INTERSECTING ROADS. Broom St (North-within 500 ft.); Private Drive (South-within 500 ft.) TRAFFIC CONTROL STOP Signs ADT 800 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING Yes RAILROAD DATA: FREIGHT TRAFFIC 1 train per day @ 10 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS OTHER NOTES: XX 0000 Exhibit A1 GENERAL INFORMATION: RAILROAD Decatur & Eastern Illinois Railroad USDOT#, MILEPOST 542454V; 00.00-XXXX XXXXXX, XXXX, XXXXXX X Xxxxx Xx Xxxxx, Xxxxx Xxxxxx JURISDICTION (RDWY) City LOCATION Urban STREET SURFACE 2 Lanes – Asphalt (E/W) CROSSING DATA: TRACK SURFACE TYPE SURFACE WIDTH SURFACE CONDITION Main (N/S) Timber/Asphalt Approx. 60 ft. Fair ROADWAY DATA: INTERSECTING ROADS: Jefferson St (East-within 500 ft.); Austin St (West-within 500 ft.) TRAFFIC CONTROL STOP Signs ADT 1350 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING Yes RAILROAD DATA: FREIGHT TRAFFIC 1 train per day @ 10 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS OTHER NOTES: XX 0000 Exhibit A2 $ ‐ 541968X Court St 1 UPDATE QUANTITY= 72 TF hours per project Labor Position Hourly Rate $ 19,909.60 $ 19,909.60 EQUIPMENT HR Rate HR/Project $ 13,450.00 $ 13,450.00 $ 36,859.60 Mobilization $/hour hours $ 511.94 $ 2,000.00 Material UOM $/UOM Quantity $$$ NEW 136RE (80)‐EA $ 1,682.40 2.00 $ 3,364.80 7x9x10'‐EA $ 91.68 79.00 $ 7,242.72 6" DS Tie Plates $ 10.20 158.00 $ 1,611.60 6" Anchors $ 2.22 117.00 $ 259.74 5/8 x6 spikes 100lb kegs $ 75.60 6.00 $ 453.60 $ ‐ Limestone 4A ballast $ 30.00 76.00 $ 2,280.00 Sub Contract Asphalt Underlayment $ 21,840.00 1.00 $ 21,840.00 Sub Contract Paving $ 38,424.00 1.00 $ 38,424.00 Comp Bars $ 660.00 4.00 $ 2,640.00 Weld Kits Straight 136 $ 510.00 4.00 $ 2,040.00 Full Depth Rubber 136RE 10' ties $ 330.00 72.00 $ 23,760.00 Geotextile Fabric $ 564.00 1.00 $ 564.00 6" Double Walled Perforated Drain Pipe $ 3.00 144.00 $ 432.00 $ ‐ tie disposal $ 12.00 77.00 $ 924.00 $ ‐ $ ‐ $ ‐ Traffic Control $ 1,366.80 1.00 $ 1,366.80 PER DIEM/10HR DAY DAY $ 125.00 28.00 $ 3,500.00 $ 107,203.26 $ ‐ 541968X Court St 1 UPDATE $ 107,203.26 Total $ 146,062.86 $ 2,000.00 $ 2,028.65 XX 0000 Exhibit B1 $ ‐ 542454V Court St 2 UPDATE QUANTITY= 64 TF hours per project Labor Position Hourly Rate $ 19,909.60 $ 19,909.60 EQUIPMENT HR Rate HR/Project $ 13,450.00 $ 13,450.00 $ 36,859.60 Mobilization $/hour hours $ 575.93 $ 2,000.00 Material ...
INTERSECTING ROADS. X. Xxxxxx St. 319’ North. TRAFFIC CONTROL STOP Sign on Xxxxxx St.; Seminary St. does not STOP ADT & SPEED 1450 ADT @ 40 mph TRAFFIC TYPE Passenger cars, School Buses, Hazmat Vehicles all possible. ADVANCE WARNING YES PAVEMENT MARKING YES RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 4/day @ 10 MPH PASSENGER TRAFFIC NO WARNING DEVICES Active Flashers (No Gates) NOTES: SA 2330 Exhibit A VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 MPH Roadway Speed 40 MPH Required Stopping Sight Distance (SSD) Along Roadway 100 FEET Along Tracks 326 FEET Reqd. Clearing Sight Dist. (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 XX XXXX ACUTE XING ANGLE OBST ACUTE XING ANGLE NE OBST TRACK CURVATURE OBST TRK CURVE/ BUILDINGS SW OK NONE OK NONE SE OK NONE OK NONE *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch (Page 3) DIRECTION/West DIRECTION/East DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) SEE EXHIBIT A PAGE 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. Staff recommends that the GCPF be used pay 95% of the cost to install new automatic flashing lights signals & gates, event recorder, remote monitor, and Commission approved control circuitry, and that the BNSF pay all remaining installation costs. Staff also recommends that BNSF be responsible for all future operation and maintenance costs associated with the new automatic warning devices at Seminary Street North Wye crossing. SA 2330 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR IDOT LOCATION GALESBURG (TWC) DETAILS OF ESTIMATE PLAN ITEM : 000357445 VERSION : 2 PURPOSE, JUSTIFICATION AND DESCRIPTION NORTH SEMINARY STREET - GALESBURG, IL; REPLACE CONSTANT WARNING / FLASHERS / GATES; CHICAGO DIV; PEORIA SUBDIV; LS 0108; MP 0.06; DOT# 062987E; SEQ# 90724. 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 F...
INTERSECTING ROADS. Husband Rd., 208 Ft. East; IL Route 37., 493 Ft. West TRAFFIC CONTROL None; STOP sign on Shadow Rd ADT 175 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC 4 trains per day @ 49 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks with YIELD signs OTHER NOTES: Automatic Flashing Light Signals and Gates are scheduled for installation. GENERAL INFORMATION: RAILROAD Union Pacific Railroad Company USDOT#, MILEPOST 920468W; 276.52-CC STREET, CITY, COUNTY Liberty Street, Mt. Vernon, Jefferson County JURISDICTION (RDWY) City LOCATION Urban STREET SURFACE 2 Lanes – bituminous surface (E/W) CROSSING DATA: TRACK SURFACE TYPE SURFACE WIDTH SURFACE CONDITION Main (N/S) Timber Approx. 33 ft. Fair – Poor ROADWAY DATA:
INTERSECTING ROADS. Xxxxxxx St., 349 Ft. East TRAFFIC CONTROL STOP sign on Xxxxxxx St. ADT 175 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC 2 trains per day @ 10 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks with YIELD signs OTHER NOTES: Material And Force Account Estimate ICC SA 2041 Exhibit B1 Estimate Number: 126704 Version: 2 Standard Rates: Labor Additive = 149% Estimate Good Until 01/24/22 Location: XXXXXX SUB, SIMN, 323.06-323.1 Description of Work: 167665J Shadow Rd Marion IL 323.08 Marion Sub Prepared For: ICC Buy America: Yes COMMENTS FACILITY Description QTY ENGINEERING UOM UCST LABOR MATERIAL TOTAL UP %100 Agcy %0 Engineering 1 LS 23,500.00 23,500 0 23,500 23,500 0 Bill Prep Fee - Track Surface RECOLLECT 1 LS 900.00 900 0 900 900 0 Homeline Freight - Track Surface RECOLLECT 1 LS 900.00 0 900 900 0 900 Foreign Line Freight - Track Surface RECOLLECT 1 LS 1,044.78 0 1,045 1,045 0 1,045 TRACK CONSTRUCTION - COMPANY Sub-Total = 24,400 1,945 26,345 24,400 1,945 RDXING RDXING 136# CON10W PP PAN COMPLETE 24 TF 791.41 8,555 10,439 18,994 8,555 10,439 TRACK 136# CWRIS0 24-8'6" HWD N 16 TP 76 TF 409.37 20,438 10,674 31,112 20,438 10,674 BALAST BALAST CL1 9 CL 1,278.54 1,498 10,008 11,507 1,498 10,008 TRACK REMOVAL - COMPANY Sub-Total = 30,492 31,122 61,613 30,492 31,122 RDXING Remove road crossing - concrete 24 TF 41.19 989 0 989 989 0 TRACK Remove Track 76 TF 19.43 1,476 0 1,476 1,476 0 SITE WORK - CONTRACT Sub-Total = 2,465 0 2,465 2,465 0 Asphalt 400 LS 50.00 0 20,000 20,000 0 20,000 Traffic Control - Detour Signs & Coordination 4 LS 2,500.00 0 10,000 10,000 0 10,000 Sub-Total = 0 Total Wgt. in Tons = 1,207 Totals = 57,357 Est. Annual Mtc. Cost = $906 Grand Total = Disclaimer: The above figures are estimates only and are subject to fluctuation. In the event of an increase or decrease in cost or amount of material or labor required, Agency will pay actual costs at rates effective at the time of construction. 30,000 63,066 30,000120,423 $120,423 0 57,357 30,000 63,066 _ Material And Force Account Estimate ICC SA 2041 Exhibit B2 Estimate Number: 126452 Version: 2 Standard Rates: Labor Additive = 149% Estimate Good Until 01/24/22 Location: MT. XXXXXX SUB, SIMN, 276.45-276.55 Description of Work: DOT# 920468W-2 / LIBERTY STREET / MOUNT XXXXXX SUB MP 276.50 / MT XXXXXX, IL UPRR WILL BE REIMBURSED FOR 100% OF MATERIAL COSTS BY ICC, LABOR TO BE PAI...
INTERSECTING ROADS. Central Ave & Xxxxxx Ave (West- within 500 ft.); Xxxxxx Ave (East-within 500 ft.) TRAFFIC CONTROL STOP Signs ADT 625 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING Yes RAILROAD DATA: FREIGHT TRAFFIC 1 train per day @ 10 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS OTHER NOTES: SA 2125 Exhibit A $ - 476123C 3rd st UPDATE QUANTITY= 40 TF hours per project Labor Position Hourly Rate $ 14,932.20 $ 14,932.20 EQUIPMENT HR Rate HR/Project $ 11,862.50 $ 11,862.50 $ 29,544.70 Mobilization $/hour hours $ 738.62 $ 2,000.00 Material UOM $/UOM Quantity $$$ NECO NECO NECO NEW 136RE (80)-EA $ 1,682.40 2.00 $ 3,364.80 7x9x10'-EA $ 91.68 58.00 $ 5,317.44 6" DS Tie Plates $ 10.20 117.00 $ 1,193.40 6" Anchors $ 2.22 1034.00 $ 2,295.48 5/8 x6 spikes 100lb kegs $ 75.60 4.00 $ 302.40 $ - Limestone 4A ballast $ 30.00 56.00 $ 1,680.00 Sub Contract Asphalt Underlayment $ 19,506.00 1.00 $ 19,506.00 Sub Contract Paving $ 40,602.00 1.00 $ 40,602.00 Comp Bars $ 660.00 4.00 $ 2,640.00 Weld Kits Straight 136 $ 510.00 4.00 $ 2,040.00 Full Depth Rubber 136RE 10' ties $ 330.00 40.00 $ 13,200.00 Geotextile Fabric $ 564.00 1.00 $ 564.00 6" Double Walled Perforated Drain Pipe $ 3.00 80.00 $ 240.00 $ - tie disposal $ 12.00 58.00 $ 696.00 striping $ 4,800.00 1.00 $ 4,800.00 Traffic Control $ 1,694.40 1.00 $ 1,694.40 PER DIEM/10HR DAY DAY $ 125.00 22.00 $ 2,750.00 $ 100,135.92 $ - 476123C 3rd st UPDATE $ 100,135.92 Total $ 131,680.62 $ 2,000.00 $ 3,292.02 SA 2125 Exhibit B SA 2125 Exhibit C
INTERSECTING ROADS. X. Xxxxxxxxx Ave/X. Xxxxxxxxxx Rd < 100’ North IL 142 < 500’ South TRAFFIC CONTROL STOP Signs ADT 450 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC 2 trains per day @ 40 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS OTHER NOTES: See Page Two for Location Sketch XX 0000 Exh. A, Page 1 ■■■ ■■■■■■ ■■■■■■ DOT/AAR Inventory#: 346447W 15' 32"/-88 Location: Jefferson Co., Near Opdyke, IL ° ° 47' 18" Lat/Long: 100 swl TR1 50 25 I I I I IO q"' ,..._ : - ■ ■ �. -■":;!... .... ■■■-■.:.■■ ·�· ■ ■■■■■■■■■ -■■■■■■■■■ ■■■■■■■■■ NOTE: ALL MEASUREMENTS ARE IN FEET 50 100 I NE ...,. ...,.
INTERSECTING ROADS. State Rt 142 ~ 431’ South TRAFFIC CONTROL STOP Signs on CR 600E @ State Rt 142 does not stop. ADT 75 Vehicles Per Day TRAFFIC TYPE Passenger, School Buses, Hazardous Materials, and Emergency Response all possible ADVANCE WARNING YES PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC 14 trains per day @ 25 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks with YIELD OTHER NOTES: EVWR will need to coordinate with the Township/County at least 60 days in advance on the roadway closure, traffic control, and detour route. Contact County Xxxxxxxx, Xxxx Xxxxxxxx at (000) 000-0000; xxxxxxxx@xxxxxxxxxxxxxxxx.xxx or Road Commissioner Xxxxx Xxxxxx at (000) 000-0000 SA 2256 Exhibit A1 OWNER INFORMATION CONTRACTOR INFORMATION Company Evansville Western Railway Contact Name Xxxxx Xxxxxx Address 000 Xxxx 0xx Xxxxxx Xxxx, Xxxxx, XXX Xxxxx Xxxxxx, IN 47620 Phone Cell Phone 000.000.0000 Company Track Tech, Inc. Contact Name Xxxxx Xxxxxxx Address 0000 Xxxxxxxxxx Xxxxxxx Xxxx, Xxxxx, XXX Xxxxxxx Xxxx, XX 00000 Phone 000.000.0000 Cell Phone 000.000.0000 Email xxxxxxx@xxxxx.xxx Email xxxxx@xxxxxxxxx.xx PROJECT NAME ICC State Crossings 2023 - CR 600E - 346415R CR 600E - 346415R Build 2 Ea. 80' track panels utilizing NEW head-hardened 136RE rail/OTM and 76 Ea. 10' ties. Establish traffic control plan and detour routing. Close and barricade road. Sawcut and remove existing asphalt and crossing material. Remove existing track panels. Excavate fouled ballast to hardpan. Install track panels. Furnish and install 8 Ea. sets of 141/132 comp bars. Furnish and install AREMA 4A trap rock ballast (150 tons). Surface track panel with HARSCO Xxxx XX HD production tamper. Regulate ballast and broom finish track. Furnish and install 48.75 track feet of full depth timber crossing surface across both tracks. Furnish and install base/binder and surface asphalt at approaches. Furnish 8 Ea. comp weld kits. Total track labor and equipment: $49,976.00 Total hotels and per diem: $4,800.00 Total track material cost: $77,942.62 Total asphalt paving and traffic control: $25,000.00 Grand Total $157,718.62 SCOPE OF WORK We, Track Tech, Inc., hereby propose to complete the scope of work above for a lump sum price of $157,718.62. None. Exclusions Company Proposal GCPF Total NTE $102,943 0000 Xxxxxxxxxx Xxxxxxx X.X. Box 5 Calvert City, KY 42029 Phone: 000-000-0000 Fax: 000-000-0000 SA 2256 EXHIBIT B OWNER INFORMATION CONTRACTOR INFORMATION Company Evansville Western Railway Contact Name Xxxxx Xxxxxx Addres...
INTERSECTING ROADS. X. Xxxxxxx St., 28 Ft. North; US Route 136, 42 Ft. South TRAFFIC CONTROL Stop sign on Xxxxxxx; None at US 136 & McArthur ADT 1,200 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC 20 trains per day @ 60 MPH PASSENGER TRAFFIC 4 trains per day @ 79 MPH WARNING DEVICES Automatic Flashing Light Signals and Gates OTHER
INTERSECTING ROADS. Highland Ave., 221 Ft. East TRAFFIC CONTROL Stop sign (All way) ADT 1,750 Vehicles Per Day TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency Response ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: FREIGHT TRAFFIC Less than 1 per day @ 10 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks with Yield signs OTHER NOTES: SA 2054 Exhibit A STIPULATED AGREEMENT 2054 Exhibit B STIPULATED AGREEMENT 2054 Exhibit B SA 2054 Exhibit C
