Christopher J Lauzen Kane County Board Chairman

COUNTY OF KANE

DOCUMENT VET SHEET for

Christopher J. Lauzen Chairman, Kane County Board

REC-EIVED JUN 1 0 2014

KANE COUNTY BnA~n Kane County Governmel'l'( ~t!rtter

719 South Batavia A venue Geneva, IL 60134 P: (630) 232-5930 F: ( 630) 232-9188

clauzen@kanecoboard.org www.countyotkane.org

Name of Document: IGA between County of Kane. the ICC, State of IL. Resolution No.: 14- If~

and Batavia for BNSF Railroad lm rovements to Kirk Road Crossin

Submitted by: -=L:.:..:in=d=a-=-H=a=in=eo=s ______ _

Date Submitted: .:..:..M=a,_._y-=-7_,_, =20=-1_,_4_,__ _____ _

Approved by: (Legality)

Comments:

Legal Review of Contract Terms (Atty. Sign-off): 4"-f-!.~E~~'6{1.~:::::::::::...__

Chairman signed: YES ____ _ NO ____ _

(Date)

Document returned to: (Name/Department)

Rev. 3/2014

STATE OF ILLINOIS ILLINOIS COMMERCE COMMISSION

STIPULATED AGREEMENT 177 4

This Agreement made and entered into, by and between the State of Illinois acting by and through the Illinois Commerce Commission (Commission), BNSF Railway Company (Company), the City of Batavia (City}, Kane County (County), and the State of Illinois, Department of Transportation (Department or lOOT).

WITNESSETH:

WHEREAS, it has come to the attention of the Commission through application for assistance from the Grade Crossing Protection Fund that inquiry should be made into the matter of improving public safety at the following highway-rail grade crossings of BNSF Railway Company's tracks: Laurel Street in Batavia (AAR!DOT #069 700B, railroad milepost 6.25); Kirk Road/CH 77 in Batavia (AAR/DOT #069 708F, railroad milepost 7.74); and

WHEREAS, proper investigation has been made of the circumstances surrounding the proposed improvements at the subject crossings by a representative of the Commission's Transportation Bureau Railroad Section; and

WHEREAS, the physical aspects, including train movements, vehicular traffic volumes and other pertinent data relating to the crossings have been obtained and shown on Exhibits A 1 and A2 - Crossing Surface Renewal, attached to this Agreement; and

WHEREAS, the parties are mutually agreeable to accomplish proposed improvements to the crossings upon determination of the Commission by Order.

NOW, THEREFORE in consideration of the premises and of the mutual covenants and agreements as hereinafter contained the parties pray that the Commission enter an Order according to the provisions of Section 18c-7401 of the Illinois Commercial Transportation Law, 625 ILCS 5/18(c)-7401, requiring that certain improvements as hereinafter stated be made and that the cost for the proposed improvements be divided among the- parties - -according to law and that in the interest of the traveling public the Grade Crossing Protection Fund (GCPF) of the Motor Fuel Tax Law (MFT) be required to bear a substantial portion of the cost; To Wit the parties agree as follows:

Section 1 All improvements encompassed by this Agreement shall be made in accordance with all applicable State laws, rules, standards, regulations and orders and procedures in general.

Section 2 The parties are of the opinion that the following improvements in the interest of public safety at the aforesaid crossings should be:

(a) Installation of a .new concrete surface at- the Laurel Street crossing in Batavia, by the Company.

(b) Installation of a new concrete surface at the Kirk Road/CH 77 crossing in Batavia,_ by the Company.

SA 1774

[Note: All of the crossing surface improvements shall be constructed in accordance with the minimum requirements of 92 Ill. Adm. Code 1535.203 and 1535.207 (Exhibit C). See Section 7 "Special Provisions" for specifications pertaining to placement of the hot-mix bituminous roadway approach transitions.]

Section 3 The Company has prepared preliminary cost estimates for renewal of the surfaces at the aforesaid crossings, which may be required by Commission Order. The estimates are attached and incorporated herein by reference as Exhibits B 1 and B2.

The Company shall upon the issuance of a Commission Order, according to the requirements contained therein, prepare and schedule for renewal of the surfaces at the two (2) crossings subject of this Agreement. Specific requirements are as follow:

(a) Kirk Road/CH 77- Concrete crossing surface construction shall be used. In addition, a hot-mix bituminous underlayment placed directly on undisturbed hardpan or compacted CA-6 material shall be required. In no case shall the underlayment be placed when standing water is present. The hot-mix bituminous underlayment shall be a minimum 6 inches (6") in depth and 12 feet (12') in width and shall extend a minimum distance of 25 feet (25') beyond each end of the crossing. The bituminous material shall be produced from a State-approved plant and utilize a current State-approved mix design for either binder or surface material. The bituminous material shall be placed in a minimum of 2 layers and the top layer must be a minimum of 2 inches (2") thick. Each layer must be compacted with a mechanical tamper, vibrating tamper or self-propelled roller with a minimum of 3 passes. The railroad's standard track construction specifications may be used to complete the reconstruction of the crossing surface from the top of the hot-mix bituminous underlayment to the top of rail. However, in no case shall the depth of the compacted ballast from the top of the hot-mix bituminous underlayment to the bottom of the ties be less than 8 inches (8"), nor more than 15 inches (15"). Ten foot (1 0') ties will be required.

The Company shall upon Order, according to the requirements contained therein, prepare and submit a copy of a detailed traffic detour plan and proposed project schedule to the City of Batavia and Kane County for approval. Submission of the detour plan and project schedule information shall be no later than sixty (60) calendar days prior to the scheduled date for the commencement of construction activities.

The City of Batavia and Kane County shall provide notice (via phone, electronic mail, standard mail, or fax) to the Commission within fifteen (15) calendar days after receipt of the Company's traffic detour plan and proposed project schedule. The notices shall indicate roadway authority approval or disapproval of its respective traffic detour plan and project schedule for the proposed improvements. -

Section 4 BNSF Railway Company shall upon Order, according to the requirements contained therein, proceed toward renewal of the surfaces at the two (2) crossings subject of this Agreement, accomplishing the work with its own forces or appropriate contracted

. services and agrees that an appropriate time for the completion of the proposed improvements should be no later than nine (9) months from the date of a Commission Order approving this Agreement.

2

SA 1774

Section 5 The parties agree that an equitable division of cost for the proposed improvements is as follows:

- COST DIVISION TABLE -IMPROVEMENT EST. COST GCPF COMPANY

(100%) (0%) Materials to Install New Crossinq Surfaces $121,207 $121,207 $0

(0%) (100%) Labor to Install New Crossing Surfaces $79,059 $0 $79,059

TOTALS $200,266 $121,207 $79,059" Notes: 1. Total GCPF assistance for material, contract paving and traffic control costs not to exceed $121 ,207;

any such costs above the estimated amount of $121,207 will be paid by the GCPF upon submittal and review of evidence to support the additional cost and subject to approval by the Commission.

2. Company responsible for all labor costs associated with the installation of new surfaces at the subject crossings; Company responsible for all future maintenance costs associated with the new crossing surfaces.

Section 6 The City of Batavia and Kane County are not required to pay any portion of the cost for the proposed improvements.

Section 7 Special Provisions: Since the surface renewals at the subject crossings will be performed, in part, by a contractor, flagging or contractor liability insurance will be required for the work.

The hot-mix bituminous roadway approach transitions shall be placed by a qualified asphalt paving contractor using accepted roadway paving practices and equipment for producing a smooth and durable asphalt pavement. The hot-mix bituminous material shall be produced by an I DOT approved plant and shall utilize a current I DOT approved surface mix design for the roadway wearing surface. Where multip1e paving layers are placed due to a significant track raise, binder mix produced by an I DOT approved plant and utilizing a current lOOT approved mix design may be used for the lower layer(s), if desired. Each paving layer shall be compacted with a self-propelled roller with a minimum of 3 passes.

The Company shall complete and submit the Project Manager Information portion of the Project Status Report sheet, attached as Exhibit 1, along with this executed Agreement.

All signage shall conform to the requirements and specifications of 92 Ill. Adm. Code 1535 and the Manual on Uniform Traffic Control Devices (MUTCD).

The Company shall, at three (3) month intervals from the date of the Commission Order approving this Agreement, or any Supplemental Order(s) issued for the project, submit to the Director of Processing and Information, Transportation Bureau of the Commission, a Project Status Report, attached as Exhibit 1, regarding the progress it has made toward completion of the work required by this Agreement. Each Project Status Report shall include the Commission Order's docket number, the Order date, the project completion date as noted in the Order, crossing information· (inventory numbers and railroad mileposts), type of improvement, and the name, title, mailing address, phone number, facsimile number, and electronic mailing address of the Company Project Manager.

3

SA 1774

All bills for work specified in Section 2 of this Agreement authorized for reimbursement from the GCPF shall be submitted to the Fiscal Control Unit, Bureau of Local Roads and Streets, Illinois Department of Transportation, 2300 S. Dirksen Parkway, Room 205, Springfield, IL · 62764 (See Exhibit 1, page 2). All bills shall meet the minimum documentation requirements set forth in Section 8 of this Agreement. All bills will be paid in accordance with the State Prompt Payment Act as currently enacted (Illinois Compiled Statutes, 30 ILCS 540/)

The Department shall send a copy of all invoices to the Director of Processing and Information, Transportation Bureau of the Commission. All bills shall be submitted no later than twelve (12) months from the completion date specified in the Commission Order approving this Agreement or any Supplemental Order(s) issued for this project.· The final invoice for expenditures from each party shall be clearly marked "Final Invoice". The Department shall not obligate any assistance from the GCPF for the cost of proposed improvements described in this Agreement without prior approval by the Commission. The Commission shall, at the end of the 12th month from the completion date specified in the Commission Order approving this Agreement, or any Supplemental Order(s) issued for this project, conduct a review to determine if any unused assistance from the GCPF should be de-obligated. Upon completion of the review, the Commission shall notify the Department to de-obligate all residual funds accountable for installation costs for this project. Notification may be by regular mail, electronic mail, fax, or phone.

Section 8 Billing: For all work specified in Sections 2 and 3 (a) of this Agreement, and authorized by an Order of the Commission, the Company shall assure that sufficient documentation for all bills is made available to the Department or the Department's representative. The minimum documentation that must be made available is outlined as follows:

a) Material - An itemized list of all materials purchased and installed at the crossing location. If materials purchased are installed at multiple crossing locations, a notation must be made to identify the crossing location.

b) Service Dates - Invoice shall include the beginning and ending date of the work ac~omplishect for the invoice. ·

c) Final or Progressive - Each invoice shall be marked as a Progressive or a Final Invoice, as applicable.

d) Reference Numbers - Each invoice shall include the AAR/DOT number; the ICC Order number and the state job number when federal funds are involved. ·

e) Locations- Each invoice shall show the location, with the street name and AARIDOT crossing inventory number.

Section 9 This Agreement shall be binding upon the parties hereto, their successors or assigns. Upon execution of this Agreement by all parties, the Conm1ission shall enter an appropriate Order, within 60 days accepting or rejecting such stipulation according to the provisions contained herein. '

4

Illinois Commerce Commission Stipulated Agreement 177 4, executed by Commission Staff on April 7, 2014 concerning surface improvements at the following highway-rail grade crossings of BNSF Railway Company's tracks in Batavia: Laurel Street (AARIDOT #069 700B, railroad milepost 6.25) and Kirk Road/CH 77 (AARIDOT #069 708F, railroad milepost 7.74).

Executed by Kane County this __ day of ____ 2014.

KANE COUNTY

By: ___________ _

Attest:

SA 1774

In Witness Whereof, the parties have caused this Agreement to be executed by their duly authorized officers, as of the dates indicated on their respective Execution Pages, attached hereto.

Executed by the Commission this 71h day of April2014.

Attest:

John R. Saladt' ~ Rail Safety Specialist

7

Michael E. Stead Rail Safety Program Administrator

5

Illinois Commerce Commission Stipulated Agreement 1774, executed by Commission Staff on April 7, 2014 concerning surface improvements at the following highway-rail grade crossings of BNSF Railway Company's tracks in Batavia: Laurel Street (AARIDOT #069 700B, railroad milepost 6.25) and Kirk Road/CH 77 (AAR/DOT #069 708F, railroad milepost 7.74).

Executed by Kane County this __ day of ____ 2014.

KANE COUN7J /} "

~ By:------------------~~--

Attest:

ILLINOIS COMMERCE COMMISSION TRANSPORTATION BUREAU I RAIL SAFETY SECTION

PROJECT STATUS REPORT:

TYPE: (CHECK ONE)

COMPLETION I PROGRESS

I I DATE

PROJECT INFORMATION: Reporting Party: Docket/Order#; Date: Status Report (s) Due: Within 3 Months and 6 Months from Order Date Ordered Completion Date: 9 Months from Order Date Completion Report Due: 5 Days after completion of work AAR/DOT#, Milepost: \

Street, (in/near) City, County: Railroad Company:

PROJECT MANAGER INFORMATION· Name: Title: Representing: Street Address: City, State, Zip: Office Phone: Office Fax: Cellular Phone: E-Mail Address:

DESCRIPTION OF IMPROVEMENT(S) ORDERED: • Install new surfaces at the BNSF highway-rail grade crossings at Laurel Street

and Kirk Road/CH 77 in Batavia.

STATUS OF WORK:

STIPULATEDAGREEMENT ~1774 ' .

·EXHIBIT 1, Page 1

ILLINOIS COMMERCE COMMISSION TRANSPORTATION BUREAU I RAIL SAFETY SECTION

PROJECT STATUS REPORT:

TYPE: (CHECK ONE)

I PROGRESS I I DATE

PROJECT INFORMATION: Reporting Party: DockeUOrder #; Date: Status Report (s) Due: Within 3 Months and 6 Months from Order Date Ordered Completion Date: 9 Months from Order Date Completion Report Due: 5 Days after completion of work AAR/DOT#, Milepost: Street, (in/near) City, County: Railroad Company:

PROJECT MANAGER INFORMATION· Name: Title: Representing: Street Address: City, State, Zip: Office Phone: Office Fax: Cellular Phone: E-Mail Address:

DESCRIPTION OF IMPROVEMENT(S) ORDERED: • Install new surfaces at the BNSF highway-rail grade crossings at Laurel Street

and Kirk Road/CH 77 in Batavia.

STATUS OF WORK:

STIPULATED AGREEMENT -1774 EXHIBIT 1, Page 1

ILLINOIS COMMERCE COMMISSION TRANSPORTATION BUREAU I RAIL SAFETY SECTION

Mail directed to the Rail Safety Section or the Director of Processing and Information, Transportation Bureau of the Commission should be addressed to:

Illinois Commerce Commission 527 E. Capitol Avenue Springfield, IL 62701-1827

If you have questions contact: John R. Saladino, Rail Safety Specialist Phone: (217) 785-8423 Email: jsaladino@icc.illinois.gov

A Form 3 can be obtained from the Illinois Commerce Commission by calling (217) 782-7660 or on the web at:

http://www.icc.illinois.gov/forms/results.aspx?st=4

The billing address for Grade Crossing Protection Fund reimbursement is:

SIGNAL WORK Illinois Department of Transportation Fiscal Control Unit Bureau of Local Roads and Streets 2300 South Dirksen Parkway Springfield, Illinois 62764

APPROACH/BRIDGE WORK lOOT, District## Address

Copies of the United States Department of Transportation Inventory Form #6180. 71 can be obtained on the web at:

http://www.fra.dot.gov/elib/details/L02727 (PDF) http://www.fra.dot.gov/elib/details/L03076 (Word Document)

S b .t I u m1 t f t nven ory orms o: Federal Railroad Administration Chief of Data Services Office of Safety Illinois Department of Transportation 1200 New Jersey Ave, SE 2300 S. Dirksen Parkway Washington, DC 20590 And Springfield, IL 62764

or (data processing contractor) IL.RRXUpdates@lllinois.gov

Inventory Crossing Updates FRA Project Office Creative Information Technology, Inc. 4601 N. Fairfax Drive, Suite 1100 Arlington, VA 22203 RsisRXIupdates@dot.gov

STIPULATED AGREEMENT 1774 EXHIBIT 1, Page 2

SA 1774

GENERAL INFORMATION: RAILROAD .. USDOT#, MILEPOST

~TREET, CITY, COUNTY

/JURISDICTION {RDWY)

LOCATION

STREET SURFACE

CROSSING DATA:

TRACK

Main (N/S)

ROADWAY DATA· INTERSECTING ROADS:

!TRAFFIC CONTROL

IADT

!TRAFFIC TYPE

ADVANCE WARNING

·PAVEMENT MARKING

RAILROAD DATA· FREIGHT TRAFFIC

PASSENGER TRAFFIC

WARNING DEVICES

OTHER

NOTES:

Exhibit A1 -Crossing Surface Renewal

ILLINOIS COMMERCE COMMISSION STIPULATED AGREEMENT

CROSSING DATA FORM

BNSF Railway Company

DOT 069 700B - milepost 6.25-D

Laurel Street, Batavia, Kane County

City

Urban

2 Lanes bituminous surface (EIW)

SURFACE TYPE SURFACE WIDTH

Concreteffimber Approx 40Ft

Van Buren Street, 173 Ft. East

Stop signs on Van Buren

800 Vehicles Per Day

·-

SURFACE CONDITION

Fair-Poor

TYPES: Passenger, School Busses, Hazardous Materials, and Emergency Response

Yes --··-·-----

No

3 trajns per day @ 20 MPH

None

Automatic Flashing Light Signals

I

SA 1774

GENERAL INFORMATION: RAILROAD

USDOT#, MILEPOST

STREET, CITY, COUNTY

~URISDICTION (RDWY)

LOCATION

!sTREET SURFACE

CROSSING DATA·

TRACK

Main (E/W)

ROADWAY DATA: INTERSECTING ROADS:

!TRAFFIC CONTROL

~DT !rRAFFIC TYPE .,

ADVANCE WARNING

PAVEMENT MARKING

RAILROAD DATA: FREIGHT TRAFFIC

PASSENGER TRAFFIC

WARNING DEVICES

OTHER,

NOTES:

Exhibit A2- Crossing Surface Renewal

ILLINOIS COMMERCE COMMISSION STIPULATED AGREEMENT

CROSSING DATA FORM

---BNSF Railway Company

DOT 069 708F - milepost 7. 7 4-D

Kirk Road, Batavia, Kane County

County

Urban

4 Lanes bituminous surface (N/S)

SURFACE TYPE SURFACE WIDTH

Concrete Approx 80Ft

None within 500 feet

N/A

30,300 Vehicles Per Day

SURFACE CONDITION

Fair-Poor

TYPES: Passenger, School Busses, Hazardous Materials, and Emergency Response

Yes - -

Yes -

3 trains per day @ 20 MPH

None

Cantilever Mounted Automatic Flashing Light Signals and Gates

--

AUTHORITY FOR EXPENDITURE

LOCATION: WCHICAGO LINE SEGMENT : 65 AFENUMBER:

PLANlTEM NUMBER : 407339000 MILEPOST : 6.25 RFANUMBER: 5943014

PROPERTY OF : BNSF RAILWAY COMPANY DIVISION : CH CPAR NUMBER: CRI201l4

OPERATED BY: BNSFRAILWAY COMPANY SUBDIVISION : AURORA-W CHICAG BUDGET YEAR : 2014

JOINT FACILITY: ICC TRACK TYPE: BUDGET CLASS : 6

%BILLABLE(+/-): 62.0 TAX STATE: IL REPORTING OFFICE: 108

SPONSOR: VP ENGINEERING CENTERIROLLUP : S3552

PURPOSE, JUSTIFICATION AND DESCRIPTION

PIP XING REHAB CHE DIY AURORA SUB LS 65 MP 6.25 DOT#069700B LAUREL STREET BATAVIA, IL- COMPLETE CROSSING SURFACE REHAB INCLUDING RAIL, TIES, BALLAST AND CON C. SURFACE. PARTIALLY BILLABLE TO ICC

PLAN ITEM LINE SEG BEG MP ENDMP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR

407339000 65 6.25 6.25 s WCHICAGO WCHICAGO PUBLIC IMPROVEMENT PROJECT 2014

CASH CAPITAL NONCASH CAPITAL OPERATING EXP . 'REMOVAL COSTS BILLABLE TOTALS

LABOR COSTS 16,519 ·o MATERIAL COSTS 0

OTHER COSTS

TOTALS

9.083

. 25.602 0

SYSTEM MAINTENANCE AND PLANNING - KANSAS CITY

ESTIMATE REF. NUMBER: 5943014

COSTING DATE: 03/20/2014

2,819

0

II

2,830

Page 1 of 3

0 0

0 25,424

20.643

46.067

PRINTED ON: 03/25/2014

ESTIMATED BY: WHITE

PRINTED BY: WHITE

19,338

25,424

29,737

74.499

LOCATION W CHICAGO

PURPOSE, JUSTIFICATION AND DESCRIPTION

MAINTAIN PROPRIETARY CONFIDENTIALITY

BNSF RAILWAY COMPANY

FHPMESTIMATE FOR

ICC

DETAILS OF ESTIMATE PLAN ITEM: 407339000

PIP XING REHAB CHE DIY AURORA SUB LS 65 MP 6.25 DOT#069700B LAUREL STREET BATAVIA, IL

PROJECT DESCRIPTION: COMPLETE CROSSING SURFACE REHAB INCLUDING RAIL, TIES, BALLAST AND CONC. SURFACE.

BILLING: ICC WILL BE FUNDING THE MATERIAL, ASPHALT, AND TRAFFIC CONRTOL. BNSF WILL COVER LABOR COST.

RFA REQUESTED BY: T. ADAMS AFE REQUESTED BY:

MAINTAIN PROPRIETARY CONFIDENTIALITY

VERSION:

THE PHYSICAL LIMITS OF THIS PROJECT ARE DESCRIBED BY LINE SEGMENT, MILE POST RANGES, AND IN SOME CASES TRACK NUMBER. THIS IS THE PRIMARY AREA FOR THE PROJECT. THERE WILL BE CASES WHERE WORK MAY OCCUR BEYOND THE DEFINED

LIMITS. PROJECTS THAT INCLUDE SIGNAL, ELECTRICAL, OR TELECOMMUNICATION EQUIPMENT MAY REQUIRE ACTIVITY BEYOND THESE DEFINED TRACK LIMITS. ALL OR PORTIONS OF SOME PROJECTS MAY OCCUR IN AREAS WHERE NO MILEPOST SIGNS EXIST SUCH AS YARDS. THIS ESTIMATE IS GOOD FOR 90 DAYS. THEREAFTER THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR,

MATERIAL, AND OVERHEAD.

DESCRIPTION .......... LABOR

BUILD TRACK PANELS- REPLACEMENT

PLACE FIELD WELDS -CAP

REPLACE PUBLIC CROSSING - TOTAL REHAB

SURFACE TRACK-REPLACEMENT-CAP

UNLOAD BALLAST- REPLACEMENT- CAP

UNLOAD CROSSING MATERIAL- PUBLIC- CAP

PAYROLL ASSOCIATED COSTS

DA OVERHEADS

EQUIPMENT EXPENSES

INSURANCE EXPENSES

TOTAL LABOR COST .............. MATERIAL

BALLAST, FOR GENERIC USE ONLY

CLIP PANDROL E-2055- ALL RAIL WEIGHTS

RAIL, TRANSN,BE,40 FT,136- 1/4 WORN I32

RAIL, 136 LB NEW WELDED, PREMIUM:

SPIKE, TBR SCREW 3/4"XI3", F/ROAD XING

TIE, TRK,IOFT,PRE-PLATED, PANDROL, 61N, ROUND

WELDI"JT, GENERIC FOR ALL RAIL WEIGHTS

CONC 136 08-SEC WITH FILLER FOR-10' WOOD TIES ••

CONCRETE XING RAMP AND PANEL RESTRAINT,

MATERIAL HANDLING

ONLINE TRANSPORTATION

USE TAX

OFFLINE TRANSPORTATION

TOTAL MATERIAL COST

OTHER

ASPHALT

LEASED EQUIPMENT WITH OPERATOR

Page 2 of 3

QUANTITY U/M

48.0 MH

64.0 MH

80.0 MH

24.0 MH

6.0 MH

20.0 MH

IOO.O NT ••

I81.0. EA ••

4.0 EA ••

60.0 LF ••

90.0 EA ••

45.0 EA ** 8.0 KT ••

40.0 FT ••

1.0 ST ••

1.0 LS

1.7 DAY

COST

1,152

1,756

1,919

648

I44

480

4,019

4,890

3,309

1,02I

19,338

831

323

5,124

!,287

203

6,039

543

6,380

228

1,045

I,662

1,60I

158

25,424

10,000

2,550

TOTAL$

19,338

25,424

TRAFFIC CONTROL

TOTAL OTHER ITEMS COST

PROJECT SUBTOTAL

CONTINGENCIES

BILL PREPARATION FEE

GROSS PROJECT COST

LESS COST PAID BY BNSF

TOTAL BILLABLE COST

Page 3 of.3

!.0 LS !0.000

22,550 ______ 2_z_.5_5o_

67.3I2

6,449

738

74,499

28,432

46,067

~t ·~ .

AUTHORITY FOR EXPENDITURE

LOCATION: WCHICAGO LINE SEGMENT : 65 AFENUMBER:

PLANITEM NUMBER : 407236000 MILEPOST: 7.74 RFANUMBER: 5930614 PROPERTY OF : BNSF RAILWAY COMPANY DIVISION: CH CPAR NUMBER: C0000009

OPERATED BY : BNSF RAILWAY COMPANY SUBDIVISION : AURORA-W CHJCAG BUDGET YEAR : 2014

JOINT FACILITY: ICC TRACK TYPE: s BUDGET CLASS :

%BILLABLE(+/-): 67.0 TAX STATE: IL REPORTING OFFICE: 108

SPONSOR: VP ENGINEERING CENTER!ROLLUP: S3552

PURPOSE, JUSTJFICA TJON AND DESCRIPTION

PIP CHE DIY AURORA-W CHICAG SUB LS 65 MP 7.74 DOT#069708F, BATAVIA, IL KJRK RD- RENEW WITH 80' CONCRETE 115 LB SURFACE -PARTIALLY BILLABLE TO ICC

PLAN ITEM LINE SEG BEG MP ENDMP TRKNBR BEGINSTATION ENDSTATION PROJECT TYPE BUD YEAR

407236000 65 7.74 7.74 WCH1CAGO WCHICAGO PUBLIC IMPROVEMENT PROJECT 2014

CASH CApiTAL NONCASH CAPITAL OPERA TJNG EXP REMOVAL COSTS BILLABLE TOTALS

LABOR COSTS 29,746 0

MATERIAL COSTS· 0 0

OTHER COSTS

TOTALS

9,025 0

38,771

SYSTEM MAINTENANCE AND PLANNING- KANSAS CITY

ESTIMATE REF. NUMBER: 5930614

COSTING DATE: 01131/2014

2,991

0

'10

3.001

Page 1 of 3

0 3

50,783

33.209

0 83,995

PRINTED ON: 01/31/2014.

ESTIMATED BY: WHITE

PRINTED BY: WHITE

32,740

50,783

42,244

125.767

LOCATION W CHICAGO

PURPOSE, JUSTIFICATION AND DESCRIPTION

MAINTAIN PROPRIETARY CONFIDENTIALITY

BNSF RAILWAY COMPANY

FHPM ESTIMATE FOR

ICC

DETAILS OF ESTIMATE PLAN ITEM : 407236000

PIP CHE DIY AURORA-W CHICAG SUB LS 65 MP 7.74 DOT# 069708F, BATAVIA, IL KIRK RD

MAIN TRACK PROJECT DESCRIPTION: RENEW WITH 80' CONCRETE I 15 LB SURFACE

BILLING FOR THIS PROJECT: ICC WILL PAY FOR MATERIAL, ASPHALT AND TRAFFIC CONTROL.

RFA REQUESTED BY: M. ANDERSON AFE REQUESTED BY:

MAINTAIN PROPRIETARY CONFIDENTIALITY

VERSION:

THE PHYSICAL LIMITS OF THIS PROJECT ARE DESCRIBED BY LINE SEGMENT, MILE POST RANGES, AND IN SOME CASES TRACK NUMBER. THIS IS THE PRIMARY AREA FOR THE PROJECT. THERE WILL BE CASES WHERE WORK MAY OCCUR BEYOND THE DEFINED

LIMITS. PROJECTS THAT INCLUDE SIGNAL, ELECTRICAL, OR TELECOMMUNICATION EQUIPMENT MAY REQUIRE ACTIVITY BEYOND THESE DEFINED TRACK LIMITS. ALL OR PORTIONS OF SOME PROJECTS MAY OCCUR IN AREAS WHERE NO MILEPOST SIGNS EXIST SUCH AS YARDS. THIS ESTIMATE IS GOOD FOR 90 DAYS. THEREAFTER THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR,

MATERIAL, AND OVERHEAD.

DESCRIPTION

LABOR

PLACE FIELD WELDS -CAP

REPLACE PUBLIC CROSSING - TOTAL REHAB

SIGNAL FIELD LABOR- CAP

SURFACE TRACK-REPLACEMENT-CAP

UNLOAD BALLAST- REPLACEMENT- CAP

UNLOAD CROSSING MATERIAL- PUBLIC- CAP

WORK TRAIN- BALLAST- REPLACEMENT, CAP

PAYROLL ASSOCIATED COSTS

DA OVERHEADS

EQUIPMENT EXPENSES

INSURANCE EXPENSES

TOTAL LABOR COST

MATERIAL

BALLAST, FOR GENERIC USE ONLY

TRACK PANEL, 136 STANDARD RAIL, 40FT-10FT TIES­

RAiL, TRANSN,BE,40 FT,i36- 1/4 WORN 132

SPIKE, TBR SCREW 3/4"Xl3", F/ROAD XING

WELD KIT, GENERIC FOR ALL RAIL WEIGHTS

CONC STEEL CLAD FOR TANGENT PANELS ON 10' WOOD

CONCRETE XING RAMP AND PANEL RESTRAINT,

SIGNAL MATERIAL

MATERIAL HANDLING

ONLINE TRANSPORTATION .

USE TAX

OFFLINE TRANSPORTATION

TOTAL MATERIAL COST

........... OTHER

ASPHALT BY CONTRACTOR

LEASED EQUIPMENT WITH OPERA TOR

Page 2 of 3

QUANTITY U/M

96.0 MH

160.0 MH

27.0 MH

24.0 MH

12.0 MH

40.0 MH

24.0 MH

200.0 NT ••

3.0 EA ** 4.0 EA *"'

180.0 EA ••

12.0 KT ••

80.0 FT ** 1.0 ST ••

3.3 DAY

1.0 LS

3.3 DAY

COST

2,633

3,837

784

648

288

960

1,000

7,180

8,744

4,965

1,701

32,740

1,661

16,497

5,124

405

8!4

16,576

228

578

2,090

3,100

3,207

503

50,783

20,000

4,950

TOTAL$

32,740

50,783

TRAFFIC CONTROL

TOTAL OTHER ITEMS COST

PROJECT SUBTOTAL

CONTINGENCIES

BILL PREPARA TJON FEE

GROSS PROJECT COST

LESS COST PAID BY BNSF

TOTAL BILLABLE COST

1.0 LS

Page 3 of 3

5.000

29,950 29,950 -------I 13,473

I 1,048

1.246

125,767

41,772

83,995

SA 1774

Section 1535.203 Construction and Maintenance of Grade Crossing

Exhibit C Page 1

Every grade crossing shall be constructed and maintained in such manner that it will not interfere with the reasonably safe use of the roadway when traveled in the usual and ordinary manner. The surface of the roadway shall reasonably conform to the elevation of the rails for the entire area between rails and between tracks (where track.centers are 15 feet or less) and for a distance of 24 inches beyond the outside ofthe outer rails of the outer tracks. In situations where super-elevation of rails through the crossing makes a reasonably smooth continuous surface impractical, the surface of the roadway in the crossing area shall be made as smooth as practicable, consistent with the safe operation of trains on the railroad tracks in accordance with Section 18c-7 401 (2) of the Law. Any crossing hereafter constructed or reconstructed shall conform to the width of the roadway and shall include a reasonable width of usable shoulder, but in no case shall the width be less than 16 feet measured at right angles to the center line of the highway unless the Commission specifically authorizes a lesser width. At crossings where there are sidewalks, either the crossing proper shall include the sidewalk areas or separate sidewalk crossings of a width consistent with that of the sidewalk approaches shall be provided conforming with provisions of this Section as to surface.

SA 1774

Section 1535.207 Adjustment of Crossings and Approaches

Exhibit C Page 2

a) Where tracks are raised through a highway crossing at the rail carrier's instance and the approach grades to the crossing conformed to the requirements of Section 1535.204 prior to the track. raise, the rail carrier shall resurface or arrange for the resurfacing of the highway approaches to meet the elevation of the raised crossing surface, so that the change in grade does not exceed 1% greater than the pre-existing grade on primary highways with a maximum authorized speed in excess of 30 miles per hour, or 2% grec:~ter than the pre­existing grade on all other highways with a maximum authorized speed of 30 miles per hour or less. Where more than one track crosses a highway with 15 feet or less between the centerline of one track and the centerline of an adjacent track, the rail carrier shall adjust all tracks so that they conform with the requirements of Section 1535.203.

b) Where tracks are raised through a highway crossing at the rail carrier's instance, and the approach grades to the crossing did not conform to the requirements of Section 1535.204 prior to the track raise, and the track raise increases the grades by more than 1%, it shall be the responsibility of the rail carrier to resurface, or to arrange for the resurfacing of, the highway approaches within a distance of 25 feet from the centerline of the outermost track, to minimize the change in grade to the extent practicable within the 25 feet.

c) It shall be the responsibility of the highway authority to make arrangements with the respective rail carriers for the necessary track, crossing warning signs and signals, and/or crossing surface adjustments where vertical and/or horizontal adjustments are made to the approaches of a grade crossing at the highway authority's instance (whether by reconstruction, resurfacing, or widening). The rail carrier shall, at the sole cost and expense of the highway authority, adjust the track, crossing warning signs and signals, and/or crossing surfaces to conform to Sections 1535.203, 1535:300(b), 1535.335, and 1535.360(a), as applicable, and the highway authority shall, at its own expense, perform all necessary approach work to comply with Section 1535.204.

Illinois Commerce Commission Stipulated Agreement 177 4, executed by Commission Staff on April 7, 2014 concerning surface improvements at the following highway-rail grade crossings of BNSF Railway Company's tracks in Batavia: Laurel Street (AARIDOT #069 700B, railroad milepost 6.25) and Kirk Road/CH 77 (AARIDOT #069 708F, railroad milepost 7.74).

Executed by Kane County this __ day of ____ 2014.

Attest:

KANE cou/1 /,7 _ ~

By: {__/-- (/]--------=~-----------W~---