Tunnel Sample Clauses

Tunnel. The partly completed tunnels near Beddgelert are to be enlarged where necessary and trimmed to the correct cross section as shown in the drawings, the Aberglaslyn pass tunnel is to be excavated through to the upper end. Work on this tunnel is to proceed from both ends so long as water is not encountered in sufficient quantities to need pumping. (END OF PAGE 27) The tunnel is to be completed as rapidly as possible. No lining is required unless ordered by the engineers and as far as can be judged from the excavation already made none will be ordered. All loose or weak rock on interior surface is to be removed.

Tunnel. Size of Tunnel : 1.80 m x 2.10 m Length of Tunnel : 1.55 ▇▇ ▇▇▇▇ level at tunnel entry : 856.44 m Sill level at tunnel exit : 837.08 m Slope : 1 in 80 Length of Anaiyar Stream : 1.60 km Length of ▇▇▇▇ : 12.00 m Height of ▇▇▇▇ : 1.40 m Dia of collection well : 3.00 m

Tunnel. A tunnel is defined as an underground excavation (lined or unlined) subterranean in nature, whose length exceeds its width, the inclination of the grade of the excavation shall be no greater than 45 degrees from the horizontal; should the inclination of the grade from the horizontal exceed 45 degrees, the excavation as heretofore defined shall constitute a raise.

Tunnel. Two shafts are dug and the pipe is installed in a tunnel between the shafts.

Tunnel. A four-lane tunnel under the City from a south portal in the vicinity of Dearborn Street and Alaskan Way to a north portal in the vicinity of ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇. • PROJECT work will include: o Approximately two miles of cut-and-cover and bored tunnel providing two travel lanes in each direction. o Tunnel portal structures and the shoring walls and excavation associated with portal construction. o Tunnel operations buildings at both the north and south portals to house tunnel egress, tunnel ventilation systems, and fire and life safety systems and controls. o Tunnel operations, intelligent transportation, and fire and life safety systems o Monitoring of, and mitigation, for tunnel-induced Deformation, such as protecting utilities, and preparing structures for predicted tunnel-induced Deformation through engineered measures such as grouting and structural retrofit. o Repair of public and private property that may be damaged as a result of construction. • SR ▇▇ ▇▇▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇▇▇ structures connecting the tunnel to existing SR 99 in the vicinity of Aurora Avenue at ▇▇▇ Street, associated on and off ramps, and City right of way in the vicinity of the north tunnel portal. • PROJECT work will include: o Advance traffic management systems including capability for tolling. o Reconnect Aurora Avenue to the City street grid at ▇▇▇▇▇ Way. o Improvements to existing City street right-of-way including cross-corridor connections of John, Thomas, and ▇▇▇▇▇▇▇▇ Streets. o New lanes, curbs, sidewalks, traffic signals, intelligent transportation systems and signage, landscaping and street lighting. o Improvements to Aurora Avenue from ▇▇▇▇▇ Street to ▇▇▇▇▇▇▇▇ Street. o Storm drains and other utilities in the new City street right-of way. • Roadway and roadway structures connecting the tunnel south portal to SR 99 lanes being constructed as part of the Holgate to King Project in the vicinity of South ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ Way and improvements to City street right-of-way in the vicinity of the south tunnel portal. • PROJECT work will include: o Removal of the south-end SR 99 temporary roadway detour built as part of Holgate to King Project. o Advance traffic management systems including capability for tolling. o New lanes, curbs, sidewalks, traffic signals, intelligent transportation systems and signage, landscaping and street lighting. o City street improvements including cross-corridor connections of ▇. ▇▇▇▇▇▇▇▇ Street. o Restoration of ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇...

Tunnel. All energy carriers, such as electricity, (natural) gas, heating oil and diesel oil, fall within the scope. The electricity consumption must be submitted as ‘grey’ electricity. For the detailed calculation, the following principles should be used:

Tunnel. Upon login, the user initiates the part of the Quicket application that will permit access to Criminal Justice Information (CJI). The user is prompted to enter a username (identification) and a password (“something you know”). Once that has been completed, a text message containing a one-time password (OTP) is sent via text message (out of band) to the user's agency-issued cell phone. Alternatively, a * hardware token can be used with a rotating key as shown on the digital display. The user is challenged via the CJI application for that OTP. The user enters the OTP (“something you have”) then the username, password, and OTP are validated. The user has satisfied the requirement and is granted access to CJI. Quicket leverages Amazon Web Services GovCloud and Microsoft Azure Government Cloud and maintains strict compliance with CJIS, HIPAA, and other security standards and has in place the following measures: AES256 encryption is utilized to send usernames and hashed passwords over SSL to the Quicket server for authentication. -Data in motion is encrypted with AES256. Data at rest uses AES256 encryption. -System logs user actions and can be audited at any time. Record creation and edits are recorded and stored for at least 1 year, with associated name, ID, request information -Data is protected by Amazon/Microsoft in secure isolated facilities approved for handling CJI -Access to Quicket offices requires access cards and keys to enter each room. -The Quicket office is protected with intrusion alarms, video cameras, and other access controls. -Employees are subject to criminal and governmental background checks. -The web application is protected from:

Tunnel. Prepare final contract plans and specifications for the additional wall based on the TS & L plan. Due to the increase in plan sheets, additional coordination of the project will be required. Coordination meetings with the U.S. Post Office on Algonquin Road have been on going since the start of the design work. Parking and proper circulation are vital to the operation of the facility. The Final Design Report showed 90-degree parking stalls proposed in the front parking lot. Currently, the facility has angle parking and a mail drop-off lane for motorists. As Algonquin Road will have a barrier median, the access out of the east driveway will be limited to eastbound movements. This affects both the public and the mail carriers that want to drive west. Additional, more detailed evaluation of both user movements and carrier movements are required to ensure proper operation of the facility. An overall circulation and parking plan is required to address the concerns. During the drilling of the soil borings, unforeseen conditions were encountered by Midland Standard and Testing. They encountered a loose sand layer between 40’–60’ below the surface. This layer is under considerable ground water pressure which resulted in continuous water flow from the borehole at the ground surface. Drilling in this area needed to continue to bedrock at 70’-80’ below the surface in order to obtain the required 65-ton pile capacity. The resulting bore holes had to be grouted under pressure to seal off the artesian conditions. Because of this, additional time and expense was incurred. Due to the large cuts north of Algonquin Road, a slope stability analysis was required to analyze the stability of the existing subsurface with the proposed slopes. The large cuts are from approximately Station 136+00 to Station 153+00. For the analysis, additional borings are required at approximately 200 foot intervals generally located at the top of the slopes. Ten soil profile borings are planned with depths of 60 to 125 feet (1.5 times the height of the slope). These new borings will supplement the borings made for the mainline and ramps to provide a soil cross section for the slope analysis and safety factor determination. Two additional soil borings are required for the design of the new retaining wall at Station 176+80.

Tunnel. At narrowest point in Tongass Narrows near the airport. • A U-shaped tube north of the airport. • Single-span bridge from ▇▇▇▇▇ Point to airport runway. • Single-span bridge from Sunny Point to airport runway. • Single-span bridge from ▇▇▇▇ Cove to ▇▇▇▇▇▇▇ Island. • Single-span bridge from Totem Bight to ▇▇▇▇▇▇▇ Island. • Two-span bridge from Revilla to midpoint on Pennock to Gravina. • Two-span bridge from north of Refuge Cove to Danger Island to Gravina. • A low bridge from Revilla to Pennock with a high bridge from Pennock to Gravina. • A causeway/low bridge from Saxman to Pennock with a high bridge from Pennock to Gravina. • A causeway/low bridge from Revilla to Pennock with a higher bridge from Pennock to Gravina that would allow state ferries but not cruise ships. • Drawbridge north of the airport. • Existing ferry route. • Southeast of airport runway. • From ▇▇▇▇ Cove directly across Tongass Narrows to Gravina. • Tunnel from Revilla to Pennock and a bridge from Pennock to Gravina. • Self propelled barge. • Nuclear aircraft carrier positioned between the islands. Alternative Type Suggested Location Reason for support Reasons for Opposition Bridge Single span Sunny Point to airport General reasons for supporting a bridge: Most efficient access option; More convenient than ferry; Less expensive than tunnel; Minimal environmental impacts; Alleviates traffic flow problems. Too expensive; Eyesore; Interferes with air and marine traffic; Would have to be too high to accommodate cruise ships; Would require constant maintenance; Who will maintain it? Single span ▇▇▇▇▇ Point to airport Single span ▇▇▇▇▇▇▇ to north of airport Single span ▇▇▇▇ Cove to Gravina Single span Totem Bight to Gravina U shaped ▇▇▇▇▇ Point to airport Drawbridge None specified Existing Ferry Service Two span ▇▇▇▇▇▇▇ to mid ▇▇▇▇▇▇▇ to Gravina Two span - alleviates air traffic interference ▇▇▇▇▇▇▇ bridge would disrupt lifestyle and potentially destroy Native Alternative Type Suggested Location Reason for support Reasons for Opposition burial grounds Two span North of Refuge Cove to Danger Island to Gravina Improved Ferry Service Causeway/bridge ▇▇▇▇▇▇▇ to south ▇▇▇▇▇▇▇ to Gravina Causeway/bridge would create breakway/harbor at Saxman/▇▇▇▇▇▇▇ Tube Existing service is adequate; Opposition to hard link; Opposition to enabling access to Gravina; Other alternatives don't solve community's problems; Cost of build alternatives is too high Inconvenient; Inhibits access to Gravina Tunnel Large ferr...