SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40’ Fair 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* 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). VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH 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. 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 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. 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. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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
Appears in 1 contract
Samples: Agreement to Railway Improvements
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 E-W Full-Depth Timber & Asphalt 4020’ Fair Fair-Good INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South IL 33; 50’ East TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop STOP Signs ADT & SPEED 1200 75 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 FREIGHT TRAFFIC 58/day @ 10 MPH; 1 Switch Movement, Day & Night 40 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). VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 40 MPH Roadway Speed 30 55 MPH 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. 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 GRADES2GRADES: See Location Sketch (Page 3) SEE EXHIBIT A PAGE 3 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. 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) 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 all remaining installation costs. Staff also recommends that St. Xxxxxxx Township Road District be required to pay 100% of the estimated approach costscosts to install Advance Warning Signs (W10-1) along both roadway approaches to the crossing, in an amount not to exceed $78,000. Staff would normally recommend that per the City pay 100% minimum requirements of the costs for the approach grade improvements. Due to documented financial hardship Manual on Uniform Traffic Control Devices (Exhibit DMUTCD), the City is unable to pay the costs for the approach grade improvementscurrent edition, and 92 Ill. Adm. Code 1535.310 (see Exhibit C). Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costsILLINOIS CENTRAL RAILROAD COMPANY A WHOLLY OWNED SUBSIDIARY OF CANADIAN NATIONAL RAILWAY COMPANY HIGHWAY-RAIL GRADE CROSSING SIGNAL ESTIMATE 21-E007 June 9, 2021 Roadway Name: 1800th Road Location: Teutopolis, IL Railroad Region: Southern Railroad Subdivision: Effingham Railroad Milepost: 172.20 DOT Crossing No.: 292657H Description of Work: Install flashing light signals (LED) with gates and bell controlled by constant warning time circuitry in a new pre-wired bungalow. Since the GCPF is Backfill 100 TON $ 85.00 $ 8,500.00 Signal Material 1 LOT $ 1,000.00 $ 1,000.00 Generator - RedHawk Fuel Cell 1 EACH $ 21,000.00 $ 21,000.00 ========= SUBTOTAL MISCELLANEOUS MATERIAL $ 30,500.00 Pre-wired Aluminum Bungalow, 8'x8' 1 EACH $ 32,000.00 $ 32,000.00 ElectrologIXS XP4, 1 Track (redundant) 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 3 EACH $ 500.00 $ 1,500.00 Shunt/Coupler Enclosure 3 EACH $ 550.00 $ 1,650.00 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 1 EACH $ 9,200.00 $ 9,200.00 LED Flasher & Gate Assy, 2-Way, 2-Sidelight 1 EACH $ 11,000.00 $ 11,000.00 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 $ 108,130.00 ========= TOTAL MATERIAL $ 138,630.00 6-man Gang SUBTOTAL SIGNAL LABOR 12 $ 3,100.00 $ 37,200.00 ========= $ 37,200.00 Preliminary Engineering 1 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 Contractor/Rented Equipment 1 L.S. $ 7,500.00 $ 7,500.00 Directional Boring (By Others) 125 FT $ 41.00 $ 5,125.00 Power Service, AC 1 L.S. $ 30,000.00 $ 30,000.00 Freight on Crossing Package 1 L.S. $ 5,000.00 $ 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. $ 7,569.00 $ 7,569.00 ========= $ 81,194.00 TOTAL DIRECT COSTS ========= $ 260,024.00 Material Material Additive 5.00% $ 138,630.00 $ 6,932.00 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 $ 319.00 Other TOTAL DIRECT COSTS $ 81,194.00 ========= $ 260,024.00 ========= TOTAL FHWA ADDITIVES $ 71,095.00 ========= GRAND TOTAL FHWA BASIS $ 331,119.00 ILLINOIS CENTRAL RAILROAD COMPANY A WHOLLY OWNED SUBSIDIARY OF CANADIAN NATIONAL RAILWAY COMPANY HIGHWAY-RAIL GRADE CROSSING SIGNAL ESTIMATE 21-E006 June 9, 2021 Roadway Name: 1900th Street Location: Teutopolis, IL Railroad Region: Southern Railroad Subdivision: Effingham Railroad Milepost: 171.40 DOT Crossing No.: 292654M 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. 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 Pre-based funding sourcewired Aluminum Bungalow, the highway approach design should also meet the minimum 3R guidelines for existing highways contained 8'x8' 1 EACH $ 32,000.00 $ 32,000.00 ElectrologIXS XP4, 1 Track (redundant) 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 1 EACH $ 9,200.00 $ 9,200.00 LED Flasher & Gate Assy, 2-Way, 2-Sidelight 1 EACH $ 11,000.00 $ 11,000.00 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 $ 107,080.00 ========= TOTAL MATERIAL $ 137,580.00 6-man Gang SUBTOTAL SIGNAL LABOR 12 $ 3,100.00 $ 37,200.00 ========= $ 37,200.00 Preliminary Engineering 1 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 Contractor/Rented Equipment 1 L.S. $ 7,500.00 $ 7,500.00 Directional Boring (By Others) 125 FT $ 41.00 $ 5,125.00 Power Service, AC 1 L.S. $ 30,000.00 $ 30,000.00 Freight on Crossing Package 1 L.S. $ 5,000.00 $ 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. $ 7,496.00 $ 7,496.00 ========= $ 81,121.00 TOTAL DIRECT COSTS ========= $ 258,901.00 Material Material Additive 5.00% $ 137,580.00 $ 6,879.00 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 $ 319.00 Other TOTAL DIRECT COSTS $ 81,121.00 ========= $ 258,901.00 ========= TOTAL FHWA ADDITIVES $ 71,042.00 ========= GRAND TOTAL FHWA BASIS $ 329,943.00 ILLINOIS CENTRAL RAILROAD COMPANY A WHOLLY OWNED SUBSIDIARY OF CANADIAN NATIONAL RAILWAY COMPANY HIGHWAY-RAIL GRADE CROSSING SIGNAL ESTIMATE 21-E005 June 9, 2021 Roadway Name: 1950th Street Location: Teutopolis, IL Railroad Region: Southern Railroad Subdivision: Effingham Railroad Milepost: 170.70 DOT Crossing No.: 292651S Description of Work: Install flashing light signals (LED) with gates and bell controlled by constant warning time circuitry in Chapter 33 of the Illinois Department of Transportation’s a new pre-wired bungalow. Backfill 100 TON $ 85.00 $ 8,500.00 Signal Material 1 LOT $ 1,000.00 $ 1,000.00 Generator - RedHawk Fuel Cell 1 EACH $ 21,000.00 $ 21,000.00 ========= SUBTOTAL MISCELLANEOUS MATERIAL $ 30,500.00 Pre-wired Aluminum Bungalow, 8'x8' 1 EACH $ 32,000.00 $ 32,000.00 ElectrologIXS XP4, 1 Track (IDOTredundant) Bureau of Local Roads and Streets Manual. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS PRELIMINARY SCHEDULE OF PRICES 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 1 EACH $ 9,200.00 $ 9,200.00 LED Flasher & Gate Assy, 2-Way, 2-Sidelight 1 EACH $ 11,000.00 $ 11,000.00 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 $ 107,080.00 ========= TOTAL MATERIAL $ 137,580.00 6-man Gang SUBTOTAL SIGNAL LABOR 12 $ 3,100.00 $ 37,200.00 ========= $ 37,200.00 Preliminary Engineering 1 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 Contractor/Rented Equipment 1 L.S. $ 7,500.00 $ 7,500.00 Directional Boring (By Others) 125 FT $ 41.00 $ 5,125.00 Power Service, AC 1 L.S. $ 30,000.00 $ 30,000.00 Freight on Crossing Package 1 L.S. $ 5,000.00 $ 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. $ 7,496.00 $ 7,496.00 ========= $ 81,121.00 TOTAL DIRECT COSTS ========= $ 258,901.00 Material Material Additive 5.00% $ 137,580.00 $ 6,879.00 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 $ 319.00 Other TOTAL DIRECT COSTS $ 81,121.00 ========= $ 258,901.00 ========= TOTAL FHWA ADDITIVES $ 71,042.00 ========= GRAND TOTAL FHWA BASIS $ 329,943.00 ITEM NO. ITEMS # ITEM QUANTITY UNIT UNIT PRICE QUANTITY TOTAL 1 REM & REPL CURB AND GUTTER FT EARTH EXCAVATION 75 CY $ 75.00 200 8.00 $ 15,000.00 600.00 2 BIT SURF REM BUTT JOINT FT $ 30.00 32 $ 960.00 3 BIT SURF REM VARIABLE DEPTH SQ YD FURNISHED EXCAVATION 350 CY $ 20.00 370 $ 7,400.00 7,000.00 3 MILL/SHAPE/&COMPACT EXISTING ROADWAY 550 SY $ 20.00 $ 11,000.00 4 HMA BC IL 19.0 N50 AGGREGATE BASE COURSE, TYPE B 235 TON $ 35.00 $ 8,225.00 5 PIPE CULVERT REMOVAL 120 LF $ 15.00 $ 1,800.00 6 TRENCH BACKFILL 20 CY $ 50.00 $ 1,000.00 7 PIPE CULVERTS, CLASS A, TYPE 1 24" 120 LF $ 100.00 $ 12,000.00 8 BITUMINOUS MATERIALS (PRIME, COVER & SEAL COAT) 3 TON $ 1,500.00 $ 4,500.00 9 COVER & SEAL COAT AGGREGATE 21 TON $ 200.00 110 $ 22,000.00 5 P HMA SC D N50 TON 4,200.00 10 PIPE CULVERT END SECTIONS 24" 2 EACH $ 250.00 31 2,000.00 $ 7,750.00 6 P BIT MATLS PR CT GAL 4,000.00 11 SEEDING CLASS 2 SPECIAL 0.5 AC $ 15.00 55 5,000.00 $ 825.00 7 RR PROTECTIVE 2,500.00 12 RIPRAP, CLASS A3 55.0 SY $ 60.00 $ 3,300.00 13 TRAFFIC CONTROL AND PROTECTION (SPECIAL) 1 L SUM $ 12,500.00 $ 12,500.00 14 MOBILIZATION 1 L SUM $ 7,500.00 $ 7,500.00 15 RAILROAD LIABILITY INSURANCE LSUM 1 L SUM $ 10,000.00 1 $ 10,000.00 BUDGET 16 EROSION CONTROL 1 L SUM $ 2,500.00 $ 2,500.00 CONSTRUCTION IMPROVEMENTS. ESTIMATE $ 63,935.00 ROUND FOR BUDGET REASONS 92,625.00 CONTENGINCIES 15% $ 65,000.00 BUDGET 13,893.75 DESIGN ENGINEERING (ESTIMATED AT 2015%) $ 12,787.00 ROUND FOR BUDGET REASONS 13,893.75 LEGAL/ROW FEES $ 13,000.00 78,000.00 5,000.00 TOTAL COST ESTIMATE $ CONSTRUCTION AND ENGINEERING (ROUNDED FOR BUDGET REASONS) Section 1535125,412.50 *This estimate assumes to utilize the existing geometry of the intersection **Crossing, Signals, and other miscellaneous work associated with Railroad is not considered in this estimate 7/21/2021 ILLINOIS COMMERCE COMMISSION STIPULATED AGREEMENT 2164
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Main (N-S) Full-Depth Timber & Asphalt 4024’ Fair Main (N-S) Full-Depth Timber 24’ Fair 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 N/A ADT & SPEED 1200 10 ADT (32% Heavy Commercial Trucks) @ 30 55 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. possible (8% trucks) ADVANCE WARNING Yes on Yes, both approaches PAVEMENT MARKING None* No FREIGHT TRAFFIC 534/day @ 10 MPH; 1 Switch Movement, Day & Night 70 MPH PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) Crossbucks/YIELD Signs NOTES: *City needs Both roadway approaches need adjustment to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD)meet 92 IAC 1535.204. VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH Along Roadway 222 FEET Along Tracks 99 FEET Required Clearing Sight Distance (CSDPage 3) (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. 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&GAFLSG) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2GRADES: See Location Sketch (Page 3 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% 3) Distance measured from outermost rail. See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City Staff recommends that the GCPF be used pay 95% of East Peoria the cost to replace existing Crossbuck/YIELD signs with automatic flashing lights signals & gates (City) has estimated roadway approach AFLSG), event recorder, remote monitor, and track circuits, and that the UP pay all remaining installation 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) UP be responsible for all future maintenance and operating costs for the new automatic warning devices. Staff also recommends that the GCPF be used to pay 100% of the estimated approach costsmaterials, in an amount not contract paving and traffic control costs to exceed $78,000reconstruct the crossing surfaces. Staff would normally recommend recommends that the City pay 100% UP be responsible for all labor, equipment, and disposal costs associated with installation of new surfaces at the Xxxxxx Road crossing. The UP should also be responsible for all future maintenance costs for associated with the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvementsnew crossing surfaces. Staff considers the proposed approach improvements important enough to recommend also recommends that the GCPF be used to pay those costs. Since 100% of the GCPF is a Motor Fuel Tax-based funding source, cost to adjust the highway roadway approach design should also grades to meet the minimum 3R guidelines for existing highways contained in Chapter 33 requirements of the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets Manual92 Ill. Adm. Code 1535.204. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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 1535AWM
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 E-W Full-Depth Timber & Asphalt 4020’ Fair Fair-Good INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South IL 33; 50’ East TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop STOP Signs ADT & SPEED 1200 225 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 FREIGHT TRAFFIC 58/day @ 10 MPH; 1 Switch Movement, Day & Night 40 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). VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 40 MPH Roadway Speed 30 55 MPH 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. 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 GRADES2GRADES: See Location Sketch (Page 3) SEE EXHIBIT A PAGE 3 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. 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) 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 all remaining installation costs. Staff also recommends that the GCPF be used to pay 100% of the estimated cost to improve the roadway approach costs, in an amount not grades adjacent to exceed $78,000the crossing. Staff would normally recommend also recommends that the City St. Xxxxxxx Township Road District be required to pay 100% of the costs for to install Advance Warning Signs (W10-1) along both roadway approaches to the approach grade improvements. Due to documented financial hardship crossing, per the minimum requirements of the Manual on Uniform Traffic Control Devices (Exhibit DMUTCD), the City is unable to pay the costs for the approach grade improvementscurrent edition, and 92 Ill. Adm. Code 1535.310 (see Exhibit C). 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 TaxRAILROAD Illinois Central Railroad Company (CN) USDOT#, MILEPOST 292651S, railroad milepost 170.70-based funding sourceX STREET, 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 CITY, COUNTY N. 1950th Street, near Teutopolis, Effingham County JURISDICTION (IDOTRDWY) Bureau of Local Roads and Streets Manual. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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 1535St. Xxxxxxx Township Road District LOCATION Rural ROADWAY SURFACE Oil/Chip; 15’; Fair Condition
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 E-W Full-Depth Timber & Asphalt 4018’ Fair Fair-Good INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South IL 33; 50’ East TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop STOP Signs ADT & SPEED 1200 175 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 FREIGHT TRAFFIC 58/day @ 10 MPH; 1 Switch Movement, Day & Night 40 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). VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 40 MPH Roadway Speed 30 55 MPH 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. 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 GRADES2GRADES: See Location Sketch (Page 3) SEE EXHIBIT A PAGE 3 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. 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) 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 all remaining installation costs. Staff also recommends that St. Xxxxxxx Township Road District be required to pay 100% of the estimated approach costscosts to install Advance Warning Signs (W10-1) along both roadway approaches to the crossing, in an amount not to exceed $78,000. Staff would normally recommend that per the City pay 100% minimum requirements of the costs for the approach grade improvements. Due to documented financial hardship Manual on Uniform Traffic Control Devices (Exhibit DMUTCD), the City is unable to pay the costs for the approach grade improvementscurrent edition, and 92 Ill. Adm. Code 1535.310 (see Exhibit C). 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 TaxRAILROAD Illinois Central Railroad Company (CN) USDOT#, MILEPOST 292654M, railroad milepost 171.40-based funding sourceX STREET, 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 CITY, COUNTY N. 1900th Street, near Teutopolis, Effingham County JURISDICTION (IDOTRDWY) Bureau of Local Roads and Streets Manual. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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 1535St. Xxxxxxx Township Road District LOCATION Rural ROADWAY SURFACE Oil/Chip; 12’; Fair Condition
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 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 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). VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 50 MPH Roadway Speed 30 55 MPH 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. 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) SEE EXHIBIT A PAGE 3 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. 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. A WHOLLY OWNED SUBSIDIARY OF CANADIAN NATIONAL RAILWAY COMPANY HIGHWAY-RAIL GRADE CROSSING SIGNAL ESTIMATE 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. 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 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. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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 6-man Gang SUBTOTAL SIGNAL LABOR 12 $ 3,100.00 $ 37,200.00 ========= $ 37,200.00 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 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 DATE COMPLETION 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 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 1535000-0000 Office Fax: Cellular Phone: E-Mail Address: xxxxxxxx.xxxxxxx@xx.xx
Appears in 1 contract
Samples: Stipulated Agreement
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber Rubber & Asphalt 4016’ ** Fair INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South None TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop N/A ADT & SPEED 1200 25 ADT (32% Heavy Commercial Trucks) @ 30 55 mph (postedunposted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. possible ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* N/A (Unconsolidated) FREIGHT TRAFFIC 56/day @ 10 50 MPH; 1 0 Switch MovementMovements, Day & Night 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). VISIBILITY STUDY: See Location Sketch Train Speed 10 50 MPH Roadway Speed 30 55 MPH Along Roadway 222 520 FEET Along Tracks 99 540 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 1201 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. NE ok none obstr treesobstr* *curve in track/buildings trees obstr* *tall crops/trees may obstruct NW ok none obstr obstr* *curve in track/trees obstr* *tall crops/trees may obstruct SE ok none obstr building SW okobstr* *signal cabin partially obstructs view tall crops/trees may obstruct SW ok none obstr* *tall crops/trees may obstruct *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2: See Page 3 25 100.0 0.099.2 3.2% 25 99.0 99.5 2.0% 50 98.2 4.0% 50 100.2 0.8% 50 98.4 98.9 2.4% Distance measured from outermost rail. See Page 3 for a Location Sketch Jefferson County Highway Department (Aerial Photo) of the crossing. The City of East Peoria (CityCounty) has estimated roadway approach costs, in the amount of $78,000200,188, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing1535.204. 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 improvements200,188. 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. EAST PEORIA XXXXXX XX RR TRACK APPROACH IMPROVEMENTS 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.
Appears in 1 contract
Samples: Stipulated Agreement
