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“2016 SAMPLE” ROADWAY LIGHTING SYSTEM SPECIAL PROVISIONS (March 14, 2017)This “sample” set of Lighting System Special Provisions will require editing (add, delete, modify, update, etc.) prior to use on a specific project. Some of the paragraphs included in these special provisions are project specific and may not be required on every project. Use the language when appropriate based on the plan and as directed in RED text. All RED text must be removed from the special provisions prior to the special provisions being submitted for project letting.

DIVISION SL

SL-1 (2104) REMOVING MISCELLANEOUS STRUCTURES

SL-1.1 DESCRIPTION

This work consists of removing or salvaging miscellaneous structures in accordance with the provisions of MnDOT 2104 and the following:

Store and protect salvaged items from damage until ready for reinstallation or delivery to storage. Repair or replace any damage resulting from the Contractor's operations, like in kind or better, to the condition existing prior to the salvage operation.

Paint on existing lighting service cabinets and other painted items may include lead in the paint. If this is the case, the Contractor is responsible for the proper handling, transportation, and disposal of these materials as hazardous waste. The handling, transportation, and disposal of these items must be in accordance with Occupational Safety & Health Administration (OSHA) and the Minnesota Pollution Control Agency (MPCA) regulations.

The Contractor certifies being familiar with, and will comply with, the applicable requirements in OSHA 29 CFR 1926.62 and Minnesota Rules Chapter 5206, 7025, 7035, 7045 relating to disposal and the removal of these lead painted materials.

Provide to the Engineer a completed "Contractor Certification of Disposal" form that is included elsewhere in these Special Provisions.

SL-1.2 MATERIALS

None

SL-1.3 CONSTRUCTION REQUIREMENTS

A. Remove Light Foundation

Item 2104.509 (Remove Light Foundation) consists of removing the in place light foundations as shown on the Plan. Backfill all holes remaining from the removal of the light foundation in accordance with MnDOT 2545.3C.

B. Remove Direct Buried Lighting Cable

Item 2104.501 (Remove Direct Buried Lighting Cable) consists of removing in- place out- of- service (abandoned) cables. Removed cables are the property of the Contractor.1-SL


“Abandoned” means underground cable no longer in service and physically disconnected to a system once the new system under contract has been completed.

Where in- place out-of-service (abandoned) cables are not removed provide the following;

1. Perform a megohm meter test of each cable run in accordance with 2545.3 K.1,2. Repair damaged cable with a Direct Buried Underground Cable Splice in accordance with

2545.3G.4.b,3. Place a Department furnished locator ball on the direct buried underground cable splice before

backfilling,4. Collect and record GPS coordinates of the installed direct buried underground cable splice and

provide to the Engineer, 5. Install new handholes in accordance with 2545.3E at both ends of each cable run, 6. Expose and protect the conductors at both ends of each cable run to allow for future locating,7. Identify the cable run at both ends with a tag durable to withstand wet locations and labeled

“ABANDONED LIGHTING CABLE”,8. Collect and record GPS coordinates of each cable run at 10 ft intervals and provide to the

Engineer,9. Provide an As Built of the approximate location and linear footage of each cable run to the

Engineer, and10. Provide a one-time locate of each cable run using red paint and red locating flags with a capital

“A” inside a circle to represent abandoned facilities before final acceptance of the project.

Noncompliance of these provisions will result in suspending the Work in accordance with 1501.2.

The requirements listed are necessary for the Department to maintain its abandoned facilities in accordance with Minnesota State Law 216D.04 Subdivision 3-Locating Underground Facility; Operator and Minnesota Rules 7560.0125 Abandoned and Out-Of-Service Facilities.

The Engineer will distribute copies of the As Builts and GPS coordinates to the project file, District Traffic Office, and MnDOT’s locating office.

C. Remove Service Cabinet

Item 2104.509 (Remove Service Cabinet) consists of removing the in place service cabinet as indicated in the Plan. A removed service cabinet is the property of the Contractor.

D. Remove Lighting Unit

Item 2104.509 (Remove Lighting Unit) consists of removing the in place lighting units as shown on the Plan. 2-SL


Disconnect all circuit wiring to removed lighting units from any lighting units remaining in place. Removed lighting units are the property of the Contractor. Dispose of in accordance with 2104.3.C...

E. Remove Luminaire

Item 2104.509 (Remove Luminaire) consists of removing the in place luminaires, lamps, and ballasts located on the in place light poles as shown on the Plan. Removed luminaires are the property of the Contractor. Dispose of in accordance with 2104.3.C.

F. Remove Equipment Pad

Item 2104.509 (Remove Equipment Pad) consists of removing the equipment pad as shown on the Plan. Backfill all holes remaining from the removal of the equipment pad in accordance with MnDOT 2545.3C.

G. Salvage Service Cabinet

Item 2104.523 (Salvage Service Cabinet) consists of salvaging the in place service cabinet as shown on the Plan. Deliver the salvaged service cabinet to the storage location as specified herein, or as directed by the Engineer. Repair or replace any damaged salvaged materials resulting from the hauling operation at no expense to the Department.

H. Salvage Lighting Unit

Item 2104.523 (Salvage Lighting Unit) consists of salvaging the lighting units as directed by the Engineer.

Disconnect all circuit wiring to the salvaged lighting units from any lighting units remaining in place. Deliver salvaged lighting units to the storage location as specified herein, or as directed by the Engineer.

Repair or replace any damaged salvaged materials resulting from the hauling operation at no expense to the Department.

I. Blank

J. Salvage Luminaire

Item 2104.523 (Salvage Luminaire) consists of removing and salvaging the luminaires and lamps as shown on the Plan. Deliver salvaged luminaires to the storage location as specified herein, or as directed by the Engineer. Repair or replace any damaged salvaged materials resulting from the hauling operation at no expense to the Department.

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K. Salvage Light Foundation

Item 2104.523 (Salvage Light Foundation) consists of removing and salvaging the light foundation as directed by the Engineer. Clean the foundation of all dirt and debris before delivery to storage. Backfill all holes remaining from the removal of the foundation in accordance with MnDOT 2545.3C. Deliver the salvaged foundation to the storage location as specified herein, or as directed by the Engineer. Repair or replace any damaged salvaged materials resulting from the hauling operation at no expense to the Department.

L. Salvage Steel Light Foundation

Item 2104.523 (Salvage Steel Light Foundation) consists of removing and salvaging the steel light foundation as directed by the Engineer. Clean the foundation of all dirt and debris before delivery to storage. Backfill all holes remaining from the removal of the foundation in accordance with MnDOT 2545.3C. Deliver the salvaged foundation to the storage location as specified herein, or as directed by the Engineer. Repair or replace any damaged salvaged materials resulting from the hauling operation at no expense to the Department.

(The following language is used for Non-Federally Funded Projects Only)All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

M. Delivery of Salvaged Materials

Disassemble salvaged materials as specified in the Contract and as directed by the Engineer. Deliver the salvaged materials to MnDOT’s Electrical Services Section (ESS), 6000 Minnehaha Avenue, St. Paul, MN, 55111, or as directed by the ESS Stockroom, unless otherwise specified elsewhere in the Contract. Contact the ESS Stockroom (651-366-5720) at least 3 business days before delivery of the salvaged materials. Notify the Engineer before contacting the ESS Stockroom.

Obtain a salvaged material receipt from the ESS Stockroom that shows MnDOT has received the salvaged material. Submit to the Engineer a copy of this receipt for the permanent project records.

(The following Section to be used for Federally Funded Lighting Projects Only)All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

SL-1.4 (2104) HAUL SALVAGED MATERIAL

This work consists of loading and hauling materials designated for salvage and storage in accordance with the provisions of MnDOT 2104 and the following:

Disassemble salvaged materials as specified in the Contract and as directed by the Engineer. Deliver the salvaged materials to MnDOT’s Electrical Services Section (ESS), 6000 Minnehaha Avenue, 4-SL


St. Paul, MN, 55111 or as directed by the ESS Stockroom, unless otherwise specified elsewhere in the Contract. Contact the ESS Stockroom (651-366-5720) at least 3 business days before delivery of the salvaged materials. Notify the Engineer before contacting the ESS Stockroom.

Repair and replace any damaged salvaged materials resulting from the hauling operation, at no expense to the Department.

Obtain a salvaged material receipt from the ESS Stockroom that shows MnDOT has received the salvaged material. Submit to the Engineer a copy of this receipt for the permanent project records.

All hauling of salvaged materials to the Department at the location specified herein is paid for under Item No. 2104.601 (HAUL SALVAGED MATERIAL) at the contract LUMP SUM price which is payment in full for all costs relative to hauling the materials to, and depositing the materials at, the location specified elsewhere in these Special Provisions.

SL-2 (2545) LIGHTING SYSTEMS

This work consists of providing labor, equipment, and materials for construction of a lighting system in accordance with the applicable provisions of MnDOT 2471, MnDOT 2545, current edition of the National Electrical Code, the Plans, and the following: SL - 2.1 GENERAL

Ensure Division S Special Provisions “As-Builts” are included in the Division S Special Provisions.This would include the pay item 2011.601.After the July 2015 Project letting date the As-Builts verbiage should automatically be included in Division S Special Provisions by MnDOT’s Project Management & Technical Support Office.Note required verbiage below in the measurement and payment section of these special provisions. All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

A. Temporary Lighting System

Install Department provided and other materials described within the specifications at the jobsite and as directed by the Engineer. Provide and install all additional materials and equipment needed to provide a complete and operating temporary lighting system.

These materials may include but are not limited to:

1. Risers, 2. Weatherheads, 3. Wood poles, 4. Overhead quadruplex, 5. Conduit and conduit fittings,

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6. Ground rod electrodes, 7. Cable and conductors,8. Bonding and grounding materials and connections, and9. Galvanized steel strapping.

The cost of any additional Contractor provided materials, and the cost of the labor for their installation, is considered incidental to the cost of the temporary lighting system.

Pay all power costs, including any extension of power lines by the electric utility.

Maintain the temporary lighting system in good working order throughout the duration of the Contract.

This includes, but not limited to:1. Knockdowns,2. Light pole damage, 3. Luminaire or lamp failures,4. Cable, conduit and conductor damage (buried or above ground),5. Light foundation damage, and6. Lighting cabinet knockdown.

All costs incurred are incidental to the cost of the Project.

SL - 2.2 MATERIALS

A. 3813.2EThe last paragraph is hereby deleted.

The following paragraph should be included when the District wants Rigid Steel Conduit run from the source of power to the service cabinet when a ground mount transformer is used.All red text must be removed from the Special Provisions prior to the Special Provisions being submitted for project letting.

B. Source of Power RSC

Provide RSC from the Source of Power (SOP) to the lighting service cabinet.

Use these special provisions when the District wants to allow the use of steel screw in foundations. Make sure the companion paragraph in the construction requirements section of these special provisionsis included.

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Plan designers and special provision writers must ensure the Installation Steel Screw In Foundation Design detail sheet found in MnDOT’s cell library for Microstation or on the Traffic Engineering (OTST) Lighting-Home web site page under Detail sheets is included in the Plan before plan turn in.

All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

C. Light Foundation, Design E

Provide and install a Concrete or Steel Screw In Light Foundation, Design E in accordance with MnDOT 2545.3F and MnDOT Standard Plate 8127, at the locations shown on the Plan.

D. Light Foundation-Design E

A Light Foundation Design E Steel Screw In listed on MnDOT’s Approved/Qualified Products List under “Roadway lighting” may be considered as an alternative to a concrete Light Foundation Design E.

http://www.dot.state.mn.us/products/index.html

Installers of steel screw in foundations are required to be trained and certified every two years by the manufacturer or the manufacturer’s representative of an approved steel screw in foundation found on MnDOT’s Approved Products List. Before starting steel screw in foundation installation, submit a current certified installer card issued by the manufacturer for each employee directly performing the steel screw in foundation installation.

Ensure the soil class types and soil conditions on the project site are acceptable and suitable for proper support and long term stability of steel screw in light foundations.

Before placing an order for steel screw in foundations:

(1) Contact the District Soils Engineer to access the project’s;(1.1) Soils Log,(1.2) Plan with borings, and (1.3) Soil Test Reports,

(2) Review the Soils Classification for Steel Screw In Foundation Installation table in the Construction Requirements section for acceptable and suitable soils for steel screw in foundations,

(3) Perform an onsite field review of the soils and general locations where light foundations will be installed on the project,

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(4) Review the Plan for lighting unit foundations surrounded by concrete or bituminous (e.g., placed in sidewalk or a parking lot), and

(5) Review the Construction Requirements section for Light Foundations-Design E Steel Screw In.

If there are no project soils log, borings, and soil test reports, provide to the District Soils Engineer the control section of the project to reference materials design reports from past projects that are within the general area of the project. If no soils information for the project can be obtained, soil testing is recommended at no cost to the Department.

Provide the soils information obtained from the District Soils Engineer or the recommended soil testing, and the onsite field review to the Department upon request.

Install a concrete light foundation, design type as specified in the Plan, if the District Traffic Office determines the soil condition or the placement of the staked location is not suitable for a steel screw in foundation. Installation of the concrete light foundation is at no additional cost to the Department.

Install a concrete light foundation, design type as specified in the Plan, where a Design E or H foundation will be surrounded by bituminous or concrete.

E. Light Foundation, Design E Modified

Provide and install a Light Foundation, Design E Modified at locations shown on the Plan. Provide Light Foundation, Design E Modified in accordance with MnDOT 2545.3F and MnDOT Standard Plate 8127, except modify each Light Foundation, Design E Modified to fit the bolt circle specific to the light pole Manufacturer as detailed in the shop drawings to be provided.

Use these special provisions when the District wants to allow the use of steel screw in foundations. Make sure the companion paragraph in in the construction requirements section of these special provisions is included.



F. Light Foundation, Design H8-SL


Provide and install a Concrete or Steel Screw In Light Foundation, Design H in accordance with MnDOT 2545.3F and MnDOT Standard Plate 8128, at the locations indicated in the Plan.

G. Light Foundation-Design H

A Light Foundation Design H Steel Screw In listed on MnDOT’s Approved/Qualified Products List under “Roadway lighting” may be considered as an alternative to a concrete Light Foundation Design H.


Installers of steel screw in foundations are required to be trained and certified every two years by the manufacturer or the manufacturer’s representative of an approved steel screw in foundation found on MnDOT’s Approved Products List. Before starting steel screw in foundation installation, submit a current certified installer card issued by the manufacturer for each employee directly performing the steel screw in foundation installation.







(5) Review the Construction Requirements section for Light Foundations-Design H Steel Screw In.

If there are no project soils log, borings, and soil test reports, provide to the District Soils Engineer the control section of the project to reference materials design reports from past projects that are

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within the general area of the project. If no soils information for the project can be obtained, soil testing is recommended at no cost to the Department.

Provide the soils information obtained from the District Soils Engineer or the recommended soil testing, and the onsite field review to the Department upon request.

Install a concrete light foundation, design type as specified on the Plan, if the District Traffic Office determines the soil condition or the placement of the staked location is not suitable for a steel screw in foundation. Installation of the concrete light foundation is at no additional cost to the Department.

Install a concrete light foundation, design type as specified in the Plan, where a Design E or H foundation will be surrounded by bituminous or concrete.

Use these special provisions when the District wants to allow the use of steel screw in foundations. Make sure the companion paragraph in in the construction requirements section of these special provisions is included.



H. Light Foundation, Design P

Provide and install a Concrete or Steel Screw In Light Foundation, Design P in accordance with MnDOT 2545.3F and MnDOT Standard Plate 8112, at the locations shown on the Plan.

I. Blank

J. Light Foundation-Design P

A Light Foundation Design H Steel Screw In listed on MnDOT’s Approved/Qualified Products List under “Roadway lighting” may be considered as an alternative to a concrete Light Foundation Design H.


Installers of steel screw in foundations are required to be trained and certified every two 10-SL


years by the manufacturer or the manufacturer’s representative of an approved steel screw in foundation found on MnDOT’s Approved Products List. Before starting steel screw in foundation installation, submit a current certified installer card issued by the manufacturer for each employee directly performing the steel screw in foundation installation.







(5) Review the Construction Requirements section for Light Foundations-Design H Steel Screw In.

If there are no project soils logs, borings, and soil test reports, provide to the District Soils Engineer the control section of the project to reference materials design reports from past projects that are within the general area of the project. If no soils information for the project can be obtained, soil testing is recommended at no cost to the Department.

Submit the soils information obtained from the District Soils Engineer or provide the recommended soil testing, and the onsite field review to the Department upon request.

Install a concrete light foundation, design type as specified on the Plan, if the District Traffic Office determines the soil condition or the placement of the staked location is not suitable for a steel screw in foundation. Installation of the concrete light foundation is at no additional cost to the Department.

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K. Light Foundation, Design P Modified.

Provide and install a Light Foundation, Design P Modified in accordance with the detail shown in the Plan and the applicable provisions of MnDOT Standard Plate 8112.

L. Light Foundation, Design R-40When rock is encountered installing a light foundation contact Jihshya J. Lin (651 366 4490) in

MnDOT’s Bridge Evaluation and Fabrication Methods Unit and Gary Person (651 366 5598) in MnDOT’s Foundations Unit for a foundation design that can be used in lieu of Light Foundation Design E Standard Plate 8127.

Place ground rod electrodes in accordance with 3818 and applicable sections of 2565.3H.5 at the locations indicated in the Plan.

M. Light Foundation, Design R-50When rock is encountered installing a light foundation contact Jihshya J. Lin (651 366 4490) in

MnDOT’s Bridge Evaluation and Fabrication Methods Unit and Gary Person (651 366 5598) in MnDOT’s Foundations Unit for a foundation design that can be used in lieu of Light Foundation Design H Standard Plate 8128.

Place ground rod electrodes in accordance with 3818 and applicable sections of 2565.3H.5 at the locations indicated in the Plan.

N. Equipment Pad B Modified

At the locations indicated in the Plan, provide and install a complete concrete pad in accordance with MnDOT Standard Plate No. 8106 and with the modifications shown in the Plan.

Use the equipment pad mentioned for mounting the lighting service cabinet and meter socket.

Use reinforcement bars that conform to the requirements of MnDOT 3301.

Construct the mounting bracket assembly for the required service equipment in accordance with the detail in the Plans using 3/8in bolts anchored in the equipment pad.

O. Blank

The following text is provided as the designer needs to determine the type of cabinet that needs to be used. Some electric utilities require cold sequence disconnects and others do not when 240/ 480 VAC systems are installed. The designers need to determine ahead of time the cold sequence disconnect requirements:All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

P. Service Cabinet, Type L1 (120/240 VAC)

Provide and install a MnDOT approved Service Cabinet, Type L1 in accordance with 12-SL


3850.2B, for supplying power to a lighting system, on an equipment pad concrete foundation at the location indicated in the Plans.

The utility termination lugs are not required in the Xcel Energy service area.

Q. Service Cabinet, Type L1 (240/480 VAC) With Cold Sequence Disconnect

Provide and install a MnDOT approved Service Cabinet, Type L1 in accordance with 3850.2B which will include a Cold Sequence Disconnect before the meter socket, for supplying power to a lighting system, on an equipment pad concrete foundation at the location indicated in the Plans.

The cold sequence disconnect and utility termination lugs are not required in the Xcel Energy service area unless the authority having jurisdiction requires it.

R. Service Cabinet, Type L2 (120/240 VAC)

Provide and install a MnDOT approved Service Cabinet, Type L2 in accordance with 3850.2C for supplying power to a lighting system, on an equipment pad concrete foundation at the location indicated in the Plans

The utility termination lugs are not required in the Xcel Energy service area.

S. Service Cabinet, Type L2 (240/480 VAC)With Cold Sequence Disconnect

Provide and install a MnDOT approved Service Cabinet, Type L2 in accordance with 3850.2 C which will include a Cold Sequence Disconnect before meter socket, for supplying power to a lighting system, on an equipment pad concrete foundation at the location indicated in the Plans.

The cold sequence disconnect and utility termination lugs are not required in the Xcel Energy service area unless the authority having jurisdiction requires it.

T. Service Cabinet, Type BService Cabinet Type B is only a 120/240 VAC service cabinet.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

Provide and install a MnDOT approved Service Cabinet, Type B in accordance with 3850.2F with a separate meter socket and enclosure for supplying power to a lighting system, on mounting bracket assemblies as indicated in the Plan. Electric meter is provided and installed by others.

Provide and install, on the in place power pole, a meter socket, service cabinet, conduit fittings, and all wiring and materials necessary for a complete service cabinet installation.

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It is acceptable for conduits to enter through the bottom of the cabinet using appropriate weatherproof hubs, or through the side of the cabinet using appropriate Type L condulets.

Lighting Unit Options - Davit types:


U. Lighting Unit, Type 9-30 (Breakaway)

Provide and install Lighting Units Type 9-30.

Lighting Units Type 9- 30 consists of the following:

1. Meet the applicable provisions of MnDOT 2545.2W.2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum. 4. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate

No. 8127. 5. As detailed in the Plan, 6. A 30 foot nominal luminaire mounting height, 7. A nine (9) foot davit type mast arm.8. High base or transformer base with access.

Additional requirements for lighting units fabricated from aluminum:

9. 8 inch diameter tapered pole shaft.

Designers should consider if these lighting units are going to be installed in close proximity to fences or sound walls. If this is the case change 180 degrees below to 90 degrees.0 degrees is under the davit on the road side of the pole base. 90 degrees clockwise would place the door on the downstream side of the pole.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

Provide a single mast arm unit base a door at 180 degrees clockwise from the mast arm.

The Plan must indicate the following:1. Lamp type, HPS or LED2. Operating Voltage3. Wattage if using HPS or Mounting height 40 ft or 49 ft when using LED’s4. Local Photo Cell controlAll Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

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Provide MnDOT approved Luminaires as indicated on the Plan. MnDOT approved Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:


V. Lighting Unit, Type 9-40 (Breakaway)



1. Meets the applicable provisions of MnDOT 2545.2 W.2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum, 4. As detailed in the Plan.5. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate

No. 8127.6. A 40 foot nominal luminaire mounting height. 7. A nine (9) foot davit type mast arm.8. High base or transformer base with access.


Provide a single mast arm unit base door at 180 degrees clockwise from the mast arm.




W. Lighting Unit, Type 9-49 (Breakaway)

Provide and install Lighting Units Type 9- 49. 15-SL





1. Meets the applicable provisions of MnDOT 2545.2 W. 2. AASHTO Breakaway Specifications.3. Fabricated from stainless steel or aluminum.4. Designed for 1¼ inch anchor bolts in a four (4) bolt cluster as shown in MnDOT Standard Plate

No. 8128. 5. As detailed in the Plan.6. A 49 foot nominal luminaire mounting height. 7. A 9 foot davit type mast arm with 2 3/8 inch tenons.8. High base or transformer base with access.


Provide a single mast arm unit base door at 180 degrees clockwise from the mast arm.




X. Lighting Unit, Type 12-40 (Breakaway)



1. Meet the applicable provisions of MnDOT 2545.2 W. 2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum. 4. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate

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No. 8127. 5. As detailed in the Plan.6. A 40 foot nominal luminaire mounting height. 7. A twelve (12) foot davit type mast arm with a ten (10) foot radius and 2 3/8 inch tenons. 8. High base or transformer base with access.


Provide a single mast arm unit base with a door at 180 degrees clockwise from the mast arm.




Y. Lighting Unit, Type 12-49 (Breakaway)



1. Meet the applicable provisions of MnDOT 2545.2 W. 2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum, 4. Designed for one and one quarter inch anchor bolts in a four bolt cluster as shown in MnDOT

Standard Plate No. 8128. 5. As detailed in the Plan,6. A 49 foot nominal luminaire mounting height, 7. A twelve (12) foot davit type mast arm with a ten (10) foot radius and with 2 3/8 inch tenons. 8. High base or transformer base with access.

Designers should consider if these lighting units are going to be installed in close proximity to fences or sound walls. If this is the case change 180 degrees below to 90 degrees.

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0 degrees is under the davit on the road side of the pole base. 90 degrees clockwise would place the door on the downstream side of the pole.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

Provide in single mast arm unit base door at 180 degrees clockwise from the mast arm.




Z. Lighting Unit, Type 6D-40 (Dual Davit, Breakaway)

Provide and install Lighting Units Type 6D-40.

Lighting Units Type 6D-40 consists of the following:

1. Meet the applicable provisions of 2545.2 W. 2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum. 4. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate

No. 8127. 5. As detailed in the Plan.6. A 40 foot nominal luminaire mounting height, 7. Six (6) foot twin davit type mast arms with 2 3/8 inch tenons.8. High base or transformer base with access.

Provide lighting bases with doors at 90 degrees clockwise from the lens side of the mainline roadway luminaire.

The Plan must indicate the following:1. Lamp type, HPS or LED2. Operating Voltage3. Wattage if using HPS or Mounting height 40 ft or 49 ft when using LED’s4. Local Photo Cell controlAll Red text must be removed from the special provisions prior to the special provisions being submitted for project letting. 18-SL





AA. Lighting Unit, Type 6B-40 (Barrier Mount, Non Breakaway)

Provide and install Lighting Units Type 6B-40.

Lighting Units Type 6B-40 consists of the following:

1. Meet the applicable provisions of MnDOT 2545.2 W.2. Galvanized steel lighting unit in accordance with MnDOT 3394. 3. Non-breakaway lighting unit.4. High base style with double access. 5. Designed for one inch anchor bolts in a six (6) bolt cluster as shown in MnDOT Standard Plate

No. 8332 with ground rod electrodes, provided by others, in each Light Foundation. 6. As detailed in the Plans. 7. A 40 foot nominal luminaire mounting height. 8. Six (6) foot davit type mast arm with 2 3/8 inch tenon.

Provide doors in the base of bridge or median mounted lighting units at 0 degrees and 180 degrees to the mast arm.

The Plan must include a detail showing the nominal mounting height of the luminaire when the light pole is installed on the bridge structure, barrier, or retaining wall.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

Maintain the nominal mounting height of the luminaire as indicated in the Plan when the light pole is mounted on a foundation or structure designed above ground level or roadway surface.

Add to all non-breakaway poles below. Text above is black


Provide MnDOT approved Luminaires as indicated on the Plan. MnDOT approved Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:http://www.dot.state.mn.us/products/index.html

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BB. Lighting Unit, Type 6B-49 (Barrier Mount, Non Breakaway)

Provide and install Lighting Units Type 6B-49.

Lighting Units Type 6B-49 consists of the following:

1. Meet the applicable provisions of 2545.2 W. 2. A galvanized steel lighting unit in accordance with MnDOT 3394. 3. Non-breakaway light pole. 4. High base style with double access. 5. Designed for one inch anchor bolts in a six (6) bolt cluster as shown in MnDOT

Standard Plate No. 8332. 6. As detailed in the Plans.7. A 49 foot nominal luminaire mounting height, 8. Six (6) foot davit type mast arm with 2 3/8 inch tenon.


The Plan must include a detail showing the nominal mounting height of the luminaire when the light pole is installed on the bridge structure or the median barrier.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

Maintain the nominal mounting height of the luminaire as shown on the Plan when the light pole is mounted on a foundation or structure designed above ground level or roadway surface.




CC. Lighting Unit, Type 6BD-49 (Barrier Mount, Dual Davit, Non Breakaway)

Provide and install Lighting Units Type 6BD-49.

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Lighting Units Type 6BD-49 consists of the following:

1. Meets the applicable provisions of MnDOT 2545.2 W.2. Galvanized steel lighting unit in accordance with MnDOT 3394. 3. Non-breakaway light pole. 4. High base style with double access. 5. Designed for one inch anchor bolts in a six (6) bolt cluster as shown in MnDOT

Standard Plate No. 8332 with ground rod electrodes provided by others in each Light Foundation.

6. As detailed in the Plans. 7. A 49 foot nominal luminaire mounting height. 8. Six (6) foot twin davit type mast arms with 2 3/8 inch tenons.

Provide doors in the pole base of bridge, barrier, or retaining wall mounted lighting units at 0 degrees to the davit type mast arms.




Provide MnDOT approved Luminaires as shown on the Plan. MnDOT approved Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:


DD. Lighting Unit, Type 9D-40 (Dual Davit, Breakaway)


Lighting Units Type 9D- 40 consists of the following:

1. Meet the applicable provisions of MnDOT 2545.2 W.2. AASHTO Breakaway Specifications. 3. Fabricated from stainless steel or aluminum.

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4. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate No. 8127.

5. As detailed in the Plan, 6. A 40 foot nominal luminaire mounting height, 7. A nine (9) foot twin davit type mast arms with 2 3/8 inch tenons.8. High base or transformer base with access.

Provide lighting unit bases with door at 90 degrees clockwise from mainline roadway davit with luminaire.




EE. Lighting Unit, Type 9BD-40 (Barrier Mount, Dual Davit, Non-breakaway)



1. Meet the applicable provisions of MnDOT 2545.2 W.2. Galvanized steel lighting unit in accordance with MnDOT 3394. 3. Non-breakaway lighting unit.4. High base style with double access. 5. Designed for one inch anchor bolts in a six (6) bolt cluster as shown in MnDOT Standard Plate

No. 8332 with ground rod electrodes, provided by others, in each Light Foundation. 6. As detailed in the Plans. 7. A 40 foot nominal luminaire mounting height. 8. Nine (9) foot twin davit type mast arms with 2 3/8 inch tenons.

Provide doors in the base of bridge or median mounted lighting units at 0 degrees and 180 degrees to the mast arm. The Plan must include a detail showing the nominal mounting height of the luminaire when the light pole is installed on the bridge structure or the median barrier.All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

22-SL



Maintain the nominal mounting height of the luminaire as shown on the Plan when the light pole is mounted on a foundation or structure designed above ground level or roadway surface.


Provide MnDOT approved Luminaires as shown on the Plan. MnDOT approved Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:


FF.Lighting Unit, Type 9D-49 (Dual Davit, Breakaway)


Lighting Units Type 9D- 49 consists of the following:

1. Meets the applicable provisions of MnDOT 2545.2 W. 2. AASHTO Breakaway Specifications.3. Fabricated from stainless steel or aluminum.4. Designed for 1¼ inch anchor bolts in a four (4) bolt cluster as shown in MnDOT Standard

Plate No. 8128. 5. As detailed in the Plan.6. A 49 foot nominal luminaire mounting height. 7. Nine (9) foot twin davit type mast arms with 2 3/8 inch tenons. 8. High base style with access.

Provide lighting unit bases with door at 90 degrees clockwise from mainline roadway davit with luminaire.


Provide MnDOT approved Luminaires as indicated on the Plan. MnDOT approved Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:23-SL




GG. Lighting Unit, Type 9BD-49 (Barrier Mount, Dual Davit, Non-breakaway)



1. Meet the applicable provisions of 2545.2 W. 2. A galvanized steel lighting unit in accordance with MnDOT 3394. 3. Non-breakaway light pole. 4. High base style with double access. 5. Designed for one inch anchor bolts in a six (6) bolt cluster as shown in MnDOT

Standard Plate No. 8332 with ground rod electrodes provided by others in each Light Foundation.

6. As detailed in the Plans.7. A 49 foot nominal luminaire mounting height, 8. Nine (9) foot twin davit type mast arms with 2 3/8 inch tenons.







Lighting Unit Options - Shoebox types:24-SL





HH. Lighting Unit, Type 1X-30 (Bent Straw, Non-breakaway)

Provide and install Lighting Units Type 1X-30.

Lighting Units Type 1X-30 consists of the following:

1. Meets the applicable provisions of MnDOT 2545.2 W.2. Non-breakaway light pole. 3. Fabricated from round tapered aluminum. 4. A factory finish color black. 5. As detailed in the Plans 6. Designed for one inch anchor bolts in a four bolt cluster as shown in the "LIGHT

FOUNDATION DESIGN E MODIFIED STANDARD PLATE 8127" detail in the Plan, 7. A one (1) foot beam type mast arm with a three (3) degree rise and 2 3/8 inch tenons. 8. Shoebox Luminaires as indicated on the Plan.9. Black color factory applied finish luminaires.10. A 30 foot nominal luminaire mounting height.11. Luminaires that conform to the requirements of MnDOT 2545.2F, and the first and second

paragraphs of MnDOT 3831.2D2a.




Provide MnDOT approved Shoebox Luminaires as shown on the Plan. MnDOT approved Shoebox Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:


II. Lighting Unit, Type 6X-30 (Bent Straw, Non-breakaway)

Provide and install Lighting Units Type 6X-30. 25-SL



Lighting Units Type 6X-30 consists of the following:

1. Meet applicable provisions of MnDOT 2545.2 W. 2. Non-breakaway light pole. 3. Fabricated from square tapered steel, with a factory finish color to match Federal Standard

595 No. 30051 (architectural brown).4. High base type with access.5. Designed for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard

Plate No. 8127.6. As detailed in the Plans.7. A 40 foot nominal luminaire mounting height. 8. Six (6) foot beam type mast arm with a three (3) degree rise and 2 3/8 inch tenons. 9. Conform to the requirements of MnDOT 3811.

Provide with doors in the base of single mast arm units at 180 degrees to the mast arm.

Provide MnDOT approved Shoebox Luminaires as indicated on the Plan with a factory finish color to match Federal Standard 595 No. 30051 (architectural brown).



MnDOT approved Shoebox Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:



JJ. Lighting Unit, Type 6DX-30 (Bent Straw, Dual Davit, Non-breakaway)

Provide and install Lighting Units Type 6DX-30.

Lighting Units Type 6DX-30 consists of the following:26-SL



1. In accordance with the applicable provisions of 2545.2 W. 2. Non-breakaway light pole. 3. Design for one inch anchor bolts in a four bolt cluster as shown in MnDOT Standard Plate No.

8127. 4. Fabricated from steel. 5. Provide lighting units with a factory finish color to match Federal Standard 595 No. 30051

(architectural brown) in accordance with the attached detail. 6. A 30 foot nominal luminaire mounting height. 7. Provide lighting unit with twin Six (6) foot beam type mast arms with a three (3) degree rise

and 2 3/8 inch tenons.8. High base type with access.9. Conform to the requirements of MnDOT 3811.

Provide MnDOT approved Shoebox Luminaires as indicated on the Plan with a factory finish color to match Federal Standard 595 No. 30051 (architectural brown).



MnDOT approved Shoebox Luminaires are listed on MnDOT’s Approved/Qualified Products List for Roadway lighting:


Provide with two doors in the base of twin mast arm units. One door is rotated 90 degrees from one of the mast arms and the other door is rotated 180 degrees from the first door.


SL - 2.3 CONSTRUCTION REQUIREMENTS

The following Section should only be included in projects when the contractor is going to be required to do excavation work. It should not be included when you are doing a luminaire replacement project.

All Red text must be removed from the special provisions prior to the special provisions being submitted 27-SL



for project letting.

A. Maintain Roadway Lighting

Maintain and keep in operation lighting systems in accordance with 2545.3 B and as follows:

The responsibility for locating underground lighting facilities shall be transferred to the Contractor on the project start date as shown on the proposal. Locating of underground lighting facilities shall be in accordance with Minnesota State Statute 216D.

MnDOT’s locating group will provide an initial locate of the underground lighting facilities within the project limits at the request of the Contractor at the start of the project. The request for the initial locate must be submitted to MnDOT’s Locating Office a minimum of four (4) working days prior to the project start date.

Locate requests that are within the construction project limits will continue to be received by MnDOT’s locating office. These locate tickets will be forwarded to the Contractor’s representative responsible for coordinating locate requests within the projects limits. The locate tickets will be forwarded via e mail or fax. Confirmation of receipt of the locate ticket must be sent by the Contractors representative back to MnDOT’s Locating Office within two (2) hours of MnDOT’s sending the Contractor’s representative the locate request.

The Contractor responsible for locating all underground lighting facilities will repair any damage as the result of improperly located or unmarked underground lighting facilities within the project limits.

The repair of the damaged underground lighting facilities must be in accordance with 2545.3A, 2565.3B and in accordance with RTMC design and construction requirements all to the satisfaction of the Engineer. This work is considered incidental.

It is the Contractor’s responsibility to notify MnDOT’s Locating Office to provide contact information and establish the contractor has assumed responsibility for locating MnDOT’s underground lighting facilities within the project limits. The form below shall be filled out by the Contractor’s representative and provided to the Engineer at the pre-construction meeting, a copy of the completed form should be sent to the following:

Electrical Services Dispatch Phone: (651)366-5750Fax: (651)366-5742E mail: [email protected] Minnehaha Ave. St. Paul, MN 55111-4014

And

Locating Supervisor 28-SL


Phone: (651)755-9061Fax: (651)366-5742E mail: [email protected] Minnehaha Ave. St. Paul, MN 55111-4014 (The following Section should be filled out by the specification writer to direct the contractor and project engineer to the correct person in the District.


MnDOT District Lighting Operations Name:Phone:Fax:E mail:Address:

(The following Section should be left on its own page so the contractor can remove it and use the blank page)


Locating Responsibility FormJob S.P. Number ______________________

Job Type ______________________

Start Date ______________________

End Date ______________________

T.H. ______________________

Location ______________________

Lighting/ Signal Inspector ______________________

Contractor ______________________

Contractor (24 Hour Contact) ______________________

Project Manager ______________________

29-SL

mailto:[email protected]


Phone Number ______________________

Fax Number ______________________

Email ______________________

Electrician ______________________

Phone Number ______________________

Locator Area ______________________

Project Engineer ______________________

Phone Number ______________________

Chief Inspector ______________________

Phone Number ______________________

Weekly Meeting ______________________

Until final written acceptance of the project by the Engineer (MnDOT 1716) this work is considered incidental.

Maintain and repair any damage that in the opinion of the Engineer has occurred by someone other than the Contractors operation. The Department will pay for this work in accordance with MnDOT 1403 (EXTRA WORK).

During any periods of authorized work suspension, the contractor is responsible for maintenance of the existing, temporary, and newly constructed lighting systems.

Provide to the Department contact information with the names and telephone numbers for 24 hours a day, 7 days a week maintenance as defined above.

B. Precast Concrete Light Foundation Design E & H Installation Requirements

Install Precast Light Foundations Design E and Design H in accordance with Standard Plates 8127 and 8128, 2545.3 F, and as follows:

30-SL


1. Excavate a cylindrical 30 in to 36 in diameter drilled shaft into the ground with a 30 in or 36 in diameter earth auger bit.

(1.1) Use auger drilling equipment with adequate capacity, including power, torque, and down thrust to auger a 30 in to 36 in diameter cylindrical drilled shaft to the depth indicated in contract documents.

2. Level and firmly compact the bottom of the shaft so it is flat and horizontal while maintaining the required depth of the shaft.

3. Remove the forming tube from the precast foundation before placing the precast foundation in the shaft.

4. Center, set, and level the precast foundation in the shaft and maintain a 3 in minimum to a 6 in maximum continuous symmetrical annular void between the precast foundation and surrounding soil.

5. Before backfilling place in the annular void the ground rod electrode with the ground rod electrode conductor in accordance with contract documents.

6. Completely backfill the annular void between precast foundation and the surrounding soil of the shaft with firmly compacted fine filter aggregate in accordance with 3149.2J.2.

(6.1) Use a mechanical pole tamper to firmly compact each 6 in layer of fine filter aggregate to uniform density.

(6.2) Substitution of lean mix backfill per specification 2520 instead of fine filter aggregate is permitted.

(6.2.1) Protect the conduit stub out with end bell opening from lean mix backfill to ensure the end bell opening is accessible and the conduit is free of debris for the installation of direct buried lighting cable.

(6.2.2) After lean mix backfill has been poured and cured excavate the open trench for the direct buried lighting cable and install the direct buried lighting cable in the foundation.

7. Test and verify the compaction of the filtered aggregate backfill material around the precast foundations in accordance with 2105.3F.3 at a rate of one test per every 10 (ten) foundations with a minimum of two tests per project.

The verbiage below needs to be included when steel screw in foundations are going to be allowed by the District on construction projects. The specification writer needs to place the foundation design type in the blank line below. If there will be more than one design type foundation used, duplicate the verbiage below and have separate paragraphs for each design type of foundation.

31-SL


Make sure the companion paragraph for each foundation type located in the materials section of these special provisions is included.



C. Light Foundations-Design__ Steel Screw In (E, H, and P)

Install Light Foundations Design__ Steel Screw In listed on MnDOT’s Approved/Qualified Products List under “Roadway lighting” in accordance with the manufacturers recommended installation instructions, details in the Plan, 2545.3 F.2 “Light Foundations”, 2451 “Structures Excavations and Backfills”, and the following:

Use a hydraulic drive head with a gear motor minimum torque rating of 15,000 ft lbf to ensure sufficient clockwise torque and downward pressure when installing foundations into the ground. A two speed drive head is recommended.

To prevent possible damage to the foundation do not exceed a torque capacity of:

(1) 20,000 ft lbf for a Light Foundation Design E and P, and(2) 30,000 ft lbf for a Light Foundation Design H

The Department may require a torque measuring device to measure the installation torque to ensure maximum torque values are not exceeded.

Install foundations into undisturbed ground unless predrilling has been approved.

Table SL CONSTRUCTION REQUIREMENTSSoil Classification for Steel Screw In Foundation Installation

Class Common Soil-Type Description

Geological Soil Classification

Typical Blow Count “N” per ASTM –D1586

Installation Requirements

0 Sound hard rock, unweathered Granite, Basalt, Massive Limestone

N.A.Do not install, not

acceptable or suitable for steel

screw-in foundations

1 Very dense and/or cemented Nitrate- 32-SL


sands; coarse gravel and cobbles bearing gravel/rock 60-100+ Acceptable for steel screw-in foundations.

*Pre-drill likely required in Class 1, 2, and 3 soils before installing steel screw in

foundations

2 Dense fine sands; very hard silts and clays (may be preloaded)

Basal till; boulder clay; weathered laminated rock

45-60

3 Dense sands and gravels; hard silts and clays

Glacial till; weathered shales, schist, gneiss and siltstone

35-50

4 Medium dense sands and gravels; very stiff to hard silts and clays

Glacial till; hardpan; marls 24-40 Class 4, 5, 6, and 7

soils are suitable for installing steel

screw-in foundations

*Class 4 may require predrillbefore installing

steel screw in foundations

5 Medium dense course sands and sandy gravels; stiff to very stiff silts and clays

Saprolites, residual soils. 14-25

6 Loose to medium dense fine to coarse sands to stiff clays and silts

Dense hydraulic fill; compacted fill; residual soils

7-14

7 Loose fine sands; alluvium; loess; medium-stiff and varied clays; fill

Flood plain soils; lake clays; fill 4-8

8 Peat, organic silts; inundated silts, fly ash, very loose sands, very soft to soft clays

Miscellaneous fill, swamp marsh

0-5Do not install, not

acceptable or suitable for steel

screw in foundations

* Pre-drill may be allowed in Class 1, 2, 3 and 4 soils.

Pre-drill in certain soil types as specified in the Soil Classification for Steel Screw In Foundation Installation table in this section may be allowed when soils are difficult. Obtain Engineer’s approval before predrilling.

Predrill the area of install meeting the following requirements:

(1) Pre-drill without removing the soil,(2) Use an auger with a maximum diameter of:

(2.1) 6 in for a Light Foundation Design E and P,(1.1) 8 in for a Light Foundation Design H,

(3) Drill no deeper than the length of the foundation, and

(4) Before installing steel screw in foundations place the soil back in holes to the level of the surrounding ground surface. Do not compact soil.

33-SL


Do not install steel screw in foundations in pre-excavated holes or drilled shafts.

Do not install steel screw in foundations in frozen soils.

Original staked locations for foundations may be moved no more than 10 ft in either direction parallel to the roadway to secure a more desirable location when soil conditions are questionable, or very dense or difficult. Obtain approval from the District Traffic Office before moving staked locations.

When rock or other conflicts are encountered during the installation process that prevents the foundation from being installed in accordance with contract documents, relocate the foundation 5 ft to 10 ft in either direction parallel to the roadway from the originally staked location.

Backfill unused holes made during steel screw in foundation installation attempts.

Install a concrete light foundation, design type as specified in the Plan, if the District Traffic Office determines the soil condition or the placement of the staked location is not suitable for a steel screw in foundation. Installation of the concrete light foundation is at no additional cost to the Department.

Install concrete light foundations, design type as specified in the Plan, where Design E and H foundations will be surrounded by bituminous or concrete.

Install preformed joint filler between concrete and the steel screw in foundation, where a Design P foundation will be surrounded by concrete.

Turn the foundations so that mast arms and davits of light poles are perpendicular to the centerline of the roadway unless specified elsewhere in contract documents.

Turn the foundation shaft cableways parallel with the roadway unless specified elsewhere in contract documents or when directed by the Engineer. Use the notched cableway indicators located on the top of the foundation base plate to achieve the required placement of shaft cableways.

As the foundations are screwed into the ground ensure the shaft alignment is within a tolerance of 1/4 in per 5 ft of depth. Install foundations plumb. Ensure the foundation base plate is level from side to side and front to back and the top of the foundation is flush with the ground line when the installation is complete.

Backfill and compact the cable or conduit trench.

D. Electrical Service

Coordinate the installation of Electrical Service, provide power to the service cabinets, 34-SL


and verify the actual work to be done and all associated costs.

Proposed source of power addresses are identified in the Plan.

Fees for the “Application for Electrical Service” and payment to the Electric Utility for providing the electrical service connections is the responsibility of the Contractor.

Secure approval from the Engineer for any changes to the Electrical Service as reflected in the Plan.

No measurement is made of the various items that constitute Electrical Service, however this work is included as part of the project (the electrical service costs will not be paid for as part of the pay item). Provide the Engineer a copy of the invoice from the electric utility. Payment is the electric utility company invoice cost plus 10%. The payment is compensation in full for all costs incidental thereto, including, but not limited to, providing power to service cabinets, electric utility fees, Electric Utility Coordination, notifying MnDOT of ownership details, and all materials and labor necessary to construct the Electrical Service.

E. Compliance with NEC Article 110. 24

Provide fault current calculations in accordance with 2565.3 CC and as follows:

1. Electric Service Information Form

Fill out the following electric service information form for lighting systems.

Provide to the Engineer, prior to final acceptance of the project, four (4) copies of the electric service information form for lighting systems. The Engineer will distribute copies as follows:

1. MnDOT Electrical Services Section.2. MnDOT Traffic Electrical Systems Engineer.3. MnDOT District Traffic Engineer.4. City of _________ or County of________.

Provide an "electrical service information form for lighting systems". This form is considered incidental work.

(The following form should be left on its own page so it can be removed from the special provisions and used by the contractor) See the next page of this document

All Red text must be removed from the special provisions prior to the special provisions being submitted 35-SL


for project letting.

36-SL


F. Salvage and Reinstall Lighting Unit

Salvage and reinstall the complete lighting unit (pole, mast arm, luminaire, lamp, transformer base and foundation), salvaged from the project, at the location shown in the Plan or as designated by the Engineer.

Install all components of the lighting unit to the satisfaction of the Engineer and include all miscellaneous hardware required for complete lighting unit relocation.

Restoration of the area of the removed foundation shall be in accordance with applicable provisions of 2105.

G. Install Salvaged Lighting Service Cabinet

Install the lighting service cabinet salvaged from the project, on equipment pad B and at the location shown in the Plan or as designated by the Engineer. Coordinate with the electric utility to reconnect power to the service cabinet.

Install all components of the service cabinet to the satisfaction of the Engineer and include all miscellaneous hardware required for a complete service cabinet installation. SL - 2.4 MEASUREMENTS AND PAYMENTS

Ensure Division S Special Provisions “As-Builts” are included in the Division S Special Provisions.This would include the pay item 2011.601.

2011.601/01000 AS BUILT AS BUILT LS LUMP SUM 2016After the July 2015 Project letting date the As-Builts verbiage should automatically be included in Division S Special Provisions by MnDOT’s Project Management & Technical Support Office.The District needs to include the verbiage below to trigger installation of Divisions S Special Provisions.Add the pay item as shown above to your pay item list. All Red text must be removed from the special provisions prior to the special provisions being submitted for project letting.

A. As Built Drawings and GPS Coordinates

As Built drawings and GPS coordinates in accordance with Division S Special Provisions “AS-Builts” including Pay Item No. 2011.601 (AS BUILT).

B. Salvage Lighting Unit

Salvage lighting unit (includes pole, mast arm, luminaire, lamp, transformer base, and foundation) as specified herein, at the location indicated in the Plan is measured as an integral unit complete and is paid for under pay Item No. 2104.523 (SALVAGE LIGHTING UNIT) at the Contract price per EACH, which price is compensation in full.

37-SL


C. Salvage Light Foundation

Salvage light foundation as specified herein, at the location indicated in the Plan is measured as an integral unit complete and is paid for under pay Item No. 2104.523 (SALVAGE LIGHT FOUNDATION) at the Contract price per EACH, which price is compensation in full.

D. Install Salvaged Lighting Unit

Install salvaged lighting unit (includes pole, mast arm, luminaire, lamp, transformer base, and foundation) as specified herein, at the location indicated in the Plan is measured as an integral unit complete in place and is paid for under pay Item No. 2545.602 (INSTALL LIGHTING UNIT) at the Contract price per EACH, which price is compensation in full.

THIS ITEM INCLUDES THE FOLLOWING:

1. Installing salvaged lighting units as specified including:

(1.1) Foundation,(1.2) Lamps when required,(1.3) Luminaire,(1.4) Ballast,(1.5) Pole base,(1.6) Pole and bracket,(1.7) Breakaway fuse holder,(1.8) Wiring between pole base and luminaires,(1.9) Numbering of the light pole, and

(1.10) All miscellaneous items required for a complete installation.

2. Bonding and grounding materials and connections.

3. Traffic Control

38-SL


Contractor Certification of Disposal

Project No.:____________ Location: ___________________________________

We, _________________________, hereby certify that the lighting service cabinets and other painted (Contractor Name)

materials removed were removed, transported, and disposed of in accordance with all requirements of the Minnesota Pollution Control Agency (MPCA) and the Occupational Safety & Health Administration (OSHA) for the removal, transporting, and disposal of hazardous waste.

____________________________ ___________ SIGNATURE DATE

After signed and dated, the Contractor must submit this form to MnDOT’s project Engineer.The Contractor must also submit to the Engineer a copy of the “Tipping Receipt” that the Contractor receives from the scrap yard or recycler.

39-SL

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