Feet. 2.6.1. The right foot of the driver test dummy shall rest on the undepressed accelerator with the rearmost point of the heel on the floor surface in the plane of the pedal. If the foot cannot be placed on the accelerator pedal, it shall be positioned perpendicular to the tibia and placed as far forward as possible in the direction of the centreline of the pedal with the rearmost point of the heel resting on the floor surface. The heel of the left foot shall be placed as far forward as possible and shall rest on the floor pan. The left foot shall be positioned as flat as possible on the toeboard. The longitudinal centreline of the left foot shall be placed as parallel as possible to the longitudinal centreline of the vehicle.
2.6.2. The heels of both feet of the passenger test dummy shall be placed as far forward as possible and shall rest on the floor pan. Both feet shall be positioned as flat as possible on the toeboard. The longitudinal centreline of the feet shall be placed as parallel as possible to the longitudinal centreline of the vehicle.
Feet. 2.6.1. The right foot of the driver test dummy shall rest on the undepressed accelerator with the rearmost point of the heel on the floor surface in the plane of the pedal. If the foot cannot be placed on the accelerator pedal, it shall be positioned perpendicular to the tibia and placed as far forward as possible in the direction of the centreline of the pedal with the rearmost point of the heel resting on the floor surface. The heel of the left foot shall be placed as far forward as possible and shall rest on the floor pan. The left foot shall be positioned as flat as possible on the toe board. The longitudinal centreline of the left foot shall be placed as parallel as possible to the longitudinal centreline of the vehicle. For vehicles equipped with a footrest, it shall be possible at the request of the manufacturer to place the left foot on the footrest. In this case the position of the left foot is defined by the footrest.
Feet. The Surveyor shall update existing control information and prepare new survey control data sheets, as directed by the Owner, to be included in the construction plan set as described below:
Feet. At all times from April 1 through October 31 that the calculated water surface elevation of Lake Tahoe exceeds 6,225.5 feet Lake Tahoe Datum, Releases of Floriston Rate Water from Lake Tahoe shall be reduced to the maximum extent permissible under this Agreement and Boca Storage Water shall be Released, to the extent possible, to maintain Floriston Rates, except that 4,000 acre-feet of Boca Storage Water subject to Release under the provisions of Section 5.A.5 shall be retained in Boca Reservoir for the purpose provided in Section 5.A.5(b). If such Releases are insufficient to maintain Floriston Rates, then any combination of Lake Tahoe Floriston Rate Water which is stored as Project Water in Another Reservoir in Stampede Reservoir and Lake Tahoe Floriston Rate Water in Lake Tahoe shall be Released to the extent available and necessary to maintain Floriston Rates. Tahoe-Xxxxxxx Exchange Water shall be used to maintain Floriston Rates in accordance with Section 5.B.6(a)(3).
Feet. The property can be rebuilt to its current state unless there is casualty damage of more than 50% of the structure. Ordinance and Law coverage was obtained. The LTV for the property is 44.8%.
Feet. The property can be rebuilt to its current state unless there is casualty damage of more than 50% of the cost of replacement of the entire building. If the cost of restoration of such damaged building does not exceed 50% of the cost of replacement of the entire building, no repairs or reconstruction shall be made unless such restoration is commenced within one year from the date of casualty. The property contains two buildings, the main property is 25,650 sq. ft. and there is a small office building of approximately 1,152 sq. ft. on the northern edge of the property. This building was not included in the underwriting of the loan. The setback violation only affects this property. Loan No. - 756184 (45 Gilpin Avenue) ------------------------------------ Explanation -The property is legal non-conforming with respect to floor area ratio restrictions and parking. The current maximum floor area ratio requirement is 35%. The approximate floor area ratio is 49.73%. The property requires 341 parking spaces and there are 264 parking spaces (deficient 77 spaces). A building can be restored to its existing state unless there is casualty damage of more than 50% of the structure. Ordinance and Law coverages A, B & C were obtained. The property contains two buildings which are fully sprinklered. The LTV for the property is 67.1%. Loan No. - 756196 (711 Distribution Way) ---------------------------------------- Explanation - The property is legal non-conforming with respect to parking. Zoning requires 49 spaces, and the property has 43 spaces (deficient 6 spaces). The property can be restored to its existing state as long as the repair of damage or destruction is started within one year of the date of the partial destruction and is diligently carried to completion, and there is casualty damage of less than 50% of the value of the structure, exclusive of the foundation. The LTV for the property is 65.3% and the loan is structured on a 25 year amortization. --------------------------------------------------------------------------- Rep. No. 33 - Licenses and Permits --------------------------------------------------------------------------- Xxxx Xx. - 000000 (000 Xxxxxxx Xxxxxx) -------------------------------------- Explanation -The Certificate of Occupancy has not been received for Parkinson's Institute. A recourse cxxxx-xxx xxovision was added for any loss or damage to Lender due to failure to obtain the permanent Certificate of Occupancy. -------------------------------...
Feet. The Supplier will be responsible for thinning trees for light penetration and air circulation and dead wood removal of dead, dying, diseased and/or dying branches, sucker, etc,. Branches and suckers are to be removed to a height of ten (10) feet. All palm trees, regardless of size, shall be trimmed bi-annually, removing husks and palm fronds.
Feet. The westernmost 1,750 feet of this area overlaps the Fig Island Turning Basin that has been previously dredged to 38 feet. The eastern portion of this area was surveyed as part of a previous deepening project. Five anomalies and/or targets were identified, none of which were recommended for additional investigation. No further investigations are recommended for this area. Full-channel-width Dredging (GA waters)—Stations +69+000 to +71+000—side slope impact area of ca. 20 feet. In 2003, an area 500 feet wide was surveyed by Savannah District contractor Panamerican Consultants, Inc., in order to identify potential impacts associated with a then-planned 76-foot-wide channel widener plus side slopes. Four anomalies located within the existing channel side slope (4-22, 4-24, 4-26, and 4-27) are recommended for further investigation. Full-channel-width Dredging (GA waters)—Stations +76+000 to +77+500—side slope impact area of ca. 20 feet. In 2003, an area 150 feet wide (to the shoreline) was surveyed by Savannah District contractor Panamerican Consultants, Inc., in order to identify potential impacts associated with a then-planned 76-foot-wide channel widener plus side slopes. One anomaly (3-1) was recommended for additional investigation based on the characteristics of its magnetic signature, however, this anomaly is located at the toe of the side slope of the existing navigation channel in an area that has been dredged to 36 feet for commercial wharves. Based on the history of bottom disturbance in this area, no further investigations are recommended for this anomaly. Full-channel-width Dredging (GA waters)—Stations +87+750 to +89+500—side slope impact area of ca. 20 feet. In 2003, an area 400 feet wide (to the shoreline) was surveyed by Savannah District contractor Panamerican Consultants, Inc., in order to identify potential impacts associated with a then-planned 76-foot-wide channel widener plus side slopes. No anomalies and/or targets located within the side slope impact area were recommended for further investigation. No further investigations are proposed for this area. Bend Widener (GA xxxxxx)—Stations +101+000 to +103+000—128.6 feet plus side slope of less than 100 feet. This area was investigated by a Georgia Ports Authority archaeological contractor as part of studies conducted for proposed channel modifications associated with the construction of Container Berth 8. Section 106 compliance was completed as required by a Department of the Army Permit i...
Feet. With a flooding valve: from the mounting surface of the air cooled condenser to the center of the flooding valve, the minimum allowable distance is six feet. Remote Satellite should not be placed below the level of the parallel compressor system. The satellite may be positioned a maximum of 6 ft. above the rack. When piping from the rack to a remote satellite, the maximum allowable piping equivalent is 50 ft. Piping should be given careful consideration when going from the rack to a remote header. When piping from the rack to a condenser, the maximum allowable piping equivalent is 100 ft.
Feet. In concurrence with Exhibit A and the vegetative screening, Lessee shall also install a fence-lining material to reduce visibility along the western boundary.
