CN-550000-ASJ13-W0010000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

725-090-04B

RAIL

OGC – 03/15

RAILROAD CHANGE ORDER NO. 1

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

447029-1-57-01 Various Districtwide Various N/A

A. 1. The CSXT, Inc. 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:

Preliminary engineering review and flagging coverage for installation of roadway dynamic envelopes (RDE) at all public road crossings in District 1. The RDE is a new protective device consisting of thermo application on the pavement adjacent to the crossings by direction of the State Secretary of Transportation. See sheet 3 of 4 of attached Index 509-070. This change order includes any other work deemed necessary to complete the project.

2. Exhibit A is attached to the Railroad Change Order and made a 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 08/07/1972 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

PE Review and Flagging 132,000.00

Sub-Totals ………………………………………………………………… $ $132,000.00

Net Cost of Construction Changes, this order ………………………... $ $132,000.00

Cost of Construction Changes, previously ordered ………………….. $ $

Net Total Cost of Construction Changes, to date…………………………………………….. $

Contract Amount ………………………………………………………………………………… $

Estimated Cost of Work Authorized, to date………………………………………………….. $132,000.00

Examined as to provisions and participating items of cost:

Recommended: Approved: Approved: N/A Date Date Date

Exempt From FHWA Review Arlene G. Barnes

District Rail Administrator Paul A. Simmons

Modal Development Administrator Division Administrator

N/A

Federal Highway Administration

DocuSign Envelope ID: 2D9AD34C-95A5-40F8-B56F-BA453680B4C2

7/27/2020 | 11:17 AM EDT 7/27/2020 | 5:49 PM EDT

on behalf of

725-090-04B

RAIL OFFICE

OGC – 03/15

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.

DocuSign Envelope ID: 2D9AD34C-95A5-40F8-B56F-BA453680B4C2

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASJ13

7/23/2020

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 7/23/2020

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55310000933

Expansion Option: AW

Object Code: 563000

Amount: $132,000.00

Financial Project: 44702915701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2021

Budget Entity: 55100500

Category/Category Year: 088808/21

Amendment ID: W001

Sequence: 00

User Assigned ID: CO1

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

Total Amount: $132,000.00

Contract: ASJ13

Contract Type: AC - RR CROSSING-PE/INSTAL (RR-XING/PE)

Vendor Name: CSX TRANSPORTATION, INC.

Vendor ID: F546000720022

Beginning Date of This Agreement: 07/21/2020

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: Funding for PE and flagging coverage by railroad during dynamic envelope installation.

Page1 of 1

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

C R

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TRACKS

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TRACKS

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4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

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N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 1 4

M in

M in

Gates Are Used.

When Automatic

Installing Agency

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

Sides

Sheeting, Both

Red And White

Reflectorized

16" Alternate

Gates Are Used.

When Automatic

Installing Agency

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 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

TRACKS

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R A I L C

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R A I L

TRACKS

NOTES:

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N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 2 4

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

Than 2 Approach Lanes).

Unit If There Are More

(More Than One Flasher

Lane Separation Lines

One Flasher Unit Over

As A Minimum, Position

Flasher Units

Back-To-Back

Signal Unit

Of Overhead

Lowest Point

Sides

Sheeting, Both

Red And White

Reflectorized

16" Alternate

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

Per Crossing)

Crossing Bell (1 Min.

Gong Type Highway

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

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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

(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

M a x

M 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

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

02/11/20 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 3 4

D

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N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEXAdded Railroad Dynamic Envelope Pavement Marking Details.

16"

White

Message

Pavement

With Gates

Flashing Signal

Gate or

(If Not with Gate)

Flashing Signal

As Required

Stop Line

24" White

W10-1

W10-1

24" White

6" Dbl. Yellow

24" White

Gate When Present.

Or 8' From & Parallel To to Edge Of Travel Way

Stop Bar Perpendicular

24" White

4" (Typ.)

Railroad Gate

Railroad Gate

Railroad Gate

Traveled Way

Edge of

Traveled Way

Edge of

Shoulder

Paved

Traveled Way

Edge of

Shoulder

Paved

6" Yellow

24" White

24" White

Gate When Present.

or 8' From & Parallel to to Edge of Travel Way

Stop Bar Perpendicular

Shoulder

Paved

Traveled Way

Edge of

6" White

M e d ia n

6" Yellow

6" White

6" White

6" Dbl. Yellow

6" White

6" White

6" White

Edge of Traveled Way

6" White

12" White (Typ.)

24" WhiteShoulder

Paved

M e d ia nRailroad Gate

(See Note 6)

Foul Area (Typ.)

6" Yellow

6" White

6" Yellow

6" White

Foul Area (See Note 6)

R R

MULTILANE ROADWAY

RAILROAD CROSSING AT

A

A

10'

'10'

8'

6'

O f

L a n e

8'-0"

12"

NOTES:

R R

TRAFFIC CONTROL DEVICES

RELATIVE LOCATION OF CROSSING

PAVEMENT MESSAGE

RAILROAD CROSSING

Area = 89 S.F.

M in

Min.

Min.

M in

85 Min.

40060

URBAN

(mph)

Speed

Design

(ft)

"A"

Distance

R8-8

R8-8

R8-8

TWO-LANE ROADWAY

RAILROAD CROSSING AT

Rail Side

Traffic Side

PAVEMENT MARKING DETAIL

RAILROAD DYNAMIC ENVELOPE (RDE)

R8-8

M in

M in

14' Min. (See Note 4) 13'-0" (See Note 5)

R8-8

Intersections

Signalized

For Use Near

R8-8

Intersections

Signalized

For Use Near

10'

10'

Min.

Min.

M in

M in

Intersections

Signalized

For Use Near

R8-8

Intersections

Signalized

For Use Near

R8-8

M in

M in

4' Min.

4' Min.

6. Do not install pavement markings in the Foul areas.

or when shown in the Plans.

5. The transverse dimension for the RDE "X" may be reduced to the lane width for two-lane roadways without shoulders

4. Do not install pavement markings when the distance between tracks is less than 14'.

3. Install Railroad Dynamic Envelope Pavement Markings only when called for in the Plans.

for rural conditions. See Index 700-102 for sign details.

2. Place FTP-61-06 or FTP-62-06 sign 100' in advance of crossing for urban conditions and 300' in advance of crossing

1. Place an additional W10-1 sign where intersections occur between the R/R pavement message and the tracks.

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REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 4 4

White

Red

Red Flashing LightsRed Steady Burn

Crown Of Roadway Travel Way

6" Min. Height

Type F Curb

18"18"

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)

MULTILANE UNDIVIDED URBAN SECTIONS

MEDIAN SIGNAL GATES FOR

"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

NOTE: