REC-EIVED COUNTY OF KANEcountyofkane.org/Contracts/2014/Transportation/C-14-182...Christopher J...
Transcript of REC-EIVED COUNTY OF KANEcountyofkane.org/Contracts/2014/Transportation/C-14-182...Christopher J...
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
[email protected] 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: [email protected]
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) [email protected]
Inventory Crossing Updates FRA Project Office Creative Information Technology, Inc. 4601 N. Fairfax Drive, Suite 1100 Arlington, VA 22203 [email protected]
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~---