SURFACE TYPE SURFACE WIDTH SURFACE CONDITION Sample Clauses

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 ...
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SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Concrete 32’ Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: N/A – Private Drive in West Approach TRAFFIC CONTROL None ADT & SPEED 75 Vehicles Per Day @ 55 MPH unposted TRAFFIC TYPE Passenger, School Buses, Hazardous Materials, Other ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 16 Per day @ 40 MPH, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (No Gates) NOTES: SA 2272 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 40 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 520 FEET Along Tracks 432 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 961 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 Obstr.* Trees Off RR ROW NW * OK Obstr.* “ SE * OK Obstr.* “ SW * OK Obstr.* “ *Note: The installation of automatic flashing light signals and gates eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch DIRECTION: EAST/NORTH DIRECTION: WEST/SOUTH 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 an Aerial View (Location Sketch) of the crossing. Staff of the Rail Safety Section recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 95% of the costs to install automatic flashing light signals and gates, and the BNSF Railway Company pay the remaining installation costs, as well as all future operating and maintenance costs. SA 2272 EXHIBIT A, Page. 3 SA 2272 EXHIBIT B, Page. 1 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR IDOT LOCATION WEST WARNER TO WARNER DETAILS OF ESTIMATE PLAN ITEM : 000352763 VERSION : 2 PURPOSE, JUSTIFICATION AND DESCRIPTION WARNER CASTLE RD - ORION, IL; REPLACE CONSTANT WARNING/FLASHERS; INSTALL GATES; CHICAGO DIV; BARSTOW SUBDIV; LS 6; MP 34.70; DOT# 065653G; SEQ# 90786. 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 O...
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SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Timber 31’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: N/A TRAFFIC CONTROL None ADT & SPEED 10 Vehicles Per Day @ 55 MPH unposted TRAFFIC TYPE Seasonal/Agricultural* ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5 Per day @ 60 MPH, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Crossbucks w/ YIELD signs NOTES: *Traffic Type is primarily agricultural and seasonal in nature. Traffic count of 10 vehicles per day is significantly higher during planting and harvesting seasons. The ICC previously denied a BNSF Petition to close Xxxxxx Creek road on both sides of 069128P. Commission Staff therefore recommends automatic warning devices due to partial/seasonal stopping sight distance obstructions.
Sample 1
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 24’ Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: None within 500 Feet TRAFFIC CONTROL N/A ADT & SPEED 125 ADT (8% Trucks) @ 55 mph (unposted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING None* PAVEMENT MARKING N/A – Oil & Chip RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 6/day @ 40 MPH; 2 Switch Movements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES: *Township needs to install and maintain W10-1 (round yellow) railroad advance warning signs on both highway approaches to the crossing, per the MUTCD and 92 Ill. Adm. Code 1535.310 (Exhibit C).
Sample 1
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).
Sample 1
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 (Main) Full Depth Composite 32’ Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: Xxxxxx Xx. – 181 ft. North Mill St. – 241 ft. South TRAFFIC CONTROL Xxxxxx St. – STOP signs on Xxxxxx; (Xxxxxxxxx does not stop) Mill St. – STOP signs on Mill (Xxxxxxxxx does not stop) ADT & SPEED 450 ADT (4% Trucks) @ 30 mph (posted) TRAFFIC TYPE Passenger, School Bus, Hazardous Materials, all possible. ADVANCE WARNING Signs need (re)placed on both approaches* PAVEMENT MARKING N/A – Oil & Chip RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 4/day @ 25 MPH; 2 Switch Movements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (No Gates) NOTES: *City will need to replace the W10-1 (round yellow) railroad advance warning signs on both highway approaches to the crossing. For urban low speed streets, the signs need to be placed at least 100 feet from the crossing on each side, per the MUTCD and 92 Ill. Adm. Code 1535.310 (see Exhibit C).
Sample 1

Related to SURFACE TYPE SURFACE WIDTH SURFACE CONDITION

  • Subsurface Conditions Contractor agrees that information contained in the published reports and public actions of the Missouri Division of Geology and Land Survey shall be conclusive and binding upon the Contractor as to what subsurface conditions at the job site are reasonably anticipated or reasonably foreseeable. Contractor acknowledges and agrees that it shall not be entitled to any adjustment in the Contract Sum or Contract Times for any concealed condition of any nature, including but not limited to unknown physical conditions of an unusual nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, in addition to the information contained in the published reports and public actions of the Missouri Division of Geology and Land Survey. Contractor recognizes that it has assumed the risks of concealed conditions and is being compensated for assuming these risks.

  • Groundwater Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.

  • Hazardous Conditions The Contractor and Owner acknowledge that previously unknown hazardous conditions may be uncovered at any job site, and in particular where existing structures are being demolished and/or remodeled to accommodate new construction or to reutilize existing facilities. Should a hazardous condition not involving Hazardous Materials as set forth above be encountered on the Site, and should reasonable safety precautions be deemed by the Contractor in good faith to be inadequate to prevent foreseeable personal injury to persons encountering the hazardous condition, the Contractor shall, upon recognizing the hazardous condition, stop work in the affected area and immediately report the hazardous condition to the Design Professional and Owner in writing. The Owner shall undertake, or shall contract (by Change Order) with the Contractor or contract with a Separate Contractor, to resolve the condition. So long as the hazardous condition did not result from activities or substances brought on the Site by the Contractor, the Contractor is entitled to adjustments in the Contract Time and the Contract Sum as set forth in Paragraph 1.6.1.2 above.

  • The Site The site of the Project Highway (the “Site”) shall comprise the site described in Schedule-A in respect of which the Right of Way shall be provided by the Authority to the Contractor. The Authority shall be responsible for:

  • Environmental Conditions A Phase I environmental site assessment (or update of a previous Phase I and or Phase II environmental site assessment) and, with respect to certain Mortgage Loans, a Phase II environmental site assessment (collectively, an “ESA”) meeting ASTM requirements conducted by a reputable environmental consultant in connection with such Mortgage Loan within 12 months prior to its origination date (or an update of a previous ESA was prepared), and such ESA (i) did not identify the existence of Recognized Environmental Conditions (as such term is defined in ASTM E1527-05 or its successor, hereinafter “Environmental Condition”) at the related Mortgaged Property or the need for further investigation, or (ii) if the existence of an Environmental Condition or need for further investigation was indicated in any such ESA, then at least one of the following statements is true: (A) an amount reasonably estimated by a reputable environmental consultant to be sufficient to cover the estimated cost to cure any material noncompliance with applicable Environmental Laws or the Environmental Condition has been escrowed by the related Mortgagor and is held or controlled by the related lender; (B) if the only Environmental Condition relates to the presence of asbestos-containing materials, radon in indoor air, lead based paint or lead in drinking water, the only recommended action in the ESA is the institution of such a plan, an operations or maintenance plan has been required to be instituted by the related Mortgagor that can reasonably be expected to mitigate the identified risk; (C) the Environmental Condition identified in the related environmental report was remediated, abated or contained in all material respects prior to the date hereof, and, if and as appropriate, a no further action, completion or closure letter or its equivalent, was obtained from the applicable governmental regulatory authority (or the Environmental Condition affecting the related Mortgaged Property was otherwise listed by such governmental authority as “closed” or a reputable environmental consultant has concluded that no further action or investigation is required); (D) an environmental policy or a lender’s pollution legal liability insurance policy that covers liability for the Environmental Condition was obtained from an insurer rated no less than “A-” (or the equivalent) by Xxxxx’x, S&P and/or Fitch; (E) a party not related to the Mortgagor was identified as the responsible party for the Environmental Condition and such responsible party has financial resources reasonably estimated to be adequate to address the situation; or (F) a party related to the Mortgagor having financial resources reasonably estimated to be adequate to address the situation is required to take action. To Seller’s knowledge, except as set forth in the ESA, there is no Environmental Condition at the related Mortgaged Property.

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