ORDER NO.: T02

CONTRACT ID. NO.: C0000128354N01

1A

Project Description - MOVER

The Modernizing Operations for Virginia’s Evacuation Resilience (MOVER) Program Design project is intended to improve the resiliency and operational reliability of designated evacuation routes within the Hampton Roads and Fredericksburg Districts. This project consists of developing construction plans and bid-ready documents for the deployment of core Intelligent Transportation Systems (ITS) infrastructure along interstate and arterial evacuation corridors vulnerable to flooding and extreme weather events.

The project includes the design of ITS devices to support real-time monitoring of roadway, tra ic, and weather conditions. Planned infrastructure includes Environmental Sensor Stations (Road Weather Information Systems, (RWIS), closed-circuit television (CCTV) cameras, dynamic message signs (DMS), flood sensors, flashing warning signs, stream gauges, and tra ic signal CCTV cameras and LiDAR detector installations at select signalized intersections. These devices will be located on state-designated evacuation routes and supporting roadways that provide access to critical facilities and communities within the project area.

The project is funded through a Federal Highway Administration (FHWA) PROTECT Program grant and supports VDOT’s long-term strategy for increasing transportation system resilience during emergency evacuation events.

ORDER NO.: T02

Index of Sheets – UPC 128354: MOVER Core ITS

1B

SHEET DESCRIPTION EOR

1 VDOT Cover Sheet Kimley-Horn

1A Project Description Kimley-Horn

1B Index of Sheets Kimley-Horn

1C EOR Stamps Kimley-Horn

1D Revision Data Sheet Kimley-Horn

1E(1-15) Transportation Management Plan Kimley-Horn / RK&K

1F SWPPP Sheets Kimley-Horn / RK&K / Dewberry

2-2A Project General Notes Kimley-Horn / RK&K / Dewberry

2B Summary of Quantities Kimley-Horn / RK&K / Dewberry

3(1) Tra ic Signal ITS - Index of Sheets, General Notes and Legend RK&K

3(2) Tra ic Signal ITS -– Location Map RK&K

3(2A)-3(2B) Tra ic Signal ITS -– Details RK&K

3(3)-3(14) Tra ic Signal ITS Plan Sheets RK&K

4(1) ITS Devices - General Notes and Legend Kimley-Horn

4(2) ITS Devices – Location Map Kimley-Horn

4(2A)-4(2K) ITS Devices - Details Kimley-Horn / RK&K

4(3)-4(11) CCTV Plan Sheets RK&K / Kimley-Horn

4(12)-4(13) DMS Plan Sheets Kimley-Horn

4(14)-4(18B) RWIS Plan Sheets RK&K / Kimley-Horn

5(1) Flashing Sign - General Notes and Legend Kimley-Horn

5(2) Flashing Sign – Location Map Kimley-Horn

5(2A) Flashing Sign Assembly - Details Kimley-Horn

5(3A)-5(14B) Flashing Sign Plan Sheets RK&K / Kimley-Horn

6(1) Flood Sensor & Stream Gage – Location Map Dewberry

6(2) Flood Sensor – General Notes and Legend Dewberry / RK&K

6(3A)-6(36) Flood Sensor & Stream Gage Plan Sheets & Bridge Sheets RK&K / Dewberry

ORDER NO.: T02

1C

“NO PLAN” RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

PROJECT 9999-969-711, N501

SEALING AND SIGNING SHEET

Kimley-Horn & Associates, Inc Virginia Beach, Virginia

TRAFFIC ENGINEER

Rummel, Klepper, & Kahl, LLP Richmond, Virginia

TRAFFIC ENGINEER

Dewberry Engineers Inc.

Fairfax, Virginia

TRAFFIC ENGINEER

Responsible for Kimley-Horn ITS and Erosion Sediment Control

Responsible for RKK ITS and Erosion Sediment Control

Responsible for Dewberry ITS

Rummel, Klepper, & Kahl, LLP Richmond, Virginia

STRUCTURAL ENGINEER

Dewberry Engineers Inc.

Fairfax, Virginia

STRUCTURAL ENGINEER

Responsible for RKK proposed stream gauge installations on existing bridge barrier only.

Responsible for Dewberry proposed stream gauge installations on existing bridge barrier only.

C O M M O

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JEREMY R. GRUZD

Lic. No. 047771

Jeremy R Gruzd Date: 2026.08.24 17:02:04-04'00' Nicklous B Fleming

Digitally signed by Nicklous B Fleming Date: 2026.08.24 16:29:30-04'00'

Michael J Fury

2026.08.25 07:49:09-04'00'

Sagar Adivarekar Digitally signed by Sagar Adivarekar DN: CN=Sagar Adivarekar, dnQualifier=A01410C0000019DB0B4E93B003B0F06, O=RUMMEL KLEPPER KAHL, C=US

Date: 2026.08.25 09:47:15-04'00'

James D Davidson Digitally signed by James D Davidson DN: CN=James D Davidson, dnQualifier=A01410D000001920072806800009DD0, O=Dewberry, C=US Date: 2026.08.25 08:34:57-04'00'

ORDER NO.: T02

1D

Rev.9/93

REVISION DATA SHEET

STATE PROJECT: 9999-969-711, N501

FEDERAL PROJECT: STP-000S(467)

FROM: Fredericksburg and Hampton Roads Districts TO: Fredericksburg and Hampton Roads Districts

PPMS NO.:

ORDER NO.: T02

01E(1)

Transportation Management Plan – MOVER

INTRODUCTION

The project includes the design of ITS devices to support real-time monitoring of roadway, tra ic, and weather conditions. Planned infrastructure includes Environmental Sensor Stations (Road Weather Information Systems, RWIS), closed-circuit television (CCTV) cameras, dynamic message signs (DMS), flood sensors, flashing warning signs, stream gauges, and tra ic signal CCTV cameras and LiDAR detector installations within the Fredericksburg and Hampton Roads districts. These devices will be located on state-designated evacuation routes and supporting roadways that provide access to critical facilities and communities within the project area. Improvements include the installation of detectors, ITS equipment, flashing signs, foundations, conduit, and junction boxes where necessary.

Hampton Roads District Locations

Construction will consist of the modification of the following tra ic signals within James City and York Counties:

US Route 60 & Route 30 (Andersons Corner) Route 143 (Capitol Landing Road) & I-64 EB O -Ramp Route 143 (Merrimac Trail) & Route 199 Ramp US Route 60 (Pocahontas Trail) & Route 199 Ramp US Route 60 (Pocahontas Trail) & McLaws Circle US Route 60 (Pocahontas Trail) & Village Shop Busch Gardens US Route 60 (Pocahontas Trail) & Kingsmill Road US Route 60 (Pocahontas Trail) & Brewery Busch Gardens US Route 60 (Pocahontas Trail) & Employee Entrance Busch Gardens US Route 60 (Pocahontas Trail) & Grove Interchange West US Route 60 (Pocahontas Trail) & Grove Interchange East US Route 60 (Pocahontas Trail) & Plantation Road

Construction will consist of the installation of CCTV cameras along the following routes and at the following intersections within James City, City of Su olk, Northampton, and Accomack Counties.

US Route 60 (Pocahontas Trail) & Route 199 (Humelsine Parkway) US Route 58 (Southampton Parkway) US Route 13 (Whaleyville Boulevard) US Route 13 (Lankford Highway) & South Bayside Road US Route 13 (Lankford Highway) & Route 1203 / Wayside Drive US Route 13 (Lankford Highway) & Route 179 (W Main Street) US Route 13 (Lankford Highway) & Route 175 (Chincoteague Road)

ORDER NO.: T02

01E(2)

Construction will consist of the installation of DMS along the following routes within Northampton and Accomack Counties.

US Route 13 (Lankford Highway)

Construction will consist of the installation of Environmental Sensor Stations (ESS-RWIS) along the following routes within City of Williamsburg/James City, Sussex, and Northampton Counties.

Route 199 (Humelsine Parkway) US Route 460 (General Mahone Highway) US Route 13 (Lankford Highway)

Construction will consist of the installation of flashing signs along the following routes within York, Surry, Isle of Wight, City of Newport News, City of Hampton, and Accomack Counties.

Route 1020 (Water Street) Route 1001 (Mathews Street) Route 10 (Colonial Trail West) Route 618 (Hollybush Road) Route 10 (Colonial Trail East) Mt Ray Drive (Surry County) Hog Island Road (Surry County) US Route 17 (Carrollton Boulevard) US Route 17 (Mercury Boulevard) Route 182 (Quinby Bridge Road) Route 695 (Saxis Road) Route 175 (Chincoteague Road) Main Street (Accomack County) Maddox Boulevard (Accomack County)

Construction will consist of the installation of bridge mounted river gauges along the following routes within York County, City of Hampton, City of Norfolk, James City, City of Chesapeake, City of Virginia Beach, Isle of Wight, Surry, Accomack, City of Newport News, and Southampton Counties.

Route 64 EBL over Queens Creek EBL I-64 over Newmarket Creek Route 10 over Cypress Creek EB I-64 over Elizabeth River I-664 over Goose Creek I-64 over SB Elizabeth River I-264 over London Bridge Creek Shields BR Rd over Occohannock Creek Wills Wharf Rd nearby Oakland Park and Hadlock Area Route 10 Bypass over Pagan River US-17 over Chuckatuck Creek

ORDER NO.: T02

01E(3)

Southampton Parkway over Nottoway River Chicoteague Rd over Wire Narrows Marsh

Construction will consist of the installation of flood sensors along the following routes within York County and Accomack County.

Route 1020 (Water Street) and Route 1001 (Mathews Street) VA-175 (Chincoteague Rd) near Mosquito Creek and the Virginia Space Flight Academy Main Street and Maddox Boulevard (Chincoteague) SR 695 (Saxis Rd) near Robin Hood Bay

Fredericksburg District Locations

Construction will consist of the installation of CCTV cameras along the following routes and at the following intersections within Essex and Middlesex Counties:

US Route 17 (Tidewater Trail) & US Route 360 (Richmond Highway) US Route 17 (Tidewater Trail) & US Route 17 Bus. (General Puller Highway)

Construction will consist of the installation of Environmental Sensor Stations (ESS-RWIS) along the following routes and at the following locations within Caroline and Gloucester Counties:

US Route 17 (Tidewater Trail) US Route 17 (George Washington Memorial Highway)

Construction will consist of the installation of flashing signs along the following routes within Sta ord, Spotsylvania, and Caroline Counties:

Route 3 Bus. (Kings Highway) US Route 1 (Cambridge Street) Route 607 (W Cambridge Street) Route 1001 (Washington Street) Route 1002 (Carter Street) US Route 1 (Patriot Highway) Route 208 (Courthouse Road) US Route 1 Bus. (Lafayette Boulevard)

Construction will consist of the installation of bridge mounted river gauges along the following routes within Essex, Richmond, Middlesex, Northumberland, Caroline, Sta ord, and Spotsylvania Counties:

US Route 17 over Piscataway Creek Route 3 over Totuskey Creek US Route 17 SBL over Dragon Run*

ORDER NO.: T02

01E(4)

*Construction activities at this location shall not begin until UPC 118288 is completed and returned to normal tra ic operations.

US Route 17 SBL over Tignor Creek Route 200 over Great Wicomico River Route 227 over Urbanna Creek Route 3 over Rappahannock River SBL Route 17 over Portobago Creek

Construction will consist of the installation of flood sensors along the following routes within Sta ord and Spotsylvania Counties.

Route 607 (River Road) US Route 1 (Patriot Highway) & Route 208 (Courthouse Road) / US Route 1 Bus. (Lafayette Boulevard) Route 10 (Colonial Trail W) SE of VDOT Surry Area Headquarters Route 10 (Colonial Trail E) near Hickory Grove Memorial Cemetery VA-182 (Quinby Bridge Rd) near Savage Circle

TEMPORARY TRAFFIC CONTROL PLAN

1. Proposed improvements fall under the TMP type A project.

2. Major components will consist of General Notes and special details.

3. The Contractor shall provide a detailed MOT plan for each site where work is to occur for review, comment, and/or consideration for approval to the Engineer at least two weeks in advance of the work to be performed at each location. Contractor shall provide additional MOT plans as requested by VDOT for specific operations such as those that may incorporate several TTC Figures into the tra ic control layout.

4. The Contractor shall limit the work zone length to only the amount of work that can be reasonably completed in a single workday. The Contractor shall not perform work on both sides of the road in the same area.

5. Specific tra ic control figures and notes from the 2026 Virginia Work Area Protection Manual (VWAPM) Version 11.0 used for tra ic control include, but are not limited to:

a. TTC-1.0 Work Beyond the Shoulder

b. TTC-3.0 Short-Duration or Mobile Work on a Shoulder

c. TTC-4.0 Stationary Work on a Shoulder

d. TTC-5.0 Shoulder Work with Minor Encroachment (Less than 40 mph)

e. TTC-16.0 Stationary Lane Closure on a Divided Highway

f. TTC-22.0 Right Lane Closure on a Three-Lane Roadway

g. TTC-23.0 Lane Closure on a Two-Lane Road Using Flaggers

h. TTC-27.0 Lane Closure at an Intersection

i. TTC-28.0 Lane Closure in an Intersection

j. TTC-29.0 Turn Lane Closure

k. TTC-30.0 Flagging at a De-Energized Signalized Intersection

l. TTC 37.0 Work in the Vicinity of an Exit Ramp

ORDER NO.: T02

01E(5)

6. Special Details:

a. No open trenches shall remain overnight and shall be protected from pedestrian intrusion.

b. Portable Changeable Message Signs (PCMS) shall be placed in advance of work in each direction for minimum of 3 days prior to the start of construction and shall be accessible by the TOC. Contractor to coordinate with the Engineer for high volume routes that may require longer durations.

PUBLIC COMMUNICATIONS PLAN

1. Any scheduled work plans that will cause tra ic delays shall be provided to the district communications o ice at least 72 hours in advance of the change. This includes any changes to tra ic patterns. This shall be the responsibility of the Contractor.

2. Notify the Engineer and the Regional Transportation Operations Center (TOC) in accordance with the technical requirements to place lane closure information on the 511 system and VA-Tra ic. The telephone number to the Hampton Roads TOC is (757) 424-9924, the Richmond TOC is (804) 796-4522, and the NoVA TOC (Sta ord/Spotsylvania Counties) is

(540) 658-4340.

3. In the event that any unscheduled tra ic delays are experienced related to the work, the Hampton Roads Tra ic Operations Center (757-424-9920) ,o the Richmond Tra ic Operations Center (804-796-4520), or the NoVA TOC (Sta ord/Spotsylvania Counties) (540) 658-4340 shall be contacted by the Contractor. The Tra ic Operations Center (TOC) will make all entries into systems that feed information into 511. The TOC will also make notifications to Department sta . The sta notifications shall include but not be limited to:

Area Construction Engineer, Project Maintenance of Tra ic Coordinator, Project Manager, District Engineer, District Work Zone Safety Coordinator, District Tra ic Engineer, Regional Tra ic Operations Manager, Regional Incident Management Coordinator, and the District Communications O ice.

TRANSPORTATION OPERATIONS PLAN

Procedure to respond to tra ic incidents that occur in the work zone:

1. The contractor is required to immediately report to the State Police and the VDOT Project Manager.

2. The contractor shall assist in providing emergency responders access to the incident (as necessary).

3. The contractor shall notify the Hampton Roads Tra ic Operations Center (TOC) (757-424- 9924), the Richmond Tra ic Operations Center (TOC) (804-796-4522), or the NoVA TOC (Sta ord/Spotsylvania Counties) (540) 658-4340 which will set into place the procedure defined for unscheduled tra ic backup/delay.

4. Depending on the severity of the incident, the contractor may have to shut down work zones.

5. Upon arrival on the scene, the Virginia State Police will determine response necessary to allow traveling public around the incident.

ORDER NO.: T02

01E(6)

6. TOC shall notify VDOT Public A airs and the Residency O ice of the incident.

7. The contractor shall complete an accident report to include sketches and photos of the work zone. The Virginia State Police will take control of the incident and direct its clearing and restoration to normal tra ic flow.

8. The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Tra ic Control plan is necessary.

If it is determined that it is necessary to alter the plan, a meeting will be called with the contractor, VDOT project personnel, VDOT safety representatives, and the Virginia State Police (if necessary) to discuss modification and implementation of an improved tra ic control plan.

9. Within 24 hours of any incidents within the construction work zone, a review of the tra ic controls shall be completed, and necessary adjustments made to reduce the potential for future incidents.

10. The process to notify the Regional Tra ic Operations Center (TOC) of planned lane closures on Virginia Tra ic Information Management System (VA Tra ic) is: Lane closure coordination/implementation: lane and/or shoulder closures shall be entered into LCAMS in accordance with the Lane Closure Coordination (LLC)/Lane Closure Implementation (LCI) Special Provision (SP).

Hampton Roads District

- Area Construction Engineer: TBD

- Construction Manager: TBD

- Project Inspector/MOT Work Zone Coordinator: TBD

- District Work Zone Tra ic Coordinator: John Sabato (757) 284-9352

- District Tra ic Engineer: Tim Haynam (757) 956-3055

- District Safety Manager: Victor L. Bradford Jr. (804) 664-6601

- Residency Administrator(s): Christopher Isdell (757) 787-5858 (Williamsburg); Paul Matticks

(757) 328-1201 (Franklin); Rodney Higgs (757) 956-3176 (Accomack)

Fredericksburg District

- Area Construction Engineer: TBD

- Construction Manager: TBD

- Project Inspector/MOT Work Zone Coordinator: TBD

- District Work Zone Tra ic Coordinator: Je Stone (540) 899-4547

- District Tra ic Engineer: Robert Weber (757) 266-2122

- District Safety Manager: TBD

- District Public A airs Manager: Kelly Hannon (540) 374-3344

- Residency Administrator(s): Walter Burke (540) 899-4278 (Fredericksburg), David Beale

(804) 333-3696 (Northern Neck), Lee McKnight (804) 758-2321 (Saluda)

01E(7)

MAINTENANCE OF TRAFFIC GENERAL NOTES

1. Unless otherwise approved or directed by the engineer, the contractor shall plan and prosecute the work in accordance with this Transportation Management Plan.

2. The Transportation Management Plan (TMP) is intended as a guide. It is not intended to enumerate every detail which must be considered in the construction of this project, but only to show the general handling of tra ic. It shall be the responsibility of the contractor to present a formal TMP/Maintenance of Tra ic (MOT) plan to the engineer for approval prior to any construction that may a ect the existing tra ic.

3. At the conclusion of each workday, equipment shall not be stored within the established clear zone and/or deflection zone of physical barriers. Any areas excavated below the existing pavement surface and within the clear zone, shall be backfilled with approved material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular tra ic. See temporary wedge detail on VDOT Std. ACOT-1 in the 2016 Road and Bridge Standards. See Appendix A of the VWAPM for drop-o requirements.

4. All signs, group 1 or 2 channelizing devices, and any other devices used in the construction zone shall be furnished by the contractor and shall be kept clean and properly aligned at all times.

5. The contractor shall maintain all signage within the limits of construction, shown or otherwise, unless directed by the engineer. If removal is allowed, contractor shall store the signs per VDOT standards, and if directed, replace them at the completion of the project.

6. The contractor shall ensure positive drainage for the duration of the project. Additional temporary measures may be needed to facilitate proper positive drainage.

7. Erosion and sediment control measures shall be in place prior to the beginning of construction and shall be revised as needed through construction phases.

8. The contractor is responsible for coordinating the construction, signing, and tra ic management plan with other adjacent projects under construction.

9. The contractor shall submit tra ic control plans not expressly outlined in the VWAPM for approval prior to performing the work. No deviations from the plans will be allowed without prior approval from the engineer.

10. Measures shall be taken to ensure adequate sight distances during construction operations. Tra ic control devices, signs, construction equipment, material storage, or any other obstacle will not be allowed to interfere with horizontal or vertical sight distances.

11. Access into and out of the work zone shall take into account adequate sight distance and acceleration and deceleration lengths for construction vehicles and equipment.

Ingress/egress shall be in accordance with the Virginia Work Area Protection Manual.

12. Existing conflicting pavement markings shall be completely eradicated or covered with Type E construction markings.

13. The contractor shall temporarily cover any existing signs that are contrary to construction signs and uncover these at the completion of the project as directed by the engineer.

14. Safe and adequate access to driveways and entrances shall be maintained at all times.

ORDER NO.: T02

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ORDER NO.: T02

01E(14)

EMERGENCY RESPONSE CONTACTS

Hampton Roads District

01E(15)

Fredericksburg District

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) GENERAL

INFORMATION SHEET

8/12/24

* Denotes information that is to be provided/completed by the VDOT RLD.

** Denotes information that is to be provided/completed by the contractor

GENERAL INFORMATION SHEET

The information contained in the SWPPP General Information sheets is intended to comply with the requirements of the General VPDES Permit For Discharges Of Stormwater From Construction Activities (VAR10) (the CGP) issued July 1, 2024 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 outside the Chesapeake Bay Preservation Area, or equal to or greater than 2,500 square feet in the area defined as Tidewater, Virginia in the Virginia Chesapeake Bay Preservation Act.

The VDOT RLD (as defined in the latest IIM-LD-242) will ensure that the information shown on the SWPPP General Information sheets is updated/revised as necessary in order to reflect changes that may occur during the construction phase of the land disturbing (construction) activity. The updated/revised sheets shall be maintained with the designated record set of plans (or other such documents) for the land disturbance (construction) activity.

SWPPP Certification Statement

I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.

Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

I further certify that this document and all other documents related to the SWPPP, as identified on the SWPPP General Information Sheets, are maintained at the activity site, or at a location convenient to the activity site where no on-site facilities are available, and such documents will be made available for review upon request in accordance with the provisions of the General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) when applicable. Where the SWPPP documents are not stored on-site, a copy of such documents shall be in the possession of those with day to day operational control over the implementation of the SWPPP whenever they are on site.

* or ** Duly Authorized Representative Signature (1)

Signature: ________________________________________________

Printed Name: _____________________________________________

Date: ______________

(1) See Section 1, Item 12 relating to delegation of authority, and form LD-445H (Delegation of Authority).

ORDER NO.: T02

Acronyms

ACE - Area Construction Engineer AS&S - Annual Standards and Specifications

BMP - Best Management Practice CBPA - Chesapeake Bay Preservation Act

CGP - General VPDES Permit For Discharges of Stormwater from Construction Activities (VAR10) DEQ - Department of Environmental Quality DHE - District Hydraulic Engineer

EPA - U.S. Environmental Protection Agency

ESC - Erosion and Sediment Control IIM - Instructional and Informational Memorandum NPDES - National Pollutant Discharge Elimination System R&B - Road and Bridge

RLD - Responsible Land Disturber SWM - Stormwater Management SWPPP - Stormwater Pollution Prevention Plan TMDL - Total Maximum Daily Load

VDOT - Virginia Department of Transportation VESMP - Virginia Erosion and Stormwater Management Program

VPDES - Virginia Pollutant Discharge Elimination System WLA - Waste Load Allocation

SECTION I GENERAL INFORMATION

1. Activity Description - Work includes construction to install transportation technologies to detect weather and traffic incidents on Hampton Road evacuation corridors (extending into Fredericksburg District). Transportation technologies include, but not limited to, cameras, dynamic message signs, Environmental Sensor Stations (ESS-RWIS), flood sensors, stream gauges, etc.

2. This land disturbance (construction) activity site is located in Middlesex County, Gloucester County, James City County, York County, City of Williamsburg, Southampton County, Northampton County, City of Suffolk, Surry County, Accomack County, Sussex County, and see table below for acres to be disturbed by excavation, grading or other construction activities.

3. B. This proposed activity disturbs less than one acre and is exempt from coverage under the CGP as issued by the DEQ.

**4. The location of support facilities that will be covered under the CGP coverage for this land disturbance (construction) activity shall be provided by the contractor and identified on a legible map. Support facilities shall include, but not be limited to, borrow and disposal areas, construction and waste material storage areas, equipment and vehicle washing, maintenance, storage and fueling areas, storage areas for fertilizers, fuels or chemicals, concrete wash out areas, sanitary waste facilities and any other areas that may involve land disturbance or pollutant-generating activities of its own. Must also include areas where polymers, flocculants, or other stormwater treatment chemicals will be used or stored. Only support facilities within the VDOT ROW and easements are covered under this CGP.

**5. Written Evidence of permit coverage shall be provided by the contractor for all support activities located outside of VDOT right of way or easement in the form of the CGP coverage letter: (List VPDES Permit # or Letter from VESMP Authority stating coverage not needed)

Impaired waters, TMDLs, Exceptional waters, and Turbidity Monitoring

6. Does stormwater from this land disturbing activity discharge into surface waters that have been identified as impaired in the 2022 305(b)/303(d) Water Quality Assessment Integrated Report for Benthic Macroinvertebrates Bioassessments? (See latest DEQ Environmental Mapper)

No

□ Yes

List impaired water(s) here: None

7. Does stormwater from this land disturbing activity discharge into a watershed with a TMDL waste load allocation established prior to July 1, 2024 for sediment, total suspended solids, turbidity, nitrogen or phosphorus, including all surface waters within the Chesapeake Bay Watershed?

□ No

Yes

List TMDL(s) and pollutant(s) here:

Chesapeake Bay TMDL WLAs for Nitrogen, Phosphorus, and Total suspended solids

8. Does stormwater from this land-disturbing activity discharge stormwater to surface waters that have been identified as Exceptional in 9VAC25-260-30.A.3.c of the Water Quality Standards regulation?

No

□ Yes

List name of surface waters: None

9. If "NO" was answered in note 6, 7, and 8, then items a, b, c and d (below) shall be implemented and adhered to for this land-disturbing activity.

If "Yes" was answered in note 6, 7, or 8, then the requirements of Part I B.4.a or Part I.B.5, as applicable, of the Construction General Permit shall be implemented and the operator shall ensure the following SWPPP requirements are adhered to for this land-disturbing activity:

a. Permanent or temporary soil stabilization shall be applied to denuded areas within seven

(7) days after final grade Is reached on any portion of the construction site.

b. Temporary and permanent stabilization will be applied as noted and in accordance with ESC Minimum Standards 1 and 3.

c. Nutrients (e.g., fertilizers) shall be applied in accordance with manufacturers recommendations or an approved nutrient management plan and shall not be applied during rainfall events; Nutrients are being applied per the projects Roadside Development sheet.

d. Inspections shall be conducted at a frequency of (i) at least once every four (4) business days or (ii) at least once every (5) business days and no later than 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there

ORDER NO.: T02

are more than 24 hours between business days, the inspection shall be conducted on the next business day; and Inspections are being completed at least every four (4) business days (C-107s are completed on Mondays and Thursdays) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls.

10. Locations of surface waters and locations where concentrated stormwater is discharged from this land disturbance (construction) activity are identified in the construction plan set (or other such site maps) for this land disturbance(construction) activity. (List name of surface waters and locations here if not shown in construction plan or other such documents).

Unnamed Tributaries to Urbanna Creek (RA69), Unnamed Tributaries to Dragon Swamp (CB09), Fox Mill Run and Unnamed Tributaries (CB14), College Creek and Unnamed Tributaries (G10R), Unnamed Tributaries to James River (G11R), Unnamed Tributaries to King Creek - Upper (F27R), Round Gut-Nottoway River (CU51), March Swamp-Somerton Creek (CL03), Chesconessex Creek-Onancock Creek (CB39), Smith Island Inlet-The Thorofare (AO21), Pitts Creek (CB31), Cherrystone Inlet-Lower Chesapeake Bay (CB46), Johnchecohunk Swamp-Cypress Swamp (CU58), Lawnes Creek (JL36)

11. The ESC and SWM plans (where applicable) for this land disturbance (construction) 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.

12. List the RLD and other responsible parties for the land disturbance activity: (required for erosion and sediment control). The following individual(s) are "duly authorized" to sign all reports required by the CGP including the SWPPP General Information Sheets and Inspection Reports (C-107). Reference form LD-445H for Duly Authorized Representatives (form LD-445H for the project is hereby incorporated by reference into this SWPPP). These individual(s) has/have overall responsibility or the environmental matters for the project: (required only for permitted projects):

Name Position Qualifications (If Required)

Responsibility

Michael Davis, P.E RLD Certify the SWPPP (with date & sig.)

Certified Inspector

Sign (C-107) Inspection Form Part 1

Certified Inspector

Sign (C-107) Inspection Form Part 1

Certified Inspector

Sign (C-107) Inspection Form Part 2

*13. The name of the VDOT individual(s) responsible for the oversight inspection in accordance with IIM-LD-256 on these land disturbance construction activities as identified on these SWPPP General Information Sheets. The following individual(s) are "duly authorized' to sign all reports required by the CGP including the SWPPP General Information Sheets and Inspection Reports (C-107). Reference for LD-445H for Duly Authorized Representatives (form LD-445H for the project is hereby incorporated by reference into this SWPPP). The names will be updated and maintained with the other SWPPP documents for this land disturbance activity.

VDOT Individuals Position Qualifications (If Required)

Responsibility

Hampton Roads:

Jenny Dail

NPDES NPDES coordinator or designee(s) responsible for the oversight inspection in accordance with IIM-LD-

Hampton Roads:

ACE Project Manager during Construction

Fredericksburg:

Michael Cartwright

NPDES NPDES coordinator or designee(s) responsible for the oversight inspection in accordance with IIM-LD-

Fredericksburg:

ACE Project Manager during Construction

**14. The ESC and P2 inspections for this land disturbing (construction) activity shall follow (Select Schedule 1 or 2, if schedule #2 is used, void note #15) as defined in R&B Specifications identified on the title sheet except for Section 107 an Inspection Requirements Rain gauge notes apply only to Inspection Schedule 1.

If the operator must make the same repairs more than two times to the same control at the same location, even if the fix can be completed by the close of the next business day, the operator shall either:

Complete work to fix any subsequent repeat occurrences of this same problem under the corrective action procedures in Part II H, including keeping any records of the condition and how it was corrected under Part II C: or

Document in the inspection report under Part II G why the specific reoccurrence of this same problem should still be addressed as a routine maintenance fix.

**15. The location of the on-site rain gage that will be used to determine the occurrence of a measurable storm event for the purposes of ESC and Pollution Prevention inspections will be provided by the contractor and identified on the record set of plans or in other appropriate SWPPP documents for this land disturbance activity: (List location of rain gage).

ORDER NO.: T02

The rain gage shall be observed daily at " " to determine the occurrence of a measurable storm event (i.e., 0.25 inches of rainfall or greater in a 24 hour period). A log book shall be maintained to record observation information which shall include (1) the date, (2) the time, (3) whether or not rainfall is occurring at the time of the observation, (4) the amount of accumulated rainfall in the gage, if any, and (5) whether or not an inspection is required based on the amount of accumulated rainfall in the gage.

A discharge caused by snow melt (from a snow event producing 3.25 inches or more of snow within a 24-hour period). The operator is required to conduct one inspection once the discharge of snow melt occurs. Additional inspections are only required if, following the discharge from the first snow melt, there is a discharge from a separate storm event.

If there is no rainfall occurring at the time of the observation, the observation information shall be noted in the log book and the rain gage emptied and replaced. An inspection is required if there is 0.25 inches or more accumulation noted in the rain gage. If there is rainfall occurring at the time of the observation, the observation information is to be noted in the log book. The rain gage is not to be emptied but left to accumulate additional rainfall until the conclusion of the rainfall event. At the conclusion of the rainfall event, an observation of the rain gage shall be made and the observation information shall be noted in the log book and the rain gage emptied and replaced. An inspection is required if there is 0.25 inches or more accumulation noted in the rain gage.

16. The following VDOT documents are applicable to

a) Non-permitted projects in Chesapeake Bay Preservation Areas (CBPA) with 2,500 S.F.

to 1.0 acre of land disturbance

b) Non-permitted projects requiring a SWPPP:

VDOT LD-445C: Projects that require a permit, ESC Plan, SWM, or SWPPP.

VDOT C-107 Part I (All projects that require a SWPPP).

SECTION II EROSION AND SEDIMENT CONTROL

**1. 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 the current edition of Section 108 of the VDOT R&B Specifications identified on the title sheet and shall be included with the other SWPPP documents for this land disturbance (construction) activity.

2. Existing and proposed drainage patterns on the construction site and approximate slopes anticipated before and after major grading activities are identified in the construction plan set (or other such documents) for this land disturbance (construction) activity

3. 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 (construction) activity.

4. Locations of major structural and nonstructural ESC measures intended to filter, settle or similarly remove sediment are identified in the construction plan set (or other such documents) for this land disturbance (construction) activity.

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

6. 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 IV.

**7. A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the construction site, and when stabilization measures are initiated will be provided by the contractor and maintained with the record set of plans or other SWPPP documents for this land disturbance (construction) activity: (List how this will be tracked and the location)

8. A description and schedule of procedures to maintain vegetation, erosion and sediment control measures and other protective measures in good and effective operating conditions are identified in the current edition of Sections 107 and 303 of the VDOT R&B Specifications identified on the title sheet.

9. Nutrients shall be applied in accordance with the current edition of Sections 603, 604 and 605 of the VDOT Road and Bridge Specifications identified on the title sheet. Nutrients shall not be applied during rainfall events. Top soil shall be applied in accordance with the current edition of section 602 of the Road and Bridge Specifications identified on the title sheet.

10. All engineering calculations supporting the design of erosion and sediment control measures proposed for this land disturbance (construction) activity are contained in the project drainage file located in the VDOT Area Construction Engineer Office and will be made available for review upon request during normal business hours.

11. The temporary erosion and siltation control items shown on the ESC Plan for this land disturbing (construction) 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, ORDER NO.: T02 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, elimination of a perimeter control, change to ESC concept that would affect the quantity or direction of flow of water) 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 business hours. Changes noted on the designated record set of plans must address certification language with initial and date by duly authorized personnel.

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

13. 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.

14. 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.

15. The contractor shall plan and implement his land disturbance operations in order to:

a. Control the volume and velocity of stormwater runoff within the site to minimize erosion.

b. Control the peak flow rates, volume and velocity of stormwater discharges to minimize erosion at outlets and in downstream channels.

c. Minimize the amount of soil exposed.

d. Minimize the disturbance of steep slopes.

e. Minimize sediment discharge from the site.

f. Provide and maintain natural buffers around surface waters, direct stormwater runoff to vegetated areas and maximize stormwater infiltration, unless infeasible.

g. Minimize soil compaction (except in those areas where compaction is required by the contract documents) and preserve topsoil where feasible.

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

17. Soil stockpiles temporarily placed within the project area or on VDOT right of way or easement shall be identified, stabilized, and protected with sediment trapping measures.

18. A construction entrance or other approved measure shall be installed at all locations where construction vehicular traffic access routes intersect a paved or a public road in order to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or a public road surface, the road shall be cleaned thoroughly at the end of each work day by shoveling or sweeping. Removed sediment shall be disposed of in accordance with Section 106.04 of the R&B Specifications identified on the title sheet.

Construction entrances shall be maintained as necessary, including the addition of additional rock, as part of routine maintenance.

19. Any variance, exception or deviation approved by DEQ must be listed below and supporting documentation (exception/variance/deviation request and DEQ approval) must be maintained with the SWPPP.

20. The following exceptions to the Water Quantity criteria of the VESMP Regulation have been approved by the DEQ for this land disturbance (construction) activity: (list all approved variances, exceptions, deviations and include a brief description of the variance, the date approved and the approving DEQ Office).

Type(1) Regulation Modified(2) Approval Date(3) Description of Variance(4)

None

(1) Type of modification (Variance from ESC regulations, or Deviation from published guidance)

(2) Section of Regulation or Guidance Document Modified (e.g. ESC Min. Std. 15)

(3) Date that variance/exception/deviation was approved by DEQ.

(4) Description and request

ENVIRONMENTAL COMMITMENTS:

1. NO TEMPORARY OR PERMANENT IMPACTS TO WATERS OF THE UNITED STATES OR VIRGINIA

STATE SURFACE WATERS, INCLUDING WETLANDS, HAVE BEEN AUTHORIZED UNDER THE

NON-REPORTING US ARMY CORPS OF ENGINEERS (USACE) NATIONWIDE PERMIT #5 FOR

THIS PROJECT. NO INSTREAM WORK SHALL OCCUR, AND NO WETLANDS WILL BE IMPACTED

FOR THIS PROJECT.

2. STRICT ADHERENCE TO APPLICABLE STATE AND LOCAL EROSION AND SEDIMENT CONTROL

AND STORM WATER MANAGEMENT LAWS AND REGULATIONS IS REQUIRED. CATCH AND

COLLECTION OF DRILL DEBRIS SHALL BE PERFORMED DURING INSTALLATION OF BRIDGE

MOUNTED STREAM GAUGES TO PREVENT DISCHARGE OF DEBRIS INTO STATE AND FEDERAL

JURISDICTIONAL WATERS, INCLUDING WETLANDS.

3. EXISTING STRUCTURE ASSESSMENTS: BIRD (ACTIVE NESTS: PEREGRINE FALCONS, BALD

EAGLES, COLONIAL WATERBIRDS) AND BAT ASSESSMENTS (VISUAL TO ENSURE THE

STRUCTURE IS NOT OCCUPIED BY ROOSTING OR HIBERNATING LISTED BATS) ARE TO BE

DONE PRIOR TO CONSTRUCTION AND ADDITIONAL COORDINATION WILL FOLLOW AS

NECESSARY.

4. IN CONFORMANCE WITH THE VDOT SPECIAL PROVISION FOR ACTIVE BIRD NESTS, IF BIRD

NESTS ARE FOUND ON A BRIDGE INCLUDED IN THE CONTRACT, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE AREA CONSTRUCTION ENGINEER, VDOT CO RESILIENCE

PROGRAM MANAGER, AND THE WATER RESOURCES PROGRAM MANAGER, AND SUSPEND

ALL WORK IN THE IMMEDIATE VICINITY OF THE NESTS UNTIL AUTHORIZED TO CONTINUE. THE

CONTRACTOR MAY PROCEED WITH OTHER WORK ACTIVITIES THAT DO NOT RESULT IN

REMOVAL OF NESTS OR NEST CONTENTS.

5. IN CONFORMANCE WITH THE VDOT SPECIAL PROVISION FOR BAT PROTECTION, IF BATS ARE

OBSERVED ROOSTING ON A STRUCTURE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE AREA CONSTRUCTION ENGINEER, VDOT CO RESILIENCE PROGRAM MANAGER, AND THE

WATER RESOURCES PROGRAM MANAGER, AND SUSPEND WORK IN THE IMMEDIATE VICINITY

OF THE BATS UNTIL AUTHORIZED TO CONTINUE.

6. WHERE AN ACTIVE PEREGRINE FALCON NEST IS CONFIRMED IN VICINITY OF THE PROJECT, ALL WORK SHALL ADHERE TO A TIME-OF-YEAR RESTRICTION (TOYR) OF FEBRUARY 15

THROUGH JULY 15 FOR DISRUPTIVE OR NOISY ACTIVITIES WITHIN 600 FEET OF THE NEST

(PREVIOUSLY DOCUMENTED LOCATIONS AT SENSOR FLASHERS 20 (WATER STREET AT

YORKTOWN RIVER), 23 (ON CHINCOTEAGUE ROAD NEARBY MOSQUITO CREEK AND THE

VIRGINIA SPACE FLIGHT ACADEMY), AND 75 (ON MAIN STREET AND MADDOX BOULEVARD

INTERSECTION IN CHINCOTEAGUE); GAUGES 6 (I-64 HIGH RISE BR AT SB ELIZ RIVER), 7 (I-264

VA BEACH EXPRESSWAY AT LONDON BRIDGE CREEK), AND 8 (I-464 BERKLEY BRIDGE AT EB

ELIZ RIVER; LOCATION DATABASE SEARCH SHALL BE UPDATED PRIOR TO CONSTRUCTION).

ORDER NO.: T02

7. WHERE COLONIAL WATERBIRD OCCURRENCE IS DOCUMENTED IN THE VICINITY OF THE

PROJECT, A VISUAL ASSESSMENT WILL BE PERFORMED WITHIN AND ADJACENT TO THE

PROJECT AREA TO DETERMINE IF ROOKERIES ARE PRESENT AND COORDINATION WITH

VDWR WILL OCCUR AS APPROPRIATE. (PREVIOUSLY DOCUMENTED LOCATIONS AT GAUGE

46 - GREAT BLUE HERON; GAUGE 64 - BLACK SKIMMER, FORSTER'S TERN, COMMON AND

GULL-BILLED TERNS; GAUGE 39 - GREAT BLUE HERON; LOCATION DATABASE SEARCH SHALL

BE UPDATED PRIOR TO CONSTRUCTION).

8. NO TREE LIMBING, TRIMMING, OR REMOVAL IS PERMITTED.

9. NO WORK IS PERMITTED BELOW BRIDGE DECKS DURING THE INSTALLATION OF STREAM

GAUGES.

10. WHERE CANEBRAKE RATTLESNAKE OCCURRENCE IS DOCUMENTED IN THE VICINITY OF THE

PROJECT, A HABITAT ASSESSMENT FOR THIS SPECIES SHALL BE PERFORMED WITHIN THE

PROJECT SITE.

GENERAL NOTES:

1. THE FOLLOWING ITEMS AND OPERATIONS SHALL CONFORM TO THE STANDARD LISTED

BELOW:

A. CONDUIT INSTALLATION ............. EC1-I OR BORED

B. JUNCTION BOXES ................... JB-S1, JB-S2, JB-S3, JB-S4

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE

FOLLOWING DOCUMENTS OR REVISIONS THEREOF:

A. VIRGINIA MANUAL ON UNIFORM TRAFFIC CONTROL FOR STREETS AND HIGHWAYS

(VERSION 11.0, JANUARY 2026)

B. VDOT ROAD AND BRIDGE STANDARDS

C. VDOT ROAD AND BRIDGE SPECIFICATIONS AND SUPPLEMENT

D. VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM)

E. ALL SPECIAL PROVISIONS SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISION

COPIED NOTES INCLUDED IN THE CONTRACT

3. THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL DISCREPANCIES BETWEEN THE PLANS

AND CONTRACT SPECIFICATIONS TO THE ENGINEER FOR CLARIFICATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO RETURN ALL DISTURBED AREAS,

LANDSCAPING (TREES, SHRUBS, FLOWERS, ETC.) AND FENCING TO THEIR ORIGINAL STATE

AT THE COMPLETION OF ALL WORK. ALL COSTS FOR THIS WORK SHALL BE INCLUDED IN THE

ORDER NO.: T02

BID PRICE FOR OTHER ITEMS AND NO SEPARATE MEASUREMENT AND PAYMENT WILL BE

MADE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT THEIR OWN

EXPENSE, ANY EXISTING UTILITIES, PAVEMENT, CONCRETE ITEMS, VEGETATION, ETC. THAT

ARE DAMAGED OR DISTURBED BEYOND THE SCOPE OF WORK DURING CONSTRUCTION.

EXISTING SURFACES SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE ENGINEER.

6. ALL EQUIPMENT IS TO BE INSTALLED WITHIN THE EXISTING OR PROPOSED RIGHT OF WAY OR

EASEMENT.

7. CONTACT VDOT FOR UTILITY LOCATE AT 757-361-3033 OR 757-361-3038 A MINIMUM OF 72

HOURS IN ADVANCE OF EXCAVATION WITHIN THE ROW. ALL AREAS OF THE VDOT R/W

DISTURBED BY THIS WORK SHALL BE RESTORED, STABILIZED, AND SEEDED PRIOR TO

ACCEPTANCE.

8. DISTANCE OF PROPOSED STRUCTURES TO GUARDRAIL SHALL BE NO LESS THAN MINIMUM

INDICATED IN GUARDRAIL STANDARDS IN SECTION 500 AND THE GUARDRAIL INSTALLATION

TRAINING MANUAL.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING COMMUNICATIONS

BETWEENT THE FIELD DEVICES AND THE HAMPTON ROADS AND RICHMOND DISTRICT

OPERATIONS PRODUCTION NETWORK AT ALL TIMES DURING CONSTRUCTION. THE

CONTRACTOR SHALL CONTACT VDOT DISTRICT OPERATIONS ITS MAINTENANCE FOR

COORDINATION OF ANY WORK (PLANNED OR UNPLANNED) THAT COULD CAUSE A

POTENTIAL OUTAGE TO THE VDOT PRODUCTION NETWORK.

10. CONTRACTOR TO REFER TO SPECIAL PROVISION FOR OPERATION TECHNOLOGY CRITICAL

INFASTRUCTURE SECURITY ASSESMENT REQUIREMENTS. DEVICES SHALL HAVE SECURITY

ASSESSMENT APPROVAL PRIOR TO BEING PLACED ONTO THE VDOT OT NETWORK.

11. CONTRACTOR TO COORDINATE WITH DANIEL STELLMACH AT 757-725-1002 FOR ANY DEVICE

TO BE ADDED TO THE VDOT OPERATIONS TECHNOLOGY NETWORK.

12. EQUIPMENT CABINETS THAT CONTAIN COMMUNICATION EQUIPMENT SHALL BE OUTFITTED

WITH DIGITAL LOCKS. COORDINATE WITH THE ENGINEER FOR INSTALLATION OF DIGITAL

LOCKS (BY OTHERS).

13. CONTRACTOR TO CONTACT VDOT A MINIMUM OF THIRTY (30) DAYS IN ADVANCE FOR

ELECTRICAL SERVICE REQUESTS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT

NECESSARY FOR ELECTRICAL SERVICE CONNECTION PRIOR TO INSTALLATION OF OTHER

SIGNAL EQUIPMENT IN ORDER TO ENSURE…