SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) @ 30 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5/day @ 10 MPH; 1 Switch Movement, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/buildings NW ok none obstr trees SE ok none obstr building SW ok* *signal cabin partially obstructs view ok none *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2: See Page 3 DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40Full Depth Concrete 80’ Fair Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street ApproxIllinois Ave. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South – 15’ West (See Notes) TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic STOP Sign on Illinois Ave.; State St. does not stop STOP ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) @ 30 mph (posted) 20 mph school zone); 11% Trucks TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* Faded on both approaches – to be renewed after new paving RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 512/day @ 10 35 MPH; 1 0 Switch MovementMovements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Cantilever Flashing Light Signals (AFLS-only, no with Gates or Bell) & Bells NOTES: *The City needs of Jacksonville has agreed to refresh make Illinois Avenue 1-Way going northbound, which will allow room for construction of a curb “pocket” to surround the “RXR” pedestrian gate and Stop Bars on both approaches, per provide a pedestrian refuge area between the most current edition railroad and Illinois Avenue in the northwest quadrant. Additional curb work in all four crossing quadrants will allow the reduction of the Manual on Uniform Traffic Control Devices (MUTCD)roadway width to 30 feet face-face of curb [currently 43 feet face-face of curb]. SA 2017 Exhibit A The roadway width reduction will, in turn, allow the elimination of the existing cantilever signal masts and guardrail barriers in favor of smaller, standard flashing light signal/gate masts that will create more room for realigning the sidewalks to accept the addition of pedestrian gates. VISIBILITY STUDY: See Location Sketch Train Speed 10 35 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 347 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 841 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/historic depot obstr buildings NW ok none ok none SE obstr trees SE curve in track obstr buildings SW ok none obstr building SW ok* *signal cabin partially obstructs view ok none buildings *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2: See Page 3 DIRECTION/North East DIRECTION/South West DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.099.2 3.2% 25 99.0 4.099.2 3.2% 50 100.2 99.0 0.8% 50 98.4 2.498.1 4.4% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) Jacksonville has estimated roadway approach costs, in the amount of $78,000311,250, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on and to reconfigure the south highway approach curbs and sidewalks to allow for proper placement of the new automatic warning devices, which will also include pedestrian gates in consideration of the significant pedestrian usage by students at the Illinois School for the Visually Impaired and Jacksonville Routt High School, both of which are located immediately adjacent to the crossing. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements311,250. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES.
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40Full Depth Composite 48’ Fair Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street ApproxRidge Road – 358 ft. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South Southeast TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic STOP signs on Ridge Road (Farmdale does not stop stop) ADT & SPEED 1200 3,500 ADT (327% Heavy Commercial Trucks) @ 30 35 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches OK PAVEMENT MARKING None* OK RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 52/day week @ 10 MPH; 1 0 Switch MovementMovements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or BellNo Gates) NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 35 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 248 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 300 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr treesXX Xxxxx. Crossing Angle/buildings NW ok none obstr trees SE ok none obstr building SW ok* *signal cabin partially obstructs view ok none Trees off R.R. XXX Xxxxx. Topograpy/Trees off R.R. ROW XX Xxxxx. Crossing Angle/Trees off R.R. XXX Xxxxx. Topograpy/Trees off R.R. ROW XX Xxxxx. Crossing Angle/Trees off R.R. XXX Xxxxx. Topograpy/Trees off R.R. ROW XX Xxxxx. Crossing Angle/Trees off R.R. XXX Xxxxx. Topograpy/Trees off R.R. ROW *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES**: See Page 3 DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0100.1 +0.3% 25 99.0 4.0100.2 +0.6% 50 100.2 0.899.8 -1.0% 50 98.4 2.499.8 -1.2% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet Grades comply with the minimum grade requirements of 92 Ill. Adm. Code 1535.204 1535.204. Force Account Estimate OOM Railroad: Agency: DOT #: ROADWAY: Toledo, Peoria & Western Railway (TPW) ICC 801780P Farmdale Rd Region: State: COUNTY: CITY: NORTHERN Illinois Tazewell East Peoria DESCRIPTION: OOM Estimate for the Installation of 12" LED FLS&G, bells, new signal bungalow with CWT circuitry, event recorder and remote monitoring. Single Track, 10 MPH Timetable Speed. No costs for utility conflicts included. AGENCY PROJECT NUMBER: TBD ESTIMATE SUBJECT TO REVISION AFTER: 09/22/20 PRELIMINARY ENGINEERING: Contracted & Administrative Engineering Services Subtotal $ 11,200 $ 11,200 CONSTRUCTION & CLOSEOUT: Contracted & Administrative Engineering Services Subtotal $ 13,800 $ 13,800 FLAGGING SERVICE: Contracted or Railroad Flagmen Services 7 Days Subtotal $ 9,800 $ 9,800 UTILITY WORK: Power Service Other Subtotal $ 10,000 $ 10,000 $ - CONTRACT WORK: Outside Services Design & Labor & Material Subtotal $ ‐ $ 151,050 $ 151,050 RAILROAD TRACK: Labor & Material $ ‐ $ - Subtotal RAILROAD SIGNAL & COMMUNICATION: Labor & Material $ ‐ $ - Subtotal PROJECT SUBTOTAL: $ 195,850 Public Project Admin: 4.00% $ 7,834 Contingencies: 10.00% $ 19,585 PROJECT TOTAL: ***************************************************** $ 223,269 CURRENT AUTHORIZED BUDGET: ***************************************************** $ ‐ TOTAL SUPPLEMENT REQUESTED: ***************************************************** $ 223,269 DIVISION OF COST: Agency 95.00% $ 212,106 Railroad 5.00% $ 11,163 NOTE: Estimate is based on FULL CROSSING CLOSURE during work by Railroad Forces & Contractors. This estimate has been prepared based on site conditions, anticipated work duration periods, material prices, labor rates, manpower and resource availability, and other factors known as of the date prepared. The actual cost for the railroad work may differ based upon the agency's requirements, their contractor's work procedures, and/or other conditions that become apparent once construction commences or during the progress of the work. Estimated prepared by: BPB Approved by: Public Project Department DATE: 04/11/19 REVISED: 03/26/20 DATE: 03/26/20 PROJECT STATUS REPORT: TYPE: (CHECK ONE) PROGRESS COMPLETION DATE PROJECT INFORMATION: Reporting Party: Toledo, Peoria & Western Railway Corp. (TPW) Docket/Order #; Date: Status Reports Due: Every 6 Months from Order Date Ordered Completion Date: 12 Months from Order Date Completion Report Due1: Within 5 days of Completion Date AAR/DOT#, Milepost: AAR/DOT #801780P, railroad milepost 106.6 Street, (in/near) City, County: Farmdale Road near E. Peoria, Tazewell Co. Railroad Company: TPW 1Completion reports must be followed by an updated USDOT Inventory Form within 3 months, per FRA requirements. PROJECT MANAGER INFORMATION2: Name: Xx. Xxxx Xxxxxxx Title: AVP Engineering - Genesse & Wyoming Northern Region Railroads Representing: Toledo, Peoria & Western Railway Corp. Street Address: 0000 Xxxxxx Xxx, Xxxxx 000 City, State, Zip: Columbus, OH 43219 Office Phone: Office Fax: Cellular Phone: (000) 000-0000 E-Mail Address: xxxx.xxxxxxx@xxxx.xxx 2Project Manager Information to be submitted by TPW if corrections are needed DESCRIPTION OF IMPROVEMENT(S) ORDERED: Install automatic flashing light signals and gates with a bell, controlled by constant warning time or motion detection circuitry, and equipped with an event recorder and a remote monitoring system. STATUS OF WORK: (use additional blank sheet, if necessary) STIPULATED AGREEMENT 2064 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 000 X. Xxxxxxx Xxxxxx Xxxxxxxxxxx, XX 00000-1827 If you have questions contact: Xxxxx X. Xxxxxxx, Rail Safety Specialist Phone: (000) 000-0000 Email: Xxxxx.Xxxxxxx@xxxxxxxx.xxx A Form 3 can be obtained from the Illinois Commerce Commission by calling (217) 000- 0000 or on the south highway approach to the crossing. Staff recommends that the web at: xxxx://xxx.xxx.xxxxxxxx.xxx/forms/results.aspx?st=4 The billing address for Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the reimbursement is: SIGNAL WORK APPROACH/BRIDGE WORK Illinois Department of Transportation’s (IDOT) Transportation Fiscal Control Unit Bureau of Local Roads and Streets Manual0000 Xxxxx Xxxxxxx Xxxxxxx, Rm. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX 205 Springfield, Illinois 62764 N/A Copies of the United States Department of Transportation Inventory Form #6180.71 can be obtained on the web at: xxxx://xxx.xxx.xxx.xxx/eLib/details/L02727 (PDF) xxxx://xxx.xxx.xxx.xxx/eLib/details/L03076 (Word Document) Submit Inventory forms to: Federal Railroad Administration Office of Safety 0000 Xxx Xxxxxx Xxx, XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC Xxxxxxxxxx, XX 00000 or (data processing contractor) Inventory Crossing Updates FRA Project Office Creative Information Technology, Inc. 0000 X. Xxxxxxx Xxxxx, Xxxxx 0000 Xxxxxxxxx, XX 00000 XxxxXXXxxxxxxx@xxx.xxx And Chief of Data Services Illinois Department of Transportation 0000 X. Xxxxxxx Parkway Springfield, IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES62764 XX.XXXXxxxxxx@Xxxxxxxx.xxx STIPULATED AGREEMENT 2064
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40Full Depth Rubber (2021) 108’ Fair Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South US 36 – 58’ Southwest TRAFFIC CONTROL Traffic Signals Signal at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop US 36 & Airport Rd (Highway-Rail Interconnect) ADT & SPEED 1200 7,300 ADT (32% Heavy Commercial Trucks) @ 30 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-TrucksBuses, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* Yes (faded*) RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 53/day @ 10 30 MPH; 1 , 0 Switch MovementMovements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLSNo Gates); Pre-only, no Gates or Bell) signal Traffic Signal NOTES: *The City needs to refresh renew the railroad advance warning pavement markings (“RXR” ”) on the northeast and Stop Bars on both southwest highway approaches, per in accordance with the minimum requirements of 92 Ill. Adm. Code 1535.310 (Exhibit C1) and the most current edition revision of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 The City also needs to renew the pavement cross-hatching and stop bars on the northeast and southwest highway approaches, in accordance with Exhibit A C2. VISIBILITY STUDY: See Location Sketch Train Speed 10 30 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 297 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 721 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/buildings ok* *glare from vehicle headlights on US 36 may detract from train headlights in hours of darkness obstr. seasonal crops off R.R. R.O.W. NW ok none obstr trees ok* *same as above obstr. seasonal crops off R.R. R.O.W. SE ok none obstr building ok* *same as above obstr. parallel road – train may be approaching from behind SW ok* *signal cabin partially obstructs view ok none same as above obstr. parallel road – train may be approaching from behind *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Location Sketch from 2007 on Page 3 3.1 DIRECTION/South DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.099.4 -2.4% 25 99.0 4.0100.1 -0.4% 50 100.2 0.898.7 -2.8% 50 98.4 2.4100.1 0.0% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES:
Appears in 1 contract
Samples: Stipulated Agreement 2277
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber Asphalt & Asphalt 40Rubber 32’ Fair Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 FtUS 24 – 61 ft. South TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic STOP signs on 1700E (US 24 does not stop stop) ADT & SPEED 1200 500 ADT (324% Heavy Commercial Trucks) @ 30 mph (postedUnposted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches OK PAVEMENT MARKING None* N/A – Oil & Chip RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 53/day Day @ 10 25 MPH; 1 2 Switch MovementMovements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbuck/YIELD Signs NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 25 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 248 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 601 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/buildings NW ok none obstr trees SE ok none obstr building SW okOK None OK* *signal cabin partially obstructs view ok none Tall Crops May Obstruct NW OK None Obstr Farm Buildings/Light Industry off R.R. ROW SE Obstr Train may be approaching from behind driver on US24 Obstr Train may be approaching from behind driver on US24 SW Obstr Train may be approaching from behind driver on US24 Obstr Train may be approaching from behind driver on US24 *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES**: See Page 3 DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0100.3 +1.1% 25 99.0 4.099.6 -1.2% 50 100.2 0.8100.4 +0.3% 50 98.4 2.499.3 -1.1% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet Grades closely comply with the minimum grade requirements of 92 Ill. Adm. Code 1535.204 1535.204. SA 2109 - EXHIBIT A SA 2109 - EXHIBIT B Force Account Estimate OOM Railroad: Agency: DOT #: ROADWAY: Toledo, Peoria & Western Railway (TPW) ILDOT 801898E CR 1700 E Region: State: COUNTY: CITY: NORTHERN IL Woodford Eureka DESCRIPTION: OOM for installation of FLS&G AGENCY PROJECT NUMBER: TBD ESTIMATE SUBJECT TO REVISION AFTER: 05/10/21 PRELIMINARY ENGINEERING: Contracted & Administrative Engineering Services $ 13,400 Subtotal $ 13,400 CONSTRUCTION & CLOSEOUT: Contracted & Administrative Engineering Services $ 11,600 Subtotal $ 11,600 FLAGGING SERVICE: Contracted or Railroad Flagmen Services 7 Days $ 9,800 Subtotal $ 9,800 UTILITY WORK: Power Service Other $ 5,000 $ - Subtotal $ 5,000 CONTRACT WORK: Outside Services Design & Labor & Material $ - $ 151,050 Subtotal $ 151,050 RAILROAD TRACK: Labor & Material $ - Subtotal $ - RAILROAD SIGNAL & COMMUNICATION: Labor & Material $ - Subtotal $ - PROJECT SUBTOTAL: $ 190,850 Public Project Admin: 4.00% $ 7,634 Contingencies: 10.00% $ 19,085 PROJECT TOTAL: ***************************************************** $ 217,569 CURRENT AUTHORIZED BUDGET: ***************************************************** $ - TOTAL SUPPLEMENT REQUESTED: ***************************************************** $ 217,569 DIVISION OF COST: Agency 95.00% $ 206,691 Railroad 5.00% $ 10,878 NOTE: Estimate is based on FULL CROSSING CLOSURE during work by Railroad Forces & Contractors. This estimate has been prepared based on site conditions, anticipated work duration periods, material prices, labor rates, manpower and resource availability, and other factors known as of the date prepared. The actual cost for the railroad work may differ based upon the agency's requirements, their contractor's work procedures, and/or other conditions that become apparent once construction commences or during the progress of the work. Estimated prepared by: BPB Approved by: Public Project Department DATE: 11/11/20 REVISED: 11/11/20 DATE: 11/11/20 PROJECT STATUS REPORT: TYPE: (CHECK ONE) PROGRESS COMPLETION DATE PROJECT INFORMATION: Reporting Party: Toledo, Peoria & Western Railway Corp. (TPW) Docket/Order #; Date: Status Reports Due: Every 6 Months from Order Date Ordered Completion Date: 12 Months from Order Date Completion Report Due1: Within 5 days of Completion Date AAR/DOT#, Milepost: AAR/DOT #801898E, railroad milepost 88.95 Street, (in/near) City, County: 0000X Xxxx near Eureka, Woodford Co. Railroad Company: TPW 1Completion reports must be followed by an updated USDOT Inventory Form within 3 months, per FRA requirements. PROJECT MANAGER INFORMATION2: Name: Xx. Xxxx Xxxxxxx Title: AVP Engineering - Genesse & Wyoming Northern Region Railroads Representing: Toledo, Peoria & Western Railway Corp. Street Address: 0000 Xxxxxx Xxx, Xxxxx 000 City, State, Zip: Columbus, OH 43219 Office Phone: Office Fax: Cellular Phone: (000) 000-0000 E-Mail Address: xxxx.xxxxxxx@xxxx.xxx 2Project Manager Information to be submitted by TPW if corrections are needed DESCRIPTION OF IMPROVEMENT(S) ORDERED: Install automatic flashing light signals and gates with a bell, controlled by constant warning time or motion detection circuitry, and equipped with an event recorder and a remote monitoring system. STATUS OF WORK: (use additional blank sheet, if necessary) STIPULATED AGREEMENT 2109 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 000 X. Xxxxxxx Xxxxxx Xxxxxxxxxxx, XX 00000-1827 If you have questions contact: Xxxxx X. Xxxxxxx, Rail Safety Specialist Phone: (000) 000-0000 Email: Xxxxx.Xxxxxxx@xxxxxxxx.xxx A Form 3 can be obtained from the Illinois Commerce Commission by calling (217) 000- 0000 or on the south highway approach to the crossing. Staff recommends that the web at: xxxx://xxx.xxx.xxxxxxxx.xxx/forms/results.aspx?st=4 The billing address for Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the reimbursement is: SIGNAL WORK APPROACH/BRIDGE WORK Illinois Department of Transportation’s (IDOT) Transportation Fiscal Control Unit Bureau of Local Roads and Streets Manual0000 Xxxxx Xxxxxxx Xxxxxxx, Rm. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX 205 Springfield, Illinois 62764 N/A Copies of the United States Department of Transportation Inventory Form #6180.71 can be obtained on the web at: xxxx://xxx.xxx.xxx.xxx/eLib/details/L02727 (PDF) xxxx://xxx.xxx.xxx.xxx/eLib/details/L03076 (Word Document) Submit Inventory forms to: Federal Railroad Administration Office of Safety 0000 Xxx Xxxxxx Xxx, XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC Xxxxxxxxxx, XX 00000 or (data processing contractor) Inventory Crossing Updates FRA Project Office Creative Information Technology, Inc. 0000 X. Xxxxxxx Xxxxx, Xxxxx 0000 Xxxxxxxxx, XX 00000 XxxxXXXxxxxxxx@xxx.xxx And Chief of Data Services Illinois Department of Transportation 0000 X. Xxxxxxx Parkway Springfield, IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES62764 XX.XXXXxxxxxx@Xxxxxxxx.xxx STIPULATED AGREEMENT 2109
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 N-S Full-Depth Timber & Asphalt 4026’ Fair Fair-Good ROADWAY DATA: See Location Sketch (Page 3) INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South IL 54; 50’ East TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop STOP Signs ADT & SPEED 1200 50 ADT (32% Heavy Commercial Trucks) @ 30 55 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches No PAVEMENT MARKING None* No RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 57/day @ 10 MPH; 1 Switch Movement, Day & Night 50 MPH PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbucks/YIELD Signs NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 50 MPH Roadway Speed 30 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 150 FEET Along Tracks 99 360 FEET Required Reqd. Clearing Sight Distance Dist. (CSD) (Along Tracks) 240 500 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/buildings NO NO NW ok none obstr trees NO NO SE ok none obstr building NO NO SW ok* *signal cabin partially obstructs view ok none NO NO *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Location Sketch (Page 3 3) DIRECTION/North West DIRECTION/South East DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% SEE EXHIBIT A PAGE 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used pay 95% of the cost to install new automatic flashing lights signals & gates, event recorder, remote monitor, and track circuits, and that the CN pay those all remaining installation costs. Since Staff also recommends that the GCPF CN install and maintain temporary STOP Signs at the crossing within 30 days from the date of a Commission Order authorizing the safety improvements is issued by the Commission. The STOP signs shall remain in place until the new automatic warning devices are installed and fully operational. ILLINOIS CENTRAL RAILROAD COMPANY A WHOLLY OWNED SUBSIDIARY OF CANADIAN NATIONAL RAILWAY COMPANY HIGHWAY-RAIL GRADE CROSSING SIGNAL ESTIMATE Est: Date: 21-E004 June 10, 2021 Roadway Name: E 750 N Location: Xxxxxxx, IL Railroad Region: Southern Railroad Subdivision: Xxxxxx Railroad Milepost: 106.10 DOT Crossing No.: 289353N Description of Work: Install flashing light signals (LED) with gates and bell controlled by constant warning time circuitry in a Motor new pre-wired bungalow. MISCELLANEOUS MATERIAL Item Quantity Units Unit Cost Cost Backfill 100 TON $ 85.00 $ 8,500.00 Signal Material 1 LOT $ 1,000.00 $ 1,000.00 Generator - RedHawk Fuel TaxCell 1 EACH $ 21,000.00 $ 21,000.00 ========= SUBTOTAL MISCELLANEOUS MATERIAL $ 30,500.00 CROSSING PACKAGE MATERIAL Item Quantity Units Unit Cost Cost Pre-based funding sourcewired Aluminum Bungalow, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s 8'x8' 1 EACH $ 32,000.00 $ 32,000.00 ElectrologIXS XP4, 1 Track (IDOTredundant) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY 1 EACH $ 17,000.00 $ 17,000.00 XIP-20B Interface Panel, wall mount & cable 2 EACH $ 500.00 $ 1,000.00 DAU crossing monitor 1 EACH $ 2,070.00 $ 2,070.00 WSDMM module 1 EACH $ 4,500.00 $ 4,500.00 Modem, Cellular 1 EACH $ 3,375.00 $ 3,375.00 Converter, 12VDC/12VDC 1 EACH $ 1,400.00 $ 1,400.00 Antenna with 36” Pole Kit 1 EACH $ 1,500.00 $ 1,500.00 Narrow-band shunt, multifrequency 2 EACH $ 500.00 $ 1,000.00 Shunt/Coupler Enclosure 2 EACH $ 550.00 $ 1,100.00 Rectifier, NRS HF-MAX 2 EACH $ 1,600.00 $ 3,200.00 Battery, Ni-Cad, SPL 250 AH 11 EACH $ 200.00 $ 2,200.00 Battery, Ni-Cad, SPL 340 AH 10 EACH $ 275.00 $ 2,750.00 Foundation, Gate 2 EACH $ 1,100.00 $ 2,200.00 LED Flasher & Gate Assy, 2-Way 2 EACH $ 9,200.00 $ 18,400.00 Gate Arm 2 EACH $ 750.00 $ 1,500.00 Gatekeeper 2 EACH $ 1,900.00 $ 3,800.00 Bell, Electronic 1 EACH $ 385.00 $ 385.00 Track Wire, 2c#6 300 FEET $ 1.60 $ 480.00 Power Cable,3c#2 500 FEET $ 7.60 $ 3,800.00 Signal Cable, 16c(7c#6,9c#14) 300 FEET $ 5.40 $ 1,620.00 ========= SUBTOTAL CROSSING PACKAGE MATERIAL $ 105,280.00 ========= TOTAL MATERIAL $ 135,780.00 SIGNAL LABOR Item Gang Days Cost/Day Cost 6-man Gang SUBTOTAL SIGNAL LABOR 12 $ 3,100.00 $ 37,200.00 ========= $ 37,200.00 MISCELLANEOUS LABOR Item Quantity Units Unit Cost Cost Preliminary Engineering 1 REM & REPL CURB AND GUTTER L.S. $ 2,500.00 $ 2,500.00 Construction Engineering 1 L.S. $ 300.00 $ 300.00 Accounting SUBTOTAL MISCELLANEOUS LABOR 1 L.S. $ 200.00 $ 200.00 ========= $ 3,000.00 TOTAL LABOR ========= $ 40,200.00 OTHER Item Quantity Units Unit Cost Cost Contractor/Rented Equipment 1 L.S. $ 7,500.00 $ 7,500.00 Directional Boring (By Others) 125 FT $ 75.00 200 41.00 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT 5,125.00 Power Service, AC 1 L.S. $ 30.00 32 30,000.00 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD 30,000.00 Freight on Crossing Package 1 L.S. $ 20.00 370 5,000.00 $ 7,400.00 4 HMA BC IL 19.0 N50 TON 5,000.00 Construction Engineering (Contracted) 1 L.S. $ 8,000.00 $ 8,000.00 Per Diem/Business Expense 1 L.S. $ 18,000.00 $ 18,000.00 Sales Tax on Material TOTAL OTHER 1 L.S. $ 7,370.00 $ 7,370.00 ========= $ 80,995.00 TOTAL DIRECT COSTS ========= $ 256,975.00 Material Material Additive 5.00% $ 135,780.00 $ 6,789.00 Signal Labor Signal Labor Additive 159.61% $ 37,200.00 $ 59,375.00 Engineering Labor Engineering Labor Additive 159.61% $ 2,800.00 $ 4,469.00 Accounting Labor Accounting Labor Additive 159.61% $ 200.00 110 $ 22,000.00 319.00 Other TOTAL DIRECT COSTS $ 80,995.00 ========= $ 256,975.00 ========= TOTAL FHWA ADDITIVES $ 70,952.00 ========= GRAND TOTAL FHWA BASIS $ 327,927.00 PROJECT STATUS REPORT: TYPE: (CHECK ONE) DATE PROGRESS COMPLETION PROJECT INFORMATION: Reporting Party: CN 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 P HMA SC Days after completion of work AAR/DOT#, Milepost: 289353N, railroad milepost 106.10-D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING Street, (ESTIMATED AT 20%in/near) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING City, County: 000X Xxxx, near Teutopolis, Effingham County Railroad Company: Illinois Central Railroad Company PROJECT MANAGER INFORMATION: Name: Xxxx Xxxxxxx Title: Manager, Public Works Representing: CN Street Address: 0000 X. 0xx Xxxxxx City, State, Zip: Waterloo, IA 50703-3926 Office Phone: (ROUNDED FOR BUDGET REASONS000) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92000-0000 Office Fax: TRANSPORTATION CHAPTER IIICellular Phone: ILLINOIS COMMERCE COMMISSION SUBCHAPTER cE-Mail Address: RAIL CARRIERS PART 1535 CROSSINGS xxxxxxxx.xxxxxxx@xx.xx DESCRIPTION OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHESIMPROVEMENT(S) ORDERED:
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Main Full Depth Timber & Asphalt 4032’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South N/A TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop None ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) 150 Vehicles Per Day @ 30 mph (posted) 55 MPH unposted TRAFFIC TYPE Passenger, School Bus, Semi-TrucksBuses, Hazardous Materials, all possible. Other ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5/5 Per day @ 10 60 MPH; 1 Switch Movement, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbucks w/ YIELD signs NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 49 MPH Roadway Speed 30 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 518 FEET Along Tracks 99 530 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 1,177 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION SE * OK * Crops NW * OK 200’* Trees SW * OK 300’* “ NE ok none obstr trees/buildings NW ok none obstr trees SE ok none obstr building SW ok* *signal cabin partially obstructs view ok none OK * Crops *Note: Automatic The installation of automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Page 3 Location Sketch DIRECTION: EAST/North NORTH DIRECTION: WEST/South SOUTH DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% See Exhibit A Page 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a an Aerial View (Location Sketch (Aerial PhotoSketch) of the crossing. The City Staff of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff Rail Safety Section recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 10095% of the costs for to install automatic flashing light signals and gates, and the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to BNSF Railway Company pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those remaining installation costs, as well as all future operating and maintenance costs. Since SA 2192 EXH. A3, Page 3 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR STATE OF ILLINOIS LOCATION AYERS TO MP 89 DETAILS OF ESTIMATE PLAN ITEM : 000349225 VERSION : 1 PURPOSE, JUSTIFICATION AND DESCRIPTION DOE RUN RD - XXXXX, IL; INSTALL CONSTANT WARNING / FLASHERS / GATES; CHICAGO DIV; BEARDSTOWN SUBDIV; LS 13; MP 86.93; DOT# 069137N; SEQ# 88182. MONTHLY POWER UTILITY COST CENTER : 61690. THE MATERIAL LIST BELOW REFLECTS TYPICAL REPRESENTATIVE PACKAGES USED FOR ESTIMATING PURPOSES ONLY. THIS ESTIMATE IS GOOD FOR 180 DAYS. THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR, MATERIAL, AND OVERHEAD. CONTRACTS HAVE BEEN ESTABLISHED FOR PORTIONS OF SIGNAL WORK ON THE BNSF RAILROAD. ******************************* SIGNAL WORK ONLY ******************************* THE STATE OF ILLINOIS IS FUNDING 95% OF THIS PROJECT, BNSF IS FUNDING 5%. MAINTAIN PROPRIETARY CONFIDENTIALITY. PRIMARY FUNDING SOURCE IS FHWA ** BUY AMERICA(N) APPLIES ** DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** ELECTRICAL LABOR F/SIGNAL EQUIPMENT 54.0 MH 2,697 SIGNAL FIELD - INSTALL 872.0 MH 36,595 SIGNAL SHOP LABOR - CAP 0.01 MH 1 PAYROLL ASSOCIATED COSTS 25,685 DA OVERHEADS 42,644 EQUIPMENT EXPENSES 8,737 INSURANCE EXPENSES 6,875 TOTAL LABOR COST 123,234 123,234 ************* MATERIAL ************* ARRESTOR, MDSA-2 XS 1.0 EA N 737 BATTERY, VGL-255 10.0 EA N 2,597 BATTERY, VGL-350 9.0 EA N 3,053 BELLS 2.0 EA N 414 BERM WALL, STEEL 6' 20.0 FT N 5,079 BUNGALOW 8X8 W/ AC 1.0 LS N 14,458 BUNGALOW MATERIAL 1.0 LS N 7,564 CABLE, 2C/6 TW 500.0 FT N 715 CABLE, 3C/2 250.0 FT N 1,713 CABLE, 5C/10 70.0 FT N 150 CABLE, 5C/6 500.0 FT N 2,400 CABLE, 7C/14 500.0 FT N 990 CHARGERS, 12/80 (20/40/60) 2.0 EA N 3,009 CONSTANT WARNING, XP4, 1TK 1.0 EA N 17,362 ELECTRICAL MATERIAL 1.0 LS N 1,500 EVENT RECORDER 1.0 EA N 5,684 FIELD MATERIAL 1.0 LS N 7,372 FILL DIRT 40.0 CY N 1,000 FOUNDATION, CONCRETE 2.0 EA N 550 GATE KEEPER 2.0 EA N 2,746 GATE MECHANISM, S-60 2.0 EA N 10,961 LED LIGHT 8.0 EA N 1,800 SHUNT, NBS 2.0 EA N 1,971 SURFACE ROCK 20.0 CY N 1,000 USE TAX 8,549 OFFLINE TRANSPORTATION 1,181 TOTAL MATERIAL COST 104,555 104,555 ********** OTHER SA 2192 EXH. B1, Page 1 ********** AC POWER SERVICE 1.0 EA N 10,000 BUNGALOW, WIRE AND TEST 1.0 LS N 5,121 CONTRACT ENGINEERING 1.0 LS N 8,000 CONTRACT FLAGGING/SIGNS/CONES 1.0 LS N 5,000 DIRECTIONAL BORING 150.0 FT N 7,500 TOTAL OTHER ITEMS COST 35,621 35,621 PROJECT SUBTOTAL 263,410 CONTINGENCIES 26,341 BILL PREPARATION FEE 2,898 GROSS PROJECT COST 292,649 LESS COST PAID BY BNSF 14,634 TOTAL BILLABLE COST 278,015 SA 2192 EXH. B1, Page 2 SA 2192 EXH. B1, Page 3 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR STATE OF ILLINOIS LOCATION AYERS TO MP 89 DETAILS OF ESTIMATE PLAN ITEM : 000349226 VERSION : 2 PURPOSE, JUSTIFICATION AND DESCRIPTION XXXXX ROAD - XXXXX, IL; INSTALL CONSTANT WARNING / FLASHERS / GATES; CHICAGO DIV; BEARDSTOWN SUBDIV; LS 13; MP 86.13; DOT# 069140W; SEQ# 88181. MONTHLY POWER UTILITY COST CENTER : 61690. THE MATERIAL LIST BELOW REFLECTS TYPICAL REPRESENTATIVE PACKAGES USED FOR ESTIMATING PURPOSES ONLY. THIS ESTIMATE IS GOOD FOR 180 DAYS. THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR, MATERIAL, AND OVERHEAD. CONTRACTS HAVE BEEN ESTABLISHED FOR PORTIONS OF SIGNAL WORK ON THE BNSF RAILROAD. ******************************* SIGNAL WORK ONLY ******************************* THE STATE OF ILLINOIS IS FUNDING 95% OF THIS PROJECT, BNSF IS FUNDING 5%. MAINTAIN PROPRIETARY CONFIDENTIALITY. PRIMARY FUNDING SOURCE IS FHWA ** BUY AMERICA(N) APPLIES ** DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** ELECTRICAL LABOR F/SIGNAL EQUIPMENT 54.0 MH 2,787 SIGNAL FIELD - INSTALL 1288.0 MH 55,858 SIGNAL SHOP LABOR - CAP 0.01 MH 1 PAYROLL ASSOCIATED COSTS 38,335 DA OVERHEADS 63,647 EQUIPMENT EXPENSES 13,041 INSURANCE EXPENSES 10,262 TOTAL LABOR COST 183,931 183,931 ************* MATERIAL ************* ARRESTOR, MDSA-2 XS 1.0 EA N 734 BATTERY, VGL-255 10.0 EA N 2,585 BATTERY, VGL-350 9.0 EA N 3,039 BELLS 2.0 EA N 412 BERM WALL, STEEL 6' 75.0 FT N 18,956 BUNGALOW 8X8 W/ AC 1.0 LS N 14,390 BUNGALOW MATERIAL 1.0 LS N 7,564 CABLE, 2C/6 TW 500.0 FT N 745 CABLE, 3C/2 250.0 FT N 1,793 CABLE, 5C/10 70.0 FT N 157 CABLE, 5C/6 500.0 FT N 2,505 CABLE, 7C/14 500.0 FT N 1,030 CHARGERS, 12/80 (20/40/60) 2.0 EA N 2,995 CONSTANT WARNING, XP4, 1TK 1.0 EA N 17,280 ELECTRICAL MATERIAL 1.0 LS N 1,500 EVENT RECORDER 1.0 EA N 5,657 FIELD MATERIAL 1.0 LS N 7,372 FILL DIRT 135.0 CY N 3,375 FOUNDATION, CONCRETE 2.0 EA N 547 GATE KEEPER 2.0 EA N 2,733 GATE MECHANISM, S-60 2.0 EA N 10,909 LED LIGHT 8.0 EA N 1,792 SHUNT, NBS 2.0 EA N 1,982 SURFACE ROCK 50.0 CY N 2,500 X-MP 85.10 - CHARGERS, 12/80 (20/40/60) 1.0 EA N 1,498 X-MP 85.10 - RELAY 2.0 EA N 1,500 USE TAX 10,422 OFFLINE TRANSPORTATION 1,440 TOTAL MATERIAL COST 127,412 127,412 SA 2192 EXH. B2, Page 1 ********** OTHER ********** AC POWER SERVICE 1.0 EA N 5,000 BUNGALOW, WIRE AND TEST 1.0 LS N 5,275 CONTRACT ENGINEERING 1.0 LS N 10,000 CONTRACT FLAGGING/SIGNS/CONES 1.0 LS N 5,000 DIRECTIONAL BORING 150.0 FT N 7,500 TOTAL OTHER ITEMS COST 32,775 32,775 PROJECT SUBTOTAL 344,118 CONTINGENCIES 34,411 BILL PREPARATION FEE 3,786 GROSS PROJECT COST 382,315 LESS COST PAID BY BNSF 19,118 TOTAL BILLABLE COST 363,197 SA 2192 EXH. B2, Page 2 SA 2192 EXH. B2, Page 3 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR STATE OF ILLINOIS LOCATION MP 89 DETAILS OF ESTIMATE PLAN ITEM : 000353742 VERSION : 1 PURPOSE, JUSTIFICATION AND DESCRIPTION SKI CLUB ROAD - SMITHBORO, IL; INSTALL CONSTANT WARNING / FLASHERS / GATES; CHICAGO DIV; BEARDSTOWN SUBDIV; LS 0013; MP 89.85; DOT# 069146M; SEQ# 88180. MONTHLY POWER UTILITY COST CENTER : 61690. THE MATERIAL LIST BELOW REFLECTS TYPICAL REPRESENTATIVE PACKAGES USED FOR ESTIMATING PURPOSES ONLY. THIS ESTIMATE IS GOOD FOR 180 DAYS. THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR, MATERIAL, AND OVERHEAD. CONTRACTS HAVE BEEN ESTABLISHED FOR PORTIONS OF SIGNAL WORK ON THE BNSF RAILROAD. ******************************* SIGNAL WORK ONLY ******************************* THE STATE OF OKLAHOMA IS FUNDING 95% OF THIS PROJECT, BNSF IS FUNDING 5%. MAINTAIN PROPRIETARY CONFIDENTIALITY. PRIMARY FUNDING SOURCE IS FHWA ** BUY AMERICA(N) APPLIES ** DESCRIPTION QUANTITY U/M COST TOTAL $ ********** LABOR ********** ELECTRICAL LABOR F/SIGNAL EQUIPMENT 54.0 MH 2,787 SIGNAL FIELD - INSTALL 688.0 MH 29,838 SIGNAL SHOP LABOR - CAP 0.01 MH 1 PAYROLL ASSOCIATED COSTS 21,326 DA OVERHEADS 35,408 EQUIPMENT EXPENSES 7,254 INSURANCE EXPENSES 5,708 TOTAL LABOR COST 102,322 102,322 ************* MATERIAL ************* ARRESTOR, MDSA-2 XS 1.0 EA N 734 BATTERY, VGL-255 10.0 EA N 2,585 BATTERY, VGL-350 9.0 EA N 3,039 BELLS 2.0 EA N 412 BUNGALOW 8X8 W/ AC 1.0 LS N 14,390 BUNGALOW MATERIAL 1.0 LS N 7,564 CABLE, 2C/6 TW 500.0 FT N 745 CABLE, 3C/2 250.0 FT N 1,793 CABLE, 5C/10 70.0 FT N 157 CABLE, 5C/6 500.0 FT N 2,505 CABLE, 7C/14 500.0 FT N 1,030 CHARGERS, 12/80 (20/40/60) 2.0 EA N 2,995 CONSTANT WARNING, XP4, 1TK 1.0 EA N 17,280 ELECTRICAL MATERIAL 1.0 LS N 1,500 EVENT RECORDER 1.0 EA N 5,657 FIELD MATERIAL 1.0 LS N 7,372 FILL DIRT 20.0 CY N 500 FOUNDATION, CONCRETE 2.0 EA N 547 GATE KEEPER 2.0 EA N 2,733 GATE MECHANISM, S-60 2.0 EA N 10,909 LED LIGHT 8.0 EA N 1,792 SHUNT, NBS 2.0 EA N 1,982 SURFACE ROCK 10.0 CY N 500 X-MP 90.24 - RELAY 1.0 EA N 750 USE TAX 8,069 OFFLINE TRANSPORTATION 1,114 TOTAL MATERIAL COST 98,654 98,654 ********** SA 2192 EXH. B3, Page 1 OTHER ********** BUNGALOW, WIRE AND TEST 1.0 LS N 5,275 CONTRACT ENGINEERING 1.0 LS N 9,000 DIRECTIONAL BORING 150.0 FT N 7,500 TOTAL OTHER ITEMS COST 21,775 21,775 PROJECT SUBTOTAL 222,751 CONTINGENCIES 22,275 BILL PREPARATION FEE 2,451 GROSS PROJECT COST 247,477 LESS COST PAID BY BNSF 12,375 TOTAL BILLABLE COST 235,102 SA 2192 EXH. B3, Page 2 SA 2192 EXH. B3, Page 3 PROJECT STATUS REPORT: TYPE: (CHECK ONE) PROGRESS COMPLETION DATE PROJECT INFORMATION: Reporting Party: BNSF Railway Company Docket/Order #; Date: Status Reports Due: Every 6 months Ordered Completion Date: Completion Report Due1: Within 18 months of Order date AAR/DOT#, Milepost: 069137N, MP 86.93-LS13; 069140W, MP 86.13-LS13; 069146M, MP 89.85-LS13 Street, (in/near) City, County Doe Run Rd.; Xxxxx Xx. & Ski Club Rd., Near Sorento, Bond County Railroad Company: BNSF Railway Company 1Completion reports involving changes to the GCPF is a Motor Fuel Taxrailroad crossing must include an updated USDOT Inventory Form. PROJECT MANAGER INFORMATION2: Name: Xxxxx Xxxxxxxxx Title: Manager Public Projects Representing: BNSF Railway Company Street Address: 0000 Xxxxxx Xxxxxx City, State, Zip: Kansas City, KS 66106 Office Phone: (000) 000-based funding source0000 Office Fax: Cellular Phone: (000) 000-0000 E-Mail Address: Xxxxx.Xxxxxxxxx@XXXX.xxx 2Project Manager Information to be submitted by Railroad Company DESCRIPTION OF IMPROVEMENT(S) ORDERED: ⮚ Install new automatic flashing light signals and gates controlled by constant warning time circuitry at the Doe Run Rd., Xxxxx Xx., and Ski Club Rd. crossings. STATUS OF WORK: STIPULATED AGREEMENT 2192 EXHIBIT C Page 1 Mail directed to the highway approach design should also meet Rail Safety Section or the minimum 3R guidelines for existing highways contained in Chapter 33 Director of Processing and Information, Transportation Bureau of the Commission should be addressed to: Illinois Commerce Commission 000 X. Xxxxxxx Xxxxxx Xxxxxxxxxxx, XX 00000-1827 If you have questions contact: Xxxxx Xxxxxxx, Rail Safety Specialist Phone: (000) 000-0000 Email: xxxxx.xxxxxxx@xxxxxxxx.xxx A Form 3 can be obtained from the Illinois Commerce Commission by calling (217) 000- 0000 or on the web at: xxxx://xxx.xxx.xxxxxxxx.xxx/forms/results.aspx?st=4 The billing address for Grade Crossing Protection Fund reimbursement is: SIGNAL WORK APPROACH WORK Illinois Department of Transportation’s (IDOT) Transportation Fiscal Control Unit Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX 0000 X. Xxxxxxx Parkway Springfield, IL 62764 Copies of the United States Department of Transportation Inventory Form #6180.71 can be obtained on the web at: xxxx://xxx.xxx.xxx.xxx/eLib/details/L02727 (PDF) xxxx://xxx.xxx.xxx.xxx/eLib/details/L03076 (Word Document) Submit Inventory forms to: Federal Railroad Administration Office of Safety 0000 Xxx Xxxxxx Xxx, XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC Xxxxxxxxxx, XX 00000 or (data processing contractor) Inventory Crossing Updates FRA Project Office Creative Information Technology, Inc. 0000 X. Xxxxxxx Xxxxx, Xxxxx 0000 Xxxxxxxxx, XX 00000 XxxxXXXxxxxxxx@xxx.xxx And Chief of Data Services Illinois Department of Transportation 0000 X. Xxxxxxx Parkway Springfield, IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER c: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHES62764 XX.XXXXxxxxxx@Xxxxxxxx.xxx STIPULATED AGREEMENT 2192
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Main Full Depth Timber & Asphalt 4024’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South N/A TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop None ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) 75 Vehicles Per Day @ 30 mph (posted) 55 MPH unposted TRAFFIC TYPE Passenger, School Bus, Semi-TrucksBuses, Hazardous Materials, all possible. Other ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5/5 Per day @ 10 60 MPH; 1 Switch Movement, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbucks w/ YIELD signs NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 49 MPH Roadway Speed 30 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 518 FEET Along Tracks 99 530 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 1,177 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr trees/buildings * OK 100’* Trees NW ok none obstr trees * OK 100’* “ SE ok none obstr building * OK 100’* “ SW ok* *signal cabin partially obstructs view ok none OK 100’* “ *Note: Automatic The installation of automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Page 3 Location Sketch DIRECTION: EAST/North NORTH DIRECTION: WEST/South SOUTH DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% See Exhibit A Page 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a an Aerial View (Location Sketch (Aerial PhotoSketch) of the crossing. The City Staff of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff Rail Safety Section recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 10095% of the costs for to install automatic flashing light signals and gates, and the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to BNSF Railway Company pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those remaining installation costs, as well as all future operating and maintenance costs. Since the GCPF is a Motor Fuel Tax-based funding sourceSA 2192 EXH. A1, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 Page 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER cSTIPULATED AGREEMENT CROSSING DATA FORM GENERAL INFORMATION: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHESSee Location Sketch RAILROAD BNSF Railway Company USDOT#, MILEPOST 069140W, 86.13-LS13 STREET, CITY, COUNTY Xxxxx Xx., near Sorento, Bond County JURISDICTION (RDWY) LaGrange Township Road District LOCATION Rural STREET SURFACE 18’ Oil & Chip; Fair Condition CROSSING DATA: See Location Sketch for roadway profile and track centers
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Main Full Depth Timber & Asphalt 4032’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Washington Street ApproxFifteenth Ave. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South @ 150’ south TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop None ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) 100 Vehicles Per Day @ 30 mph (posted) MPH TRAFFIC TYPE Passenger, School Bus, Semi-TrucksBuses, Hazardous Materials, all possible. Other ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5/5 Per day @ 10 60 MPH; 1 Switch Movement, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbucks w/ YIELD signs NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 49 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 220 FEET Along Tracks 99 484 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 1,177 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION SE * OK * OK NW * OK 400’* Trees SW * OK 200’* “ NE ok none obstr trees/buildings NW ok none obstr trees SE ok none obstr building SW ok* *signal cabin partially obstructs view ok none OK 100’* “ *Note: Automatic The installation of automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Page 3 Location Sketch DIRECTION: EAST/North NORTH DIRECTION: WEST/South SOUTH DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% See Exhibit A Page 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a an Aerial View (Location Sketch (Aerial PhotoSketch) of the crossing. The City Staff of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff Rail Safety Section recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 10095% of the costs for to install automatic flashing light signals and gates, and the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to BNSF Railway Company pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those remaining installation costs, as well as all future operating and maintenance costs. Since the GCPF is a Motor Fuel Tax-based funding sourceSA 2192 EXH. A2, the highway approach design should also meet the minimum 3R guidelines for existing highways contained in Chapter 33 of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual. SA 2017 - EXHIBIT B EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS SA 2017 - EXHIBIT B1 PRELIMINARY SCHEDULE OF PRICES ITEM NO. ITEMS UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT $ 75.00 200 $ 15,000.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 Page 3 BIT SURF REM VARIABLE DEPTH SQ YD $ 20.00 370 $ 7,400.00 4 HMA BC IL 19.0 N50 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON $ 250.00 31 $ 7,750.00 6 P BIT MATLS PR CT GAL $ 15.00 55 $ 825.00 7 RR PROTECTIVE LIABILITY INSURANCE LSUM $ 10,000.00 1 $ 10,000.00 BUDGET CONSTRUCTION IMPROVEMENTS. $ 63,935.00 ROUND FOR BUDGET REASONS $ 65,000.00 BUDGET ENGINEERING (ESTIMATED AT 20%) $ 12,787.00 ROUND FOR BUDGET REASONS $ 13,000.00 78,000.00 $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535 SA 2017 - EXHIBIT C Page 1 TITLE 92: TRANSPORTATION CHAPTER III: ILLINOIS COMMERCE COMMISSION SUBCHAPTER cSTIPULATED AGREEMENT CROSSING DATA FORM GENERAL INFORMATION: RAIL CARRIERS PART 1535 CROSSINGS OF RAIL CARRIERS AND HIGHWAYS SECTION 1535.204 GRADE LINE OF HIGHWAY APPROACHESSee Location Sketch RAILROAD BNSF Railway Company USDOT#, MILEPOST 069146M, 89.85-LS13 STREET, CITY, COUNTY Ski Club Rd., near Sorento, Bond County JURISDICTION (RDWY) LaGrange Township Road District LOCATION Rural STREET SURFACE 18’ Oil & Chip; Fair Condition CROSSING DATA: See Location Sketch for roadway profile and track centers
Appears in 1 contract
Samples: Stipulated Agreement
