUFACTURED BY TRINITY

ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) IS TO BE ET-PLUS (SIMILAR TO AS

A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.


57

GUARDRAIL AT LOW-FILL CULVERTS


REFERENCE

SPECIFICATION

505

221

GR-10


REVISION DATE

501.19

SHEET 2 OF 2

DIRECTION OF TRAFFIC

25’-0" MIN.

ST’D. GUARDRAIL POST


DIRECTION OF TRAFFIC

OF SKEW

DEGREE

WIDTH

PERPENDICULAR

25’-0" MIN.

WITH DOUBLE BLOCKOUTS

CRT POST

6’-

0"

1’-

4"

CULVERT

BOX

CRT WOOD POST

6" x 8" x 6’-0"

8"

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

25’-0" MIN.

25’-0" MIN.

POST


ST’D. GUARDRAIL

LIMITS OF PAYMENT FOR ST’D. GR-10

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

50’-0" MIN.

ST’D. GR-2

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

50’-0" MIN.

PLAN

PLAN

LIMITS OF PAYMENT FOR ST’D. GR-10 50’-0" MIN.50’-0" MIN.

RUN-OFF TREATMENT).

USE APPROPRIATE

(FOR A 4 LANE ROADWAY

NOTE:

A

ST’D. GR-2

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

END TREATMENT.

APPROVED TERMINAL

ST’D. GR-2 AND

SKEWWIDTH (FEET)

MAX. PERPENDICULAR

0°

5°

10°

15°

20°

25°

30°

35°

40°

45°

22.90

22.60

22.10

21.40

20.60

19.60

18.40

17.10

23.00

15.60

TYPE III-THREE POSTS OMITTED

NOTES:

GR-2, 2A.

SEE STANDARD

AND BLOCKOUTS,

GUARDRAIL POSTS

FOR DETAILS OF

CULVERT

BOX

CULVERT

BOX

CULVERT

BOXGRADE

FINISHED

OMITTED TOP VIEW

THREE POSTS

TWO SECTIONS OF W-BEAM ONE SET INSIDE THE OTHER (NESTED)

W-BEAMS.

TWO NESTED

NESTED W-BEAMS.

ST’D. GR-2 WITHNESTED W-BEAMS.

ST’D. GR-2 WITH

TWO SECTIONS OF W-BEAM ONE SET INSIDE THE OTHER (NESTED)

25’-0" MIN.

NESTED W-BEAMS.

ST’D. GR-2 WITH

25’-0" MIN.

NESTED W-BEAMS.

ST’D. GR-2 WITH

DEFLECTION

DYNAMIC

MIN 5’-0"

DEFLECTION

DYNAMIC

MIN 5’-0"

A

A A

A A

A A

A A

A

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

*

*

CLOSEST POINT OF POST TO STRUCTURE.

"A" THE MINIMUM ALLOWABLE DISTANCE BETWEEN

MIN.

50’-0"

SEE NOTE 4

NOTE 5

SEE

NOTE 5

SEE

NOTE 4

SEE

50’-0" MIN.

NOTE 5

SEE

NOTE 5

SEE

BOX CULVERT

6.

5.

4.

3.

2.

1.

TYPE III THREE POSTS OMITTEDTWO WAY TRAFFIC

ELEVATION

TYPE III THREE POSTS OMITTEDONE WAY TRAFFIC

ELEVATION

AND BE BOLTED TOGETHER USING ONE SET OF BOLTS AT EACH SPLICE.

ALL SPLICES IN NESTED W-BEAM SECTIONS MUST COINCIDE AT A COMMON POINT

6"x8"x14" WOOD OR RECYCLED MATERIAL BLOCKOUTS.

TWO NESTED W-BEAM GUARDRAILS, CRT WOODPOST, 6’-3" SPACING, WITH TWO

MAXIMUM).

TWO NESTED W-BEAM GUARDRAILS, SEE TABLE FOR ALLOWABLE WIDTHS (25’-0"

GUARDRAIL POST SPACING SHALL BE IN ACCORDANCE WITH STANDARD GR-2.

ACCORDANCE WITH SECTION 221 OF THE SPECIFICATIONS.

SPECIFICATIONS. MATERIAL REQUIREMENT FOR COMPONENTS SHALL BE IN

GUARDRAIL INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 505 OF THE

FILL ABOVE THE TOP SLAB OF THE BOX CULVERT IS LESS THAN 4’-0".

THIS SHEET IS APPLICABLE WHEN GUARDRAIL IS REQUIRED AND THE DEPTH OF

2’-

4�

"

7/11


58

Traffic Control Section

(TMP, MOT, Signs, Markings,

Lump Sum MOT Quantities,

Guardrail Schedule Quantities)


59

TRANSPORTATION MANAGEMENT PLAN Schedule: PM-2R-14 UPC 105301 & UPC 105047 (1/06/2014)

INTRODUCTION

Improvements will be performed in Montgomery County. Interstate 81 (I-81) is a Rural Interstate. The annual average daily traffic is 23,467 vehicles with 24% trucks. The purpose of this project is to plant mix a portion of Interstate 81 NB in Montgomery County. The project will include mainline resurfacing, pavement line markings, installation of pavement markers and guardrail improvements where applicable. The project will improve subgrade drainage and yielding subgrade issues. Phase 1 will involve spot patching in left side shoulder adjacent to outside lane patches. Phase 2 will involve full depth patching of the outside lane. Phase 3 will mill the outside lane and place back SM-19.0D asphalt. Phase 4 will install underdrains. Phase 5 will mill outside shoulder from MM 123 to MM 124.6 and place back IM-19.0D asphalt. Phase 6 will mill inside lane and place back IM-19.0D asphalt. Phase 7 will install and replace guardrail. Phase 8 will place asphalt surface course and permanent pavement markings. Phase 9 will install rumble strips.

TEMPORARY TRAFFIC CONTROL PLAN General Notes: TMP Type: Type A Category I Project Work Zone Locations: I-81 Northbound Length of Work Zone: 0.8840 mi. (4667.5’) Width of Work Zone: 50’

Lanes Affected: Both north bound lanes and shoulders of I-81 will be affected, at various times during the construction activities.

Temporary Traffic Control Reference: The work zone shall be maintained according to the “Maintenance of Traffic” document in the contract. Refer to the following traffic control typical applications from the “Virginia Work Area Protection Manual” dated 2011. Figure TTC-11.0 Pages 6H-28, 6H-29 Figure TTC-16.0 Pages 6H-38, 6H-39 Figure TTC-17.0 Pages 6H-40, 6H-41 Figure TTC-28.0 Pages 6H-62, 6H-63 Figure TTC-39.0 Pages 6H-84, 6H-85 Figure TTC-40.0 Pages 6H-86, 6H-87 Figure TTC-45.0 Pages 6H-96, 6H-97 Figure TTC-47.0 Pages 6H-100, 6H-101 Figure TTC-52.0 Pages 6H-110, 6H-111 Figure TTC-53.0 Pages 6H-112, 6H-113 Figure TTC-55.0 Pages 6H-116, 6H-117 Figure TTC-57.0 Pages 6H-120, 6H-121 Figure TTC-58.0 Pages 6H-122, 6H-123 Figure TTC-60.0 Pages 6H-126, 6H-127


60


Allowable Work Hours:

Single lane closures will be allowed Sunday thru Thursday from 10:00 pm in the evening until 6:00 am the following morning during all phases except Phase 2.

Phase 2 hours will be as indicated below:

Sunday night from 7:00 PM until Monday at 6:00 AM of the following

week with the work continuously prosecuted in the northbound lanes. From 10:00 PM until 6:00 AM daily, all traffic will be detoured, from the collector distributer (CD) road at Exit 118C onto the detour and return to the Interstate at Exit 132.

At all other times, from Sunday thru Monday, traffic on the collector distributer (CD) road will be split, the left lane returning to the Interstate and the right lane staying on the detour. Trucks, 11 feet or less, will be signed to stay on the Interstate and cars will be signed to use the detour. Wide loads, exceeding 11 feet in width, will be signed to use the detour. Entrances and Intersections Affected: None Typical Sections: See No-Plan Assembly Special Details: “Salem District Notes” Material & Equipment Storage: Will be determined on site.

PUBLIC COMMUNICATIONS PLAN Project Description: See above. Traffic Impacts: During construction, northbound traffic on I-81 will have only one travel lane available during certain work activities and be fully detoured during other work activities. Goals: Interstate 81 carries large volumes of traffic daily. Salem District Public Affairs will issue a traffic alert and post online in advance of the work. Also, notice of the work will be included in the weekly Roadwatch report that is issued each Friday and posted


61


TRANSPORTATION OPERATIONS PLAN This plan is not required on this project. However, a contact list of local emergency response agencies must be kept and maintained throughout the project life cycle. Traffic Backup Notification Emergency contact for this project shall be 911. The Traffic Operations Center (540-375-0170) shall be notified of traffic backups, related to the work, by the project staff. The TOC will utilize available systems (cameras, sensors, etc.) to monitor the work area and all adjacent areas. The TOC will make entries into systems that feed this information into 511. The TOC will utilize assets such as variable message signs to alert motorists of lane closures and other incidents that may impact travel. PCMS boards shall be equipped with CDMA capabilities. The TOC will also make notifications to department staff. The staff notifications shall include but not be limited to the Duty Officer, Area Construction Engineer, Project Maintenance of Traffic Coordinator, Project Manager, Resident Administrator, District Work Zone Safety Coordinator, Regional Traffic Engineer, Regional Traffic Operations Manager, Regional Incident Management Coordinator, and Public Affairs Manager of any incidents and expected traffic delays. The TOC shall be responsible for intra-agency notifications to entities such as but not limited to VSP, Local 911, and other affected agencies. A review of all major incidents, as determined by the Regional Incident Management Coordinator, shall be accomplished within 48 hours of clearance of the incident. VDOT Project Staff, Regional Operations Staff, Contractor Staff, and emergency responders shall be represented at these meetings. The following is a list of Local Emergency contact agencies:

Montgomery County Sheriff 540-382-3131 Virginia State Police (Montgomery) 540-375-9518 (Area 40) 911 Center 911 Haz-Mat Center (if spill involved) 911


62

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