CN-550000-ASW65-W0010000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD CHANGE ORDER NO. 1

725-090-04B

RAIL

OGC – 1/21

Financial Project Number Road Name or Number County Name Parcel & R/W

Number

FAP

Number

441026-1-57-01 SR 884 and SR 80 Lee Various N/A

A. 1. The Seminole Gulf Railway Company is hereby authorized to observe the following changes in the plans and or specifications to the subject Railroad Agreement, and to perform such work accordingly, further described as:

Emergency repairs of damaged railroad signal equipment per attached estimates at SR 884 crossing 626401G, RRMP AX 968.32 and SR 80 crossing 623265Y, RRMP AX 963.04. This change order includes any other approved work deemed necessary for the completion of this emergency repair.

2. Exhibit A, Exhibit B, and Exhibit C are attached to the Railroad Change Order and made part of the Original Railroad Agreement.

3. The items of work covered by this Change Order are referenced to an Master Agreement of record dated 11-13-1987 and no supplemental Agreement is required.

Master Type: Crossing Surface Signals Preliminary Engineering

B. 1. The Railroad Relocation Work is to conform to that shown by the railroad adjustment plans as:

a. X ATTACHED

b. INCLUDED IN THE HIGHWAY CONTRACT PLANS

2. Reimbursement for the cost of this Railroad Work is to be in accord with the provisions set forth in

Administrative Rule Chapter 14-57 as:

a. NONREIMBURSABLE – Section .011(2)

b. X REIMBURSABLE – Section .011(2)

(1) X Force Account Method

(2) Lump Sum Method

(3) Third Party Contract Method

C. ESTIMATED COST OF WORK DUE TO THIS CHANGE ORDER

ITEM

NO.

ITEM UNIT UNIT

PRICE

WORK ELIMINATED (-)

QTY AMOUNT

ADDITIONAL WORK (+)

QTY AMOUNT

Railroad Signal Repairs 115,812.61

Sub-Totals ………………………………………………………………… $ $115,821.61 Net Cost of Construction Changes, this order ………………………... $ $115,821.61 Cost of Construction Changes, previously ordered ………………….. $ $0.00 Net Total Cost of Construction Changes, to date…………………………………………….. $0.00 Contract Amount ………………………………………………………………………………… $0.00 Estimated Cost of Work Authorized, to date………………………………………………….. $115,821.61

Examined as to provisions and participating items of cost:

Recommended: Approved: Approved:

Date

Wendy Sands

District Rail Administrator

Paul Simmons Modal Development Administrator

Division Administrator

N/A

Federal Highway Administration

DocuSign Envelope ID: C8D84144-B4AF-48C1-B806-9CF10A61F15C

05/19/2023 | 12:29 PM EDT 05/19/2023 | 1:39 PM EDT

EXHIBIT A

The Company shall:

1. utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the Company during the term of the contract; and

2. include an express requirement in any subcontract that subcontractors performing work or providing services pursuant to the state contract utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term.

EXHIBIT B

The Company shall:

1. adhere to all Buy America requirements (23 CFR 635.410) to ensure that all manufacturing processes of steel and iron occur in the United States; and

2. ensure that prefabricated items that contain steel must also comply with Buy America; and

3. provide Buy America certifications that include correct language, project information, and the material’s delivery date.

EXHIBIT C

The Company understands:

1. that while FHWA1273 does not apply to force account work performed by rail companies, FHWA-assistance is subject to Title VI (42 U.S.C. § 2000d et seq); and

2. requires appropriate assurances by providing an executed Title VI / Nondiscrimination Assurance, including Appendices A and E.

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASW65

5/19/2023

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 5/19/2023

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55014010106

Expansion Option: A5

Object Code: 563000

Amount: $115,812.61

Financial Project: 44102615701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2023

Budget Entity: 55150200

Category/Category Year: 088716/23

Amendment ID: W001

Sequence: 00

User Assigned ID: CO1

Enc Line (6s)/Status: 0001/04

Total Amount: $115,812.61

Contract: ASW65

Contract Type: AA - RR SIGNALS-PE/INSTAL (RR-SIG/PE)

Vendor Name: SEMINOLE GULF RAILWAY, LP

Vendor ID: F042982893001

Beginning Date of This Agreement: 05/18/2023

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: Emergency Signal Repairs

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To: Kyle.Green@dot.state.fl.us

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TRACKS

C R

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G

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TRACKS

C R

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IN

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C R

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4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

31509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

M in

M in

Are Used.

Automatic Gates

Agency When

Installing

Option Of The

Signs Is The

Number Of Track

Crossing)

(1 Minimum Per

Crossing Bell

Highway

Gong Type

Approach Width2

Flasher Units

Back-To-Back

4" Max.Paved Shoulder

Both Sides

Sheeting, White

Red And

Reflectorized

16" Alternate

Are Used.

Automatic Gates

Agency When

Installing

Option Of The

Signs Is The

Number Of Track

Signal Unit

Of Overhead

Lowest Point

Flasher Units

Back-To-Back

(1 Min. Per Crossing)

Highway Crossing Bell

Gong Type

Flasher Units

Back-To-Back

Roadway

Crown Of

Travelway

4" Max.Paved Shoulder

Highway

Or Part Nearest

Edge Of Background

4" Max.Paved Shoulder

Roadway

Crown Of

Travelway

Approach Width2

Signal Unit

Of Overhead

Lowest Point

Flasher Units

Back-To-Back

2' Min. 4" Max.

Shoulder

Paved

Flasher Units

Back-To-Back

Crossing)

Bell (1 Min. Per

Highway Crossing

Gong Type

(Travelway)

Pavement Edge

Signal And Gate

Railroad Gate Or

Gate

Or Signal And

Railroad Gate

Line

Shoulder

(Travelway)

Pavement Edge

Signal And Gate

Railroad Gate Or

Signal And Gate

Railroad Gate Or

Or Curb

Pavement Edge

Travelway

Of

Centerline

Travelway

Of

Centerline

(See Note 2)

10' Min.

(See Note 2)

10' Min.

(See Note 2)

10' Min.

(See Note 2)

10' Min.

ONE-WAY

M e d ia n

See Index 830-T01

Crossing Shoulder Pavement

M in

¡ Median

SIGNAL PLACEMENT AT RAILROAD CROSSING

(4 - LANE DESIGN)

Varies

M a x

M in

M a x

" 51" Max.

27"

15"

Roadway

Crown Of

Travelway

See FIGURE 1

L

M in

M in

15"

27"

51" Max.

15"

27"

TYPE II

M a x

M in

Varies

M in

15"

27"

Travelway

Roadway

Crown Of

M a x

SIGNAL PLACEMENT AT RAILROAD CROSSING

(2 - LANE DESIGN)

See Index 830-T01

Crossing Shoulder Pavement

M in

M in

(Mountable Curb)

Divided Multilane

2 Or 4 Lanes

Undivided

FIGURE 1

TWO-WAY TWO-WAY

Median

Or Shoulder)

(Mountable Curb

M a x

M a x

M a x

M in

M in in

VI

V

IV

III

II

I

V

IV

III

II

I

TYPE I TYPE III AND TYPE V TYPE IV AND TYPE VI

GENERAL NOTES:

TRAFFIC CONTROL DEVICES FOR FLUSH SHOULDER ROADWAY

2-4 Quadrant flashing warning devices and gates-multiple tracks

3-4 Quadrant flashing warning devices and gates-one track

2 Quadrant flashing warning devices and gates-multiple tracks

2 Quadrant flashing warning devices and gates-one track

2 Quadrant flashing warning devices-multiple tracks

2 Quadrant flashing warning devices-one track

Class of traffic control devices (Not Shown)5.

Gate

Flashing warning devices with cantilever and gate

Flashing warning devices with gate

Flashing warning devices with cantilever

Flashing warning devices

Type of traffic control device4.

than 4" above finished shoulder grade.

Top of foundation shall be no higher 3.

if called for in Plans or Specifications.

Advance flasher to be installed when and 2.

certain locations.

attenuation device may be specified for however, some form of impact

No guardrail is proposed for signals; 1.

Arrows denote direction of travel not pavement markings.NOTE:

(See Note 2)

10' Min.

(See Note 2)

10' Min.

(See Note 2)

10' Min.

10' Min.

(See Note 2) but not less than 6' from the edge of the near traffic lane.

located as close as 2' from the edge of a paved shoulder

2. When 10' is deemed impractical the control device can be one for gate), depending on type of equipment used.

1. Two separate foundations may be required (one for signals, NOTE:

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Sidewalk

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C R

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IN

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C R

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TRACKS

Than 2 Approach Lanes).

Unit If There Are More

(More Than One Flasher

Lane Separation Lines

One Flasher Unit Over

As A Minimum, Position

Sides

Sheeting, Both

Red And White

Reflectorized

16" Alternate

Per Crossing)

Crossing Bell (1 Min.

Gong Type Highway

NOTES:

32509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

4" Max.

Sidewalk

Travelway

Highway

Nearest

Part

Edge Of

Are Used.

Automatic Gates

Agency When

The Installing

The Option Of

Tracks Signs Is

Number Of

Crossing

Bell (1 Minimum) Per

Highway Crossing

Gong Type

Sidewalk

4" Max.4" Max.4" Max.4" Max.Sidewalk Sidewalk

Are Used.

Automatic Gates

Agency When

The Installing

The Option Of

Tracks Signs Is

Number Of

Flasher Units

Back-To-Back

Signal Unit

Of Overhead

Lowest Point

Flasher Units

Back-To-Back

Per Crossing

(1 Minimum)

Highway Crossing Bell

Gong Type

Back-To-Back

Flasher Units

Part Nearest Roadway

Edge Of Background Or

Both Sides

And White Sheeting, Reflectorized Red

16" Alternate

Roadway

Crown Of

Travelway

Width

Approach 2

Signal Unit

Of Overhead

Lowest Point

Flasher Units

Back-To-Back

Travelway

Roadway

Crown Of

Flasher Units

Back-To-Back

Travelway

Roadway

Crown Of

Signal And Gate

Railroad Gate Or

Signal And Gate

Railroad Gate Or

Signal And Gate

Railroad Gate Or

Signal And Gate

Railroad Gate Or

C R

O S S

IN

G

R A

IL

R O

A D

6' Min.

51" Max.

Varies

27"

24"

15"

Varies

M a x

M in

Varies

5' Min.

15"

M in . 4'

Sidewalk

10'

Sidewalk

10'

Sidewalk

M in . 4

(2 LANES, CURB & GUTTER)

SIGNAL PLACEMENT AT RAILROAD CROSSING

(2 LANES, CURB & GUTTER)

SIGNAL PLACEMENT AT RAILROAD CROSSING

ACUTE ANGLE (AND RIGHT ANGLE) OBTUSE ANGLE

M a x

M in

51" Max

2'-6"

See FIGURE 1

L

15"

27"

M in a x a x

M in

M a x

See FIGURE 1

L

2'-6"

6' Min.

Width Min.

Approach2

51" Max

27"

15"

M in

M a x

M in

M a x

Travelway

Roadway

Crown Of

Varies

16"

M in

M in

TYPE VTYPE IVTYPE IIITYPE IITYPE I

Min.

2'-6" 24"

M in

M a x

M in of Roadway to the Lowest Point of the Overhead Signal Unit.

minimum vertical clearance shall be 17'-6" from above the Crown

When a cantilevered-arm flashing warning device is used, the 5.

from nearest rail; or 8' from and parallel to gate when present.

Stop line to be perpendicular to edge of roadway, approx. 15' 4.

face of curb and sidewalk.

Locate device outside sidewalk. Over 6' - Locate device between distance available between face of curb & sidewalk. 0' to 6' -

Location of railroad traffic control device is based on the 3.

12'-6".

installed in curbed medians, the minimum median width shall be

Where plans call for railroad traffic control devices to be 2.

appropriate track clearances.

established based on future (or present) installation of gate with

The location of flashing warning devices and stop lines shall be 1.

TRAFFIC CONTROL DEVICES FOR CURBED ROADWAY

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33509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

White

Red

Red Flashing LightsRed Steady Burn

Crown Of Roadway Travel Way

6" Min. Height

Type F Curb

18"18"

With Gates

Flashing Signal

Gate or

(If Not with Gate)

Flashing Signal

As Required

Stop Line

6" White

Edge of Traveled Way

S id e w a lk

Min)

(2'-6"

Varies

(Std.)

27"

Max.

51"

M in .1 M in

12'-5" Min.

1'

1'

S id e w a lk

Specified Length Of Gate Arm

M a x

M in . 16" 16"

90°

"C""B""A"

5'

5'

5'

5'

5'

5'

6'

7'

9'

10'10'

9'

7'

6'

5'

4'

41"

36"

36"

36"6"

18"

24"

28"

28"

28"

36"

36"

36"

36"38 And Over

35-37 Ft.

32-34 Ft.

29-31 Ft.

24-28 Ft.

20-23 Ft.

18-19 Ft.

16-17 Ft.

15 Ft.

14 Ft.

"C"

Dimension

"B"

Dimension

"A"

Dimension

Of Gate Arm

Specified Length

RAILROAD GATE ARM LIGHT SPACING

PLAN

MEDIAN SECTION AT SIGNAL GATES

(Three or More Driving Lanes in one Direction, 45 mph or less)

8'

6'

TRAFFIC CONTROL DEVICES

RELATIVE LOCATION OF CROSSING

NOTE:

"A Policy On Geometric Design Of Streets And Highways".

Devices", Part 8; The "Traffic Control Handbook" , Part VIII; and AASHTO

For additional information see the "Manual On Uniform Traffic Control

MEDIAN SIGNAL GATES FOR MULTILANE UNDIVIDED URBAN SECTIONS

GATE ARM DETAIL