CN-550000-ASQ65-W0010000.pdf

RON DESANTIS

GOVERNOR

Florida Department of Transportation 605 Suwannee Street

Tallahassee, FL 32399-0450

KEVIN J. THIBAULT,

P.E. SECRETARY

December 2, 2021

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

NOTICE TO PROCEED

RE: FM No: 448878-1-57-01 RRMP No.: AVC 856.50

RR Crossing No.: 627542U County: Polk Description: B St.

Karen, We are enclosing one (1) fully approved Change Order No. 1, dated November 18, 2021, involving your company, and covering proposed work at $109,543.00. 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. 627542U, RRMP AVC 856.50, 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 Master 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. Use of this agreement is for funding purposes only and in no way changes the maintenance agreement between Florida Midland and the City.

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/

DocuSign Envelope ID: 5F5A8980-5D23-4F19-996A-F48B2F8788D6

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD CHANGE ORDER NO. 1

7 2 5 - 0 9 0 - 0 4 B R A I L O G C – 1 / 2 1 P a g e 1 o f 4

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

Number

FAP

Number

44887815701 B St. Polk 57 16150-XNGB D122003B

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. 627542U, RRMP AVC 856.50, 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 Master 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. Use of this agreement is for funding purposes only and in no way changes the maintenance agreement between Florida Midland and the City.

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

Railroad Agreement.

0. 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

. 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)

. X REIMBURSABLE – Section .011(2)

(1) X Force Account Method

(0) Lump Sum Method

(1) 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

PE, material, labor, equipment 109,543.00

Sub-Totals Net Cost of Construction Changes, this order

Cost of Construction Changes, previously ordered

Net Total Cost of Construction Changes, to date

Contract Amount

Estimated Cost of Work Authorized, to date

$ $109,543.00

$ $109,543.00

$109,543.00

$109,543.00

Examined as to provisions and participating items of cost:

11/18/2021 | 1:59 PM EST 11/18/2021 | 2:20 PM EST

Recommended: __________________________ Approved: _________________________ Approved:

Date Date Date

District Rail Administrator Modal Development Administrator Division Administrator N/A

Federal Highway Administration

725-090-04B

RAIL OGC –

1/21 Page 2 of 4

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.

RAIL OGC –

1/21 Page 3 of 4

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.

RAIL OGC –

1/21 Page 4 of 4

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.

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

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASQ65

11/12/2021

CONTRACT INFORMATION

Contract: ASQ65

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

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Vendor Name: FLORIDA MIDLAND RAILROAD CO, IN

Vendor ID: F581758851001

Beginning Date of This Agreement: 11/09/2021

Ending Date of This Agreement: 11/09/2031

Contract Total/Budgetary Ceiling:

Description: 448878-1 B Street, Polk County

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 11/12/2021

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55012020129

Expansion Option: A9

Object Code: 563000

Amount: $109,543.00

Financial Project: 44887815701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2022

Budget Entity: 55100100

Category/Category Year: 088808/22

Amendment ID: W001

Sequence: 00

User Assigned ID: CO#1

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

Total Amount: $109,543.00

Page1 of 1 mailto:Barbara.Daugherty@dot.state.fl.us

Crossing No: 627542U Roadway: B ST RR Street: District: 1 County: Polk

PUBLIC HWY AT GRADE Commercial City: Frostproof IN CITY OPEN--TRACK ACTIVE

Rank 2018:

Rank 2017:

Rank 2016:

Field Review Comments:

SR No.:

CR No.:

US No.:

Latitude:

Longitude:

27.748500

-81.530000

RR Company:

Division Name:

Subdivision Name:

Branch Name: RR

Milepost:

AVC 821

856.50

TAMPA

MIAMI

FMID Date: 04/22/2019

Team Members: Steve

Justice, Rob Stapleton, Laura

Miller, Jordan Eady, Lisa

Revell- Petro, Arlene Barnes, Barbara Daugherty

Team Recommendations: New Tub

AADT: 728 (2008)

Percent Trucks:

School Buses:

Highway Speed:

Crossing Angle:

60-90 DEG

0 (2009)

0 (2020) Train Service:

Train Speed Range:

Max Time Table Speed:

Day Thru/Switch: Night

Thru/Switch:

Freight

5-10

0/2

0/0

Street Types:

Thru Lanes:

Aux Lanes:

Hazmat Route?

Emergency Services Route?

T w o -

W a y

S t r e e t 2

0 N O

YES

Passenger Count/Day:

Train Count Date:

Main Tracks:

Other Tracks:

05/12/2012

Crossbuck Sign: 2

Emergency Notification Signs:

Crossbuck(4x4 post):

NO

Train Signals?

Train Signal Proximity:

Train Detection:

N O N O

N o n e

Surface Condition:

Approach:

Vehicle Reaction:

Driver Reaction:

Rail/Pad Movement:

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

Surface Installment Date:

Surface Type:

Pvmt Mrk: DYNAMIC ENVELOPE

Incident History:

R 1 0 - 6 a

R 1 1 - 2

R 1 5 - 2 P

R 1 5 - 6

R 1 5 - 6 a

R 1 5 - 7

R 1 5 - 7 a

R 1 5 - 8 P v t

C r o s s i n g

L o o k O u t

R 8 - 8 w / B e a c o n

W 3 - 1 W 3 - 3

LOS B = Vibrating

LOS B = Some drivers slow down

LOS A = Smooth

LOS B = Uneven

EXCELLENT

ASPHALT

W 8 - 1

W 1 0 - 8

W 1 0 - 9

W 1 0 - 9 P

W 1 0 - 1 1 a

W 1 0 - 1 1 b

W 1 0 - 1 3 P

W 1 0 - 1 4 P

W 1 0 - 1 4 a P

W 1 0 - 1 5 P

S l o w W 1 0 -

1 w / B e a c o n

L E D S i g n s

NO

Maintenance Responsibility:

Roadway Paved: Tracks run down street? Sidewalks on

Crossing Approach?

Sidewalks Thru Crossing?

Crossing illuminated?

Commerical Power?

Alternative Power?

Roadway Gate Count:

Pedestrian Gate Count:

Gates:

Cantilevered Flashing Over Traffic:

Cantilevered Flashing Not Over Traffic:

Intersecting Roadway?

Signalized?

Interconnection:

Traffic Signals Controlling?

Traffic Pre-Signals?

8" Count:

12" Count:

LED Count:

Does traffic queue across the tracks? NO

Number of Bells:

Post Mounted Flashing Lights:

Preemption:

Install - Upgrade: --

Event Recorder?

Not Interconnected

C I T Y

Y E S

N O

Y E S

N O

YES

NO

NO

NO

NO

NO

Recommended Warning Device: FL & G

DIAGNOSTIC FIELD REVIEW SUPPLEMENTAL FORM

Crossing Number/Mile Post: Street/Road Name: Date:

OBSERVATIONS

RECOMMENDATIONS

1:

2:

3:

FREIGHT@dot.state.fl.us 6-12-20 Page 1 of 1 mailto:FREIGHT@dot.state.fl.us

DIAGNOSTIC FIELD REVIEW SIGN-IN SHEET

Date:

NAME ORGANIZATION EMAIL ADDRESS PHONE NUMBER

FREIGHT@dot.state.fl.us 6-12-20 Page 1 of 1 mailto:FREIGHT@dot.state.fl.us

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 SystemTM 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 SystemTM. ........................................................... $78,820.00

6. B Street, Frostproof: Awaiting updated quote

Furnish and install 31' of MBM Crossing SystemTM. ........................................................... $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 SystemTM. ........................................................... $102,169.00

4. East 3rd Street, Frostproof:

Furnish and install 31' of MBM Crossing SystemTM. $78,820.00

2. 9th Street, Frostproof:

Furnish and install 35.5' of MBM Crossing SystemTM. ....................................................... $81,145.00

3. 11th Street, Frostproof:

Furnish and install 31' of MBM Crossing SystemTM. ........................................................... $78,820.00

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

CROSSING SURFACES

Type Definition

C Concrete

R Rubber

RA Rubber/Asphalt

TA Timber/Asphalt

STOP ZONE FOR RUBBER CROSSING

Design Speed

(mph)

Zone Leng th

(D i s tance F rom S top )

45 Or Less 250'

50 - 55 350'

60 - 65 500'

70 600'

N o t e s :

1. Type R Crossings are NOT to be used for mul t ip le t rack crossings wi thin zones for an ex is t ing or scheduled future vehicular s top. Zone lengths are char ted above.

2. S ingle t rack Type R Crossings wi thin the zones on the chart may be used unless engineering or safety

GENERAL NOTES

I . The Rai l road Company wi l l furnish and instal l a l l t rack bed (ba l last) , crosst ies, ra i ls , crossing surface panels and accessory components.

A l l pavement mater ia l , inc luding that through the crossing, wi l l be furnished and instal led by the Department or i ts Contractor, un less negot iated otherwise.

2 . When a ra i l road grade c ross ing i s located wi th in the l im i ts o f a h ighway cons t ruc t ion pro jec t , a t rans i t ion pavement w i l l be main ta ined a t the approaches o f the c ross ing to reduce veh icu lar impacts to the c ross ing . The t rans i t ion pavement w i l l be main ta ined as appropr ia te to pro tec t the c ross ing f rom low clearance veh ic les and veh icu lar impacts unt i l the cons t ruc t ion pro jec t i s comple ted and the f ina l h ighway sur face i s cons t ruc ted.

3 . The C ent ra l Ra i l Of f i ce w i l l ma in ta i n a l i s t o f cur rent l y used R ai l road Cros s ing Produc t s and w i l l pe r i od ica l l y d is t r i bu te t he cur rent l i s t t o the D is t r i c t O f f i ces as the l i s t i s updated.

4 . The Rai l road Company sha l l submi t eng ineer ing drawings for the proposed c ross ing sur face type to the Const ruc t ion Pro ject Eng ineer and/or the D is t r i c t Rai l Of f i ce fo r concur rence a long w i th the L is t o f Ra i l road Cross ing Products . The approved eng ineer ing d raw ings o f the c ross ing sur face type sha l l be made a par t o f the ins ta l la t ion agreement .

5 . S idewalks shal l be cons truc ted through the crossing between approach s idewalks o f the c rossing. S idewalks sha l l be cons t ruc ted wi th appropr iate mater ia l to al low unobst ruc ted t rave l th rough the crossing in accordance wi th ADA requi rements .

6 . Instal l pavement in accordance wi th the Speci f icat ions.

7 . The D epar tmen t w i l l par t i c ipa te in c ross ing w ork , t ha t requ i res ad jus tmen ts to ra i l ou ts i de o f the c ross ing, no more than 50 feet f rom the edge o f the t rave l way .

9:

:0

A M

O

LAST

REVISION

11/01/17

DESCRIPTION:

FY 2021-22

STANDARD PLANS

I N D E X

830-T01

R E

V

IS

IO

N S H E E T

FDOT RAILROAD (GRADE ) CROSSING

3' Curb Transition Min.) _

Drop Curb

, , , , — 7 - - C o n c re t e C u r b A nd Gu t te r

Varies (8' M n.) Varies (8'

(Width Varies)

3' Curb Transi t ion —\

Drop Curb

Concrete Curb And Gutter

Utility Strip

Asphalt

N

2' Setback

Note : For locat ion o f ra i l road s igna ls , ga tes or s igna ls and gates see Index 509-070

Ut i l i ty St r ip

Sidewalk or Trai l

Asphalt or Concrete to Match Adjacent Surface

Shoulder Pavement When

Crossing Mater ials Do Not

Extend Beyond Lip Of Gutter

Beveled Edge (1:4 Slope)

In

Railroad Signal, Gate Or Signal And Gate

Varies (2' Min.)

Beveled Edge (1:4 Slope)

Shoulder Line* vi

* Where the exist ing shoulder is substandard for the faci l i ty type, the shoulder width is to be widened to accommodate crossing shoulder pavement.

/— See 'Crossing Shoulder Pavement' Above

50' Min.

With Or Without Signal, Gate Or Signal And Gate

Flexible Pavement

HALF PLAN

ROADWAYS WITH FLUSH SHOULDERS

C Pavement

Shoulder Pavement

Edge Of Travel Way

HALF PLAN

CURBED ROADWAYS

C Track

C RailC Rail

30'

30' r

Level

Varies

(1' To 4.5')

RR Crossing Varies

(Full Depth Asphalt/Rubber Shown)

Cap Or Expansion Mater ia l

(When Required

Varies

(1' To 4.5')

Crossing Shoulder Pavement

(Except Area Occupied By Crossing Surfacing Material ) :

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

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

(Regardless Of Approach Shoulder Pavement Width).

c . 4' For Median Shoulders.

QO

Cw

0 TYPICAL CROSSING MATERIAL REPLACEMENT AT RR

CROSSINGS

C Railroad

C Pavement iL ______

Cro sing Mater ials

SECTION VIEW

Type SP Asphalt (500 Lb/SY)

Filter Fabric (Optional

With RR Company)

By Crossing Type)Frict ion Course

Overbuild

Exist. Rdwy. Pavt.

Frict ion Course

Overbuild

Exist. Rdwy. Pavt.

Type SP Asphalt (500 Lb/SY)

Filter Fabric (Optional

With RR Company)9 :1

:0

A

M

LAST

REVISION

11/01/19

DESCRIPTION:

FY 2021-22

STANDARD PLANS RAILROAD (GRADE ) CROSSING

R E

V

IS

IO

N

FDOT

INDEX SHEET

830-T01 2 of 2

To p reven t l ow-c learance veh ic les f rom becomi ng caught on t he t r acks , t he c ross ing s ur f ace shou l d be a t the same p l ane as the t op o f the ra i l s fo r a d i s tance o f 2 f ee t outs i de the ra i l s . The su r face o f the h ighway shou ld a l so no t be more t han 3 i nches h i gher or l ow er than the top o f the neares t ra i l a t a po i n t 30 feet f r om the ra i l un l ess t rack supere levat ion makes a d i f f e rent lev e l appropr i a te . V er t i ca l cu rves shou ld be used t o t rave rse f rom the h i ghw ay g rade to a l eve l p lane a t t he e l eva t ion o f t he ra i l s . Ra i l s t ha t a re supe re levated, o r a roadw ay approach sec t i on that i s not l eve l , w i l l necess i ta te a s i te spec i f i c ana lys is fo r ra i l c l ea rances .

VERTICAL ROADWAY ALIGNMENT THROUGH A RAILROAD CROSSING