VISIBILITY STUDY Sample Clauses

VISIBILITY STUDY. See Location Sketch (Page 3) Train Speed 60 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 520 FEET Along Tracks 647 FEET Reqd. Clearing Sight Dist. (CSD) (Along Tracks) 1441 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 Brush 400 Trees NW Brush 50 Mature Crops SW Brush 100 Trees NE Brush 50 Mature Crops *Note: Automatic flashing light signals and gates (AFLSG) 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 (%) 0 100’ --- 0 100’ --- 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 to reimburse CSX 95% of the cost to replace existing Crossbuck/YIELD signs with automatic flashing lights signals & gates, event recorder, remote monitor, and track circuits, and that the CSX pay all remaining installation costs. Staff recommends that the CSX be responsible for all future maintenance and operating costs for the new automatic warning devices. Staff also recommends that the GCPF be used to reimburse South Xxxx Township Road District 100% of the costs to reconstruct the roadway approach grades to meet the minimum requirements of 92 Ill. Ad. Code 1535.204. Staff recommends that the South Xxxx Township should also be responsible for all future maintenance costs associated with the new roadway approaches. The County will be acting as South Xxxx Township’s project manager, and as such has been included as a signatory to this agreement at IDOT’s request. Reflect Xbuck
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VISIBILITY STUDY. See Location Sketch Train Speed (Maximum) 60 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 220 FEET Along Tracks 610 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 1528 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 * Good * Crops NW * Good * Good SE * Good * Trees & Brush SW * Good * Good *Note: The installation of automatic flashing light signals and gates eliminates the need to satisfy minimum Stopping Sight Distance – Along the Tracks and Clearing Sight Distance criteria. APPROACH GRADES: See Location Sketch DIRECTION: NORTH DIRECTION: SOUTH DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 0 100.0 --- 0 100.0 --- Please See Exhibit A Page 3 Distance measured from outermost rail. COMMENTS: PROPOSED COST DIVISION IMPROVEMENT GCPF TOWNSHIP ICRR SIGNALS 95% 0% 5%1 APPROACH 100% 0% 0%
VISIBILITY STUDY. See Location Sketch (Page 3) Train Speed MPH Roadway Speed MPH Required Stopping Sight Distance (SSD) Along Roadway FEET Along Tracks FEET Reqd. Clearing Sight Dist. (CSD) (Along Tracks) 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 NW SE SW 50 Trees *Note: Automatic flashing light signals and gates (AFLSG) 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 (%) 0 100’ --- 0 100’ --- 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 replace existing automatic flashing light signals (AFLS) with new automatic flashing lights signals & gates (AFLSG), event recorder, remote monitor, and track circuits, and that the UP pay all remaining installation costs. Staff also recommends that the UP be responsible for all future maintenance and operating costs for the new automatic warning devices. SA 2145 Exh. A, Page 3 Material And Force Account Estimate ICC Estimate Creation Date: 03/01/2021 Number: 133128 Version: 1 Estimate Good Until 03/02/22 Location: ROCK ISLAND IND LD, INDL, 0-1.27 Buy America: Yes Description of Work: BELVIDERE, IL, SOUTH APPLETON ROAD, M.P. 79.44, ROCKFORD INDUSTRIAL LEAD, DOT#174475X, WO#57983, PID#116795, 95% ICC / 5% UPRR) COMMENTS Description QTY UOM Unit LABOR MATERIAL TOTAL UP 05% Agncy 95% Cost SIGNAL Xing - Engineering Design 1 LS 3,734.00 3,734 0 3,734 187 3,547 Xing - 1 Trk CWE w/Gates 1 EA 131,584.00 41,200 90,384 131,584 6,579 125,005 Xing - CAR14/24 (IL) 1 LS 6,482.00 3,840 2,642 6,482 324 6,158 Xing - Install Web and Head Bonds per 1000 TF 2 EA 1,865.00 3,200 530 3,730 187 3,544 Xing - Meter Service 1 LS 20,000.00 0 20,000 20,000 1,000 19,000 Xing - Fill/Rock/Gravel 1 LS 8,000.00 0 8,000 8,000 400 7,600 Xing - Boring 1 LS 10,000.00 0 10,000 10,000 500 9,500 MIPP-C SERVICES Xing - Misc. 1 LS 10,000.00 0 10,000 10,000 500 9,500 Xing - Remove Location 1 LS 2,000.00 2,000 0 2,000 100 1,900 FEDERAL W/O 110.43% (SIG) Xing - Labor Additive 1 LS 59,603.49 59,603 0 59,603 2,980 56,623 Sub-Total = 113,577 141,556 255,133 12,757 242,377 Totals = 113,577 141,556 255,133 12...

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