CN-550000-ASN77-W0010000.pdf

RON DESANTIS

GOVERNOR

Florida Department of Transportation 605 Suwannee Street

Tallahassee, FL 32399-0450

KEVIN J. THIBAULT,

P.E. SECRETARY

June 1, 2021

Ms. Karen Kuivinen Florida Midland Railroad P.O. Box 967 Plymouth, Florida 32768

NOTICE TO PROCEED

RE: FM No: 448845-1-57-01 RRMP No.: AVC 856.24

RR Crossing No.: 627541M County: Polk Description: F St.

Karen, We are enclosing one (1) fully approved Change Order No. 1, dated June 1, 2021, involving your company, and covering proposed work at $90,643.00. The work to be performed will consist of the following:

Preliminary Engineering, material, labor, expenses, and equipment to install a new concrete tub crossing at Crossing No. 627541M, RRMP AVC 856.24, Frostproof, Polk County, Florida. To include all other Railroad work deemed necessary for this project.

The work mentioned will be installed under the terms of the Grade Crossing Agreement dated 2/22/88. Item 3 of said Master Agreement will be modified to read that the Railroad will be responsible for 100% of the Crossing Maintenance.

Should you have any questions or need additional information, please let me know.

Thanks, Barb Daugherty GEC Rail Project Manager District One – Rail Office Office 863/519-2437 Cell 863/368-2245 barbara.daugherty@dot.state.fl.us

BD:bd Enc. c.c.

Central Office Rail MS-25 w/attachment Project File

Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov mailto:barbara.daugherty@dot.state.fl.us http://www.fdot.gov/

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

44884515701 F St. Polk 57 (16150-6504) D120070B

A. 1. The Florida Midland Railroad 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, material, labor, expenses, and equipment to install a new concrete tub crossing at Crossing No. 627541M, RRMP AVC 856.24, Frostproof, Polk County, Florida. To include all other Railroad work deemed necessary for this project.

The work mentioned will be installed under the terms of the Grade Crossing Agreement dated 2/22/88.

Item 3 of said Master Agreement will be modified to read that the Railroad will be responsible for 100% of the Crossing Maintenance.

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

02/22/1988 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, material, labor, expenses, 90,643.00 equipment to install a new tub

Sub-Totals ………………………………………………………………… $ $90,643.00

Net Cost of Construction Changes, this order ………………………... $ $90,643.00

Cost of Construction Changes, previously ordered ………………….. $ $0.00

Net Total Cost of Construction Changes, to date…………………………………………….. $90,643.00

Contract Amount ………………………………………………………………………………… $0.00

Estimated Cost of Work Authorized, to date………………………………………………….. $90,643.00

Examined as to provisions and participating items of cost:

Recommended:

Approved:

Approved:

Date

District Rail Administrator

Modal Deverlopment Administrator

Division Administrator

N/A

Federal Highway Administration

DocuSign Envelope ID: 99F068C7-414E-4F0D-BDBD-EFF747E0C5F8

5/28/2021 | 11:32 AM EDT 6/1/2021 | 8:11 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.

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASN77

5/27/2021

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 5/27/2021

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55012020129

Expansion Option: A9

Object Code: 563000

Amount: $90,643.00

Financial Project: 44884515701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2021

Budget Entity: 55100100

Category/Category Year: 088808/21

Amendment ID: W001

Sequence: 00

User Assigned ID: CO#1

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

Total Amount: $90,643.00

Contract: ASN77

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

Vendor Name: FLORIDA MIDLAND RAILROAD CO, IN

Vendor ID: F581758851001

Beginning Date of This Agreement: 05/20/2021

Ending Date of This Agreement: 05/20/2031

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: 448845-1 F St., Polk County

Page1 of 1

To: Barbara.Daugherty@dot.state.fl.us

Frostproof

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:

IN CITY

PUBLIC AT GRADE Residental

60-90 DEG

Two-Way Street

NO

YES

YES

NO

LOS C = Shaking

LOS B = Some drivers slow down

LOS A = Smooth

LOS C = Minor erosion

ASPHALT

EXCELLENT

AVC 821

856.24

LAKE WALES

JACKSONVILLE

FMID

5-20

2/

0/

NO

NO

None

Not Interconnected

NO

NO

YES

NO

YES

NO

CITY

YES

YES

YES

NO

05/12/2012

District: 1RR Street: Roadway: E F STCrossing No: 627541M County: Polk

Crossbuck Sign: 2

Install - Upgrade: -- Pvmt Mrk: STOP LINES

367 (2011)AADT:

Percent Trucks:

School Buses:

0 (2009)

2 (2020)

27.752100

-81.530000

XBUCKS

Other Tracks:

City: OPEN--TRACK ACTIVE

Event Recorder?

Traffic Signals Controlling?

Team Members: Steve

Justice, Rob Stapleton, Laura

Miller, Jordan Eady, Lisa

Revell- Petro, Arlene Barnes, Barbara Daugherty

Date: 04/22/2019

Team Recommendations: New Tub - look at putting tub thru sidewalk on the North side

Field Review Comments:

Freight

HWY

NODoes traffic queue across the tracks?

FLORIDA CENTRAL RAILROAD CO INC

FLORIDA MIDLAND RAILROAD CO INC

FLORIDA NORTHERN RAILROAD INC

3001 W Orange Ave Apopka Fl 32703 · PO Box 967 Plymouth Fl 32768 · 407-880-8500

FDOT District Rail Administration January 11, 2021 Barbara Daugherty

Dear Barb, Florida Midland Railroad is please to submit the following quotation to install concrete tub crossings at the below locations in Frostproof, Polk County, Florida.

To Include:

• Maintenance of traffic

• Furnish all materials

• Mobilization

• Cutting of asphalt

• Removal of existing crossing surface and track

• Preparation of grade and installation of base rock

• Installation of MBM Crossing System™ with 115 lb. rail

• Transition from 115 lb. rail to 100 lb. rail to 85 lb. rail

• Installation of 10 each 10' approach ties at each end of crossing

• Replacement of 25 each Size 5 ties in track on each side of crossing

• Installation of ballast rock on 10' approach ties

• Surfacing and tamping of 10' approach ties

• Installation of road base

• Asphalt paving

• Disposal of debris

5. F Street, Frostproof: Sidewalk included Furnish and install 31' of MBM Crossing System™. ……………………………………………….. $78,820.00

6. B Street, Frostproof: Awaiting updated quote Furnish and install 31' of MBM Crossing System™. ……………………………………………….. $78,820.00 Mill level and overlay asphalt attempting to smooth elevated Railroad crossing.

Match existing asphalt approximately 50 feet west and 75 feet east of Railroad.

Price includes adjustment of manhole on east side of Railroad and temporary pavement markings. ….............................................................................................. $16,434.00

1. Wall Street, Frostproof:

Furnish and install 60' of MBM Crossing System™. ………………………………………………… $102,169.00

4. East 3rd Street, Frostproof:

Furnish and install 31' of MBM Crossing System™. …………………………………………………… $78,820.00

2. 9th Street, Frostproof:

Furnish and install 35.5' of MBM Crossing System™. ………………………………………………. $81,145.00

3. 11th Street, Frostproof:

Furnish and install 31' of MBM Crossing System™. ………………………………………………….. $78,820.00

When funded please add 10% as Railroad administration and oversight costs.

:1

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A M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/17 830-T01 1 2

RAILROAD (GRADE) CROSSING

GENERAL NOTES

CROSSING SURFACES

STOP ZONE FOR RUBBER CROSSING

Type Definition

C

R

RA

Concrete

Rubber

Rubber/Asphalt

TA Timber/Asphalt

(mph)

Design Speed

(Distance From Stop)

Zone Length

250'

50 - 55

60 - 65

350'

500'

600'

45 Or Less considerations dictate otherwise.

chart may be used unless engineering or safety

Single track Type R Crossings within the zones on the 2.

future vehicular stop. Zone lengths are charted above.

crossings within zones for an existing or scheduled

Type R Crossings are NOT to be used for multiple track 1.

Notes: the edge of the travel way.

The Department will participate in crossing work, that requires adjustments to rail outside of the crossing, no more than 50 feet from 7.

Install pavement in accordance with the Specifications. 6.

appropriate material to allow unobstructed travel through the crossing in accordance with ADA requirements.

Sidewalks shall be constructed through the crossing between approach sidewalks of the crossing. Sidewalks shall be constructed with 5.

the crossing surface type shall be made a part of the installation agreement.

and/or the District Rail Office for concurrence along with the List of Railroad Crossing Products. The approved engineering drawings of

The Railroad Company shall submit engineering drawings for the proposed crossing surface type to the Construction Project Engineer 4.

the District Offices as the list is updated.

The Central Rail Office will maintain a list of currently used Railroad Crossing Products and will periodically distribute the current list to 3.

surface is constructed.

protect the crossing from low clearance vehicles and vehicular impacts until the construction project is completed and the final highway the approaches of the crossing to reduce vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to

When a railroad grade crossing is located within the limits of a highway construction project, a transition pavement will be maintained at 2.

negotiated otherwise.

All pavement material, including that through the crossing, will be furnished and installed by the Department or its Contractor, unless

The Railroad Company will furnish and install all track bed (ballast), crossties, rails, crossing surface panels and accessory components. 1.

:1

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A M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/19 830-T01 2 2

RAILROAD (GRADE) CROSSING

¡ Pavement

Beveled Edge (1:4 Slope)

Shoulder Pavement

Edge Of Travel Way

Shoulder Line*

Pavement' Above

See 'Crossing Shoulder

Varies (2' Min.)

Or Signal And Gate

Railroad Signal, Gate

R

A I L R

O A

D

With RR Company)

Filter Fabric (Optional

Exist. Rdwy. Pavt.

Friction Course

Ballast Ballast

Crosstie

By Crossing Type)

Material (When Required

Cap Or Expansion

Friction Course

Exist. Rdwy. Pavt.

With RR Company)

Filter Fabric (Optional

Level

Crosstie

Grade

¡ Rail¡ Rail

¡ Track

¡ Railroad

¡ Pavement

2' Setback

Utility Strip

3' Curb Transition 3' Curb Transition

Concrete Curb And Gutter

Utility Strip

Beveled Edge (1:4 Slope)

Type SP Asphalt (500 Lb/SY)

Overbuild Overbuild

Type SP Asphalt (500 Lb/SY)

Grade Level

Asphalt

Concrete Curb And Gutter

Drop Curb Drop Curb

Extend Beyond Lip Of Gutter

Crossing Materials Do Not

Shoulder Pavement When

Match Adjacent Surface

Asphalt or Concrete to

Sidewalk or Trail

HALF PLAN

CURBED ROADWAYS

ROADWAYS WITH FLUSH SHOULDERS

HALF PLAN

SECTION VIEW

TYPICAL CROSSING MATERIAL REPLACEMENT AT RR CROSSINGS VERTICAL ROADWAY ALIGNMENT THROUGH A RAILROAD CROSSING

4' For Median Shoulders.c.

(Regardless Of Approach Shoulder Pavement Width).

To 8' Maximum Width For Outside Shoulders 8' Or Wider b.

To Shoulder Line For Outside Shoulders Less Than 8' Wide.a.

(Except Area Occupied By Crossing Surfacing Material):

Crossing Shoulder Pavement

Flexible Pavement

Gate Or Signal And Gate

With Or Without Signal, 50' Min.

Crossing Materials

(W idth Varies)

(S e e

G e n e r a l

N o te

D e p a r tm e n t

P a r ti c ip a ti o n

M a x

12' Min.

50' Min.

(Full Depth Asphalt/Rubber Shown)

RR Crossing Varies

(1' To 4.5')

Varies

(1' To 4.5')

Varies is not level, will necessitate a site specific analysis for rail clearances.

grade to a level plane at the elevation of the rails. Rails that are superelevated, or a roadway approach section that superelevation makes a different level appropriate. Vertical curves should be used to traverse from the highway be more than 3 inches higher or lower than the top of the nearest rail at a point 30 feet from the rail unless track plane as the top of the rails for a distance of 2 feet outside the rails. The surface of the highway should also not

To prevent low-clearance vehicles from becoming caught on the tracks, the crossing surface should be at the same

30' 30'

2'2'

Varies (8' Min.)Varies (8' Min.)

Crossing Materials

(Width Varies)

(S e

G n e r a l

N o t e

D e p a r t m e n t

P a r t ic ip a t io n

M a x

V a rie s

V ar ie s crossing shoulder pavement.

be widened to accommodate type, the shoulder width is to is substandard for the facility

* Where the existing shoulder

S e e

I n d x

V a r ie s

Index 509-070 gates or signals and gates see

For location of railroad signals, Note: