INTERSECTING ROADS Sample Clauses

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 ...
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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. 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. 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

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