CN-550000-ASR79-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

449684-1-57-01 SR 60 POLK 16110-2110 D122003B

A. 1. The CSX Transportation, 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:

PE, design, and installation of signal safety upgrades at crossing 624525T, RRMP SV 840.62.

Installation of two (2) new flashing lights and gates, 6x6 house w/ remote monitoring, train detection, two

(2) bells, and meter service. This change order includes any other work deemed necessary for the completion of this project.

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 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, design, and installation 0.00 346,243.00

Sub-Totals ………………………………………………………………… $ $346,243.00 Net Cost of Construction Changes, this order ………………………... $ $346,243.00 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………………………………………………….. $346,243.00

Examined as to provisions and participating items of cost:

Recommended: Approved: Approved: N/A

Date

Exempt From FHWA Review Wendy Sands

District Rail Administrator

Paul A. Simmons Modal Development Administrator

Division Administrator

N/A

Federal Highway Administration

DocuSign Envelope ID: 4F6FD4D1-E90D-4209-919F-0347D7A1B653

4/4/2022 | 4:33 PM EDT 4/5/2022 | 8:15 AM 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.

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES

ANNUAL MAINTENANCE COSTS

725-090-41

06/21

FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

449684-1-57-01 SR 60 Polk 16110-2110 D122003B

COMPANY NAME: CSX Transportation, Inc.

A. FDOT/AAR XING NO.: 624525T RR MILE POST TIE:SV 840.62

B. TYPE SIGNALS PROPOSED: Type IV CLASS: III DOT INDEX: 509-070

SCHEDULE OF ANNUAL COST OF AUTOMATIC

HIGHWAY GRADE CROSSING TRAFFIC CONTROL DEVICES

Annual Maintenance Cost Exclusive of Installation

CLASS DESCRIPTION COST*

I 2-Quadrant Flashing Lights with One Track $2,608.00

II 2-Quadrant Flashing Lights with Multiple Tracks $3,451.00

III 2-Quadrant Flashing Lights and Gates with One Track $3,934.00

IV 2-Quadrant Flashing Lights and Gates with Multiple Tracks $4,940.00

V 3 or 4-Quadrant Flashing Lights and Gates with One Track $7,777.00

VI 3 or 4-Quadrant Flashing Lights and Gates with Multiple Tracks $9,759.00

AUTHORITY: FLORIDA ADMINISTRATIVE RULE 14-57.011

Public Railroad-Highway Grade Crossing Costs

EFFECTIVE DATE: July 22, 1982

GENERAL AUTHORITY: 334.044, F.S.

SPECIFIC LAW IMPLEMENTED: 335.141, F.S.

*This schedule will become effective July 1, 2021 and will be reviewed every 5 years and revised as appropriate based on the Consumer Price Index for all Urban Consumers published by the U.S. Department of Labor.

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASR79

4/1/2022

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 4/1/2022

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55012020129

Expansion Option: A9

Object Code: 563000

Amount: $346,243.00

Financial Project: 44968415701

Work Activity (FCT): 675

CFDA:

Fiscal Year: 2022

Budget Entity: 55100100

Category/Category Year: 088808/22

Amendment ID: W001

Sequence: 00

User Assigned ID: CO1

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

Total Amount: $346,243.00

Contract: ASR79

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

Vendor Name: CSX TRANSPORTATION, INC.

Vendor ID: F546000720022

Beginning Date of This Agreement: 03/15/2022

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: Signal Safety Improvements Crossing 624525T

Page1 of 1

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

_____ Other

*By signing this form you are authorizing CSXT to incur costs and bill against this project. Should the project be canceled, CSXT will bill the Project Sponsor for the incurred costs. In the event the Project Sponsor is unresponsive for 90 days or more, the project will be closed;

and the Project Sponsor will be final billed for all project costs incurred.

Project Location:

Sponsor Project Ref.

Number (If applicable)

Signature of Applicant Date:

Project Description:

CSX is subject to a state single audit as a recipient or subrecipient of funds (The only states that should apply here are FL or NC. FL must provide completed form DFS-A2-NS.)

If you selected Other, please describe below.

Name and Title of Applicant

Please describe the funding source for this project (i.e. INFRA, Section 130, State, County, Private, etc.).

Contact Name:

Phone:

E-mail:

State Suspended and Debarred (Note - All federally funded projects are already monitored against the federal sus/deb listings)

Davis-Bacon (Please only check this box if this is a construction project that may be performed by an outside party)

Project Sponsor Bill To Information

Agency - Sponsor:

Billing Address:

Project Requirements:

CSX TRANSPORTATION – NEW PROJECT INITIATION FORM

Please provide the following information so that CSXT is able to accurately and appropriately process the project setup and billing.

Is this project associated with Federal funds?

Is this project associated with State funds?

Additional procurement restrictions (Please describe below)

Buy America

Form Revision 9/6/19

YES

NO

Section 130 (RHH)

E-Verify

Florida Department of Transportation

801 North Broadway Avenue, Bartow, FL 33830

W. Kyle Green

863-519-2386 kyle.green@dot.state.fl.us

Crossing 624525T, RRMP SV 840.62

Signal Safety Upgrades

FPID 449684-1-57-01 // ASR79

W. Kyle Green, Rail Projects Coordinator, Atkins on behalf of FDOT D1

4/4/2022

Rail Highway Crossing Inventory Logout | Contact Support

Search Crossing Imports Reports Reference

General

Railroad

Road

Signs

Signals

Gates

Vicinity

Data

Incident

Comments

Photos

Field Review

INTERSTATE NHS

NATIONAL HIGHWAY SYSTEM

FED AID HIGHWAY, NOT NHS

NON FEDERAL AID

Rural

Urban

INTERSTATE

PA-OTHER FREEWAY/EXPRESSWAY

PRINCIPAL ARTERIAL - OTHER

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR

LOCAL ACCESS

Crossing Number: 624525T - SR-60

Railroad Operating Company: CSX TRANSPORTATION, INC.

Local Street Name: SR-60

Crossing Status: OPEN--TRACK ACTIVE

Last Updated by Maria Overton on

8/16/2021 6:08:05 PM

Safety Index Rank:

Railroad Responsible FRA Field

RR Milepost:

SV |

840.62 |

Crossing General 1 log entries available. View Log

Roadway Location

District 1 County (I.3) Polk City (I.4) Mulberry

IN CITY

NEAR CITY

State Route Number (I.6)

SR-60

County Route Number (I.6)

U.S. Route Number (I.6)

Local Street Name (I.5)

SR-60

Railroad Local Street Name

Block Number (I.5) 3899

FDOT Bridge Number

Latitude (I.27) 27.8976326

Longitude (I.28) -81.997869 View location in Google Maps

Latitude/Longitude Source (I.29) ACTUAL ESTIMATED

Is Crossing ID Posted? YES NO

Roadway ID Number

11000

Highway Milepoint 4.281

Railway ID Number 16 92912

FDOT GIS RR

Milepoint

0.098

Parcel Number

Humped Crossing

Railroad Ownership

Railroad Operating Company CSX TRANSPORTATION, INC.

Parent Company CSX TRANSPORTATION, INC.

Crossing Owner

Railroad Contact Phone Number 904-359-3100

Railroad Emergency Contact Number

800-232-0144

Roadway Ownership

Crossing Status

OPEN--TRACK ACTIVE

OPEN--TRACK INACTIVE

CLOSED--TRACK REMOVED

CLOSED--ROADWAY REMOVED

Crossing Type (I.17)

PUBLIC PRIVATE

Public Access Allowed?

(I.20) YES NO UNKNOWN

Crossing Purpose (I.18) Highway Vehicle

Crossing Position vs.

Highway (I.19) AT GRADE RR UNDER RR OVER

Maintenance Responsibility

STATE COUNTY CITY PRIVATE

State Annual Maintenance Percentage

Highway System (V.1)

Functional Classification of Road at Crossing (V.2)

Is the crossing on the State Highway System? (V.3) YES NO

Regularly used by Hazmat Vehicles? NO YES

Regular Emergency Services Route? (V.10) NO YES

Is the crossing on the Strategic Intermodal System

(SIS)?

NO YES

Roadway Agency Contact Phone Number (I.35)

850-414-4907

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DocuSign Envelope ID: 4F6FD4D1-E90D-4209-919F-0347D7A1B653 https://www.flrhci.com/Restricted/Default.aspx javascript:__doPostBack('ctl00$lnbLogOut','') javascript:openpopup('/Popups/Help.aspx',400,275) https://www.flrhci.com/Restricted/Modules/RailroadInventory/Search/Default.aspx https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=general&cid=624525T https://www.flrhci.com/Reports/Batchload.aspx https://www.flrhci.com/Reports/Select.aspx https://www.flrhci.com/Restricted/Modules/RailroadInventory/Reference/Default.aspx https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=general&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=railroad&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=road&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=signs&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=signals&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=gates&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=vicinity&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=data&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=incident&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=comments&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=photos&cid=624525T https://www.flrhci.com/Restricted/Modules/RailroadInventory/Crossings/Default.aspx?section=fieldreview&cid=624525T javascript: openlogwindow("logviewer.aspx?cid=624525T%22) http://maps.google.com/maps?q=27.8976326,-81.997869

Mulberry

Highway Speed:

Crossing Angle:

Street Types:

Thru Lanes:

Aux Lanes:

Hazmat Route?

Emergency Services Route?

Emergency Notification Signs:

Crossbuck(4x4 post):

Stop Sign:

Yield Sign:

Low Ground Clearance Signs:

Exempt Signs:

Trespass Signs:

W10-1

W10-2

W10-3

W10-4

W10-11

W10-12

R3-1a

R3-2a

R8-8

R8-9

R8-10

R8-10a

R10-6

R10-6a

R11-2

R15-2P

R15-6

R15-6a

R15-7

R15-7a

R15-8

Pvt Crossing

Look Out

R8-8 w/Beacon

W3-1

W3-3

W8-1

W10-8

W10-9

W10-9P

W10-11a

W10-11b

W10-13P

W10-14P

W10-14aP

W10-15P

Slow

W10-1w/Beacon

LED Signs

Surface Installment Date:

Surface Type:

Surface Condition:

Approach:

Vehicle Reaction:

Driver Reaction:

Rail/Pad Movement:

Maintenance Responsibility:

Roadway Paved:

Tracks run down street?

Sidewalks on Crossing Approach?

Sidewalks Thru Crossing?

Crossing illuminated?

Commerical Power?

Alternative Power?

Number of Bells:

Post Mounted Flashing Lights:

Roadway Gate Count:

Pedestrian Gate Count:

Gates:

Cantilevered Flashing Over Traffic:

Cantilevered Flashing Not Over Traffic:

Intersecting Roadway?

Signalized?

Interconnection:

Preemption:

Traffic Pre-Signals?

8" Count:

12" Count:

LED Count:

Train Speed Range:

Max Time Table Speed:

Day Thru/Switch:

Night Thru/Switch:

Train Service:

Passenger Count/Day:

Train Count Date:

Main Tracks:

Train Signals?

Train Signal Proximity:

Train Detection:

Rank 2018:

Rank 2017:

Rank 2016:

SR No.:

CR No.:

US No.:

Latitude:

Longitude:

RR Company:

Division Name:

Subdivision Name:

Branch Name:

RR Milepost:

Recommended Warning Device:

Incident History:

NEAR CITY

PUBLIC AT GRADE Industrial

30-59 DEG

YES

NO

YES

NO

NO

LOS A = No reaction

LOS A = No reaction

LOS A = Smooth

LOS A = Smooth

CONCRETE

GOOD

SR-60

N\A

840.62

VALRICO

JACKSONVILLE

CSX

10-10

2/1

3/1

NO

NO

Motion Detection

Not Interconnected

NO

NO

YES

NO

YES

NO

STATE

YES

N/A

NO

NO

01/01/2017

District: 1RR Street: Roadway: SR-60Crossing No: 624525T County: Polk

Crossbuck Sign: 4

Install - Upgrade: 12/14/2010 -- 08/27/1951 Pvmt Mrk:

19400 (2020)AADT:

Percent Trucks:

School Buses:

18 (2020)

56 (2020)

27.897600

-82.000000

CFL & G

Other Tracks:

2 Quad

City: OPEN--TRACK ACTIVE

Event Recorder? N

Traffic Signals Controlling? N

Backlights, LED

Incandescent, LED

(1) RR Yard

Team Members: Scott Willis

Peggy Smith

Arlene Barnes

Lisa Revell-Petro

Barb Daugherty

Kyle Green

Date: 05/12/2020

Team Recommendations: 1) CFL&G's, cabinet, train detection, 2 bells, meter service

2) Gate mechs, reuse gates, cabinet, train detection, meter service, LED update

Field Review Comments: 2010 LED's were installed but they are the old type so new LED's were recommended

Freight

HWY

NODoes traffic queue across the tracks?

C R

O S S I

N G

R O

A D

R A I L

TRACKS

C R

O S S I

N G

R O

A D

R A I L

TRACKS

C R

O S S I

N G

R O

A D

R A I L

C R

O S S I

N G

R A I L

R O

A D

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

:2

:5

P

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N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2022-23 SHEETINDEX

02/05/21 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 1 3

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

M in

M 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:

C

O S S I

N G

R O

A D

R A I L

Sidewalk

TRACKS

C R

O S S I

N G

R O

A D

R A I L C

R O S S I

N G

R O

A D

R A I L

TRACKS

NOTES:

:2

:5

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REVISION

LAST

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FY 2022-23 SHEETINDEX

02/05/21 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 2 3

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

C R

O S S I

N G

R A I L

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

(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

O

A

DC

R O S S I

N G

R A I L

:2

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ofSTANDARD PLANS

FY 2022-23 SHEETINDEX

02/05/21 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 3 3

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

624525T RHCI