Roads 16. (1) The Joint Venturers shall —
CURVE WIDENING The minimum widening placed on the inside of curves is: 6 feet for curves of 50 to 79 feet radius. 4 feet for curves of 80 to 100 feet radius.
Sidewalks doorways, vestibules, halls, stairways and other similar areas shall not be obstructed by Tenant or used by Tenant for any purpose other than ingress and egress to and from the Premises. No rubbish, litter, trash, or material shall be placed, emptied, or thrown in those areas. At no time shall Tenant permit Tenant’s employees to loiter in Common Areas or elsewhere about the Building or Property.
PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.
Access Roads The Company is to construct a public access road from Xxxxx Avenue to the Town Centre together with all other roads shown on the Land Tenure Plan. All roads are to be paved and drained to the satisfaction of the City.
Driveways 2.8 The Shop Response must include the possible impact description as well as a timeframe for restoration of Utility or work area. End users and O&M must be made aware of the possible impact in case of failure of redundant system/equipment. End user(s) and O&M must have some say of the date and time it may take place.
Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.
Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.
Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.
Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.
