Common use of Erect Clause in Contracts

Erect. W20-1 and other signs at the approaches (from 2 miles) to the work limits for each physical work zone with appropriate legends as indicated on PTS-900 to warn traffic of construction to be encountered. For physical work zones that are being worked on concurrently that are less than 2 miles apart, provide a portable changeable message sign approximately 1 mile in advance of the physical work zone; message as approved by the Representative. R2-1 sign at the end of the first work zone is to be 55 MPH when followed by additional work zones, only when the physical work zones are less than 2 miles apart. Erect W21-20 signs, END ACTIVE WORK ZONE, immediately at the end of the first work zone. Post G20-2 sign at the end of the final work zone. Portable changeable message signs required for the approach signing are incidental to the Maintenance and Protection of Traffic. Install post-mount signs at locations designated by the Representative in a manner not to obstruct shoulders and be clear of work areas. Relocate approach signing as work progresses. Erect W21-19 signs, ACTIVE WORK ZONE WHEN FLASHING INCREASED PENALTIES, when workers are present on the roadway, berm, or shoulder and not protected by concrete barrier. Do not erect the signs within a transition or at a location where workers are put at risk when they may need to turn the light on and off. When there is more than one active work zone separated by a distance of more than 1 mile, erect signs for each active work zone. Attach a PennDOT approved white Type B high-intensity flashing light to the upper portion of each W21-19 sign. Activate the white Type B high-intensity flashing light only when workers are present on the roadway, berm, or shoulder and not protected by concrete barrier and turn off the white Type B high-intensity flashing light when workers are not present on the roadway, berm, or shoulder for 60 minutes or more or are protected by concrete barrier. Cover the W21-19 and W21-20 signs during non-working hours. Erect W21-20 signs, END ACTIVE WORK ZONE, immediately at the end of each active work zone, except if the G20-2, END ROAD WORK sign is installed at the end of the active work zone. Provide a PennDOT approved Speed Display Sign ½ to 1 mile in advance of the physical work zone to advise motorists of their vehicles’ speeds. Provide an additional PennDOT approved Speed Display Sign 500 to 900 feet in advance of the physical work zone to advise motorists of their vehicles’ speeds. The Contractor may furnish additional units. Trim trees and vegetation, and remove all obstructions at each placement site. The locations and times of operation are as approved by the Representative. The R22-1, W21-19, and W21-20 signs, the white Type B high-intensity flashing light, and the Speed Display Sign have been created by PennDOT in response to the requirements of Act 229. These signs and devices, as well as the associated guidelines, can be found in 67 PA Code, Chapter 212, Official Traffic Control Devices. Review, familiarize and apply these guidelines and all its supplements to this construction project as required by Act 229. Use PTS-900, Sheet 6 of 13, Mobile Operation for 3 Lanes, to cover and uncover signs and install and remove traffic control devices. Provide an additional Shadow Vehicle with arrow panel to be used with PTS-900, Sheet 6 of 13, Mobile Operation for 3 Lanes, as needed. During nighttime hours, provide 1 Multi-Directional Lighting Device on Shadow Vehicle(s) with Truck Mounted Attenuator and each of the Work Vehicle(s). See Section D below for I-476 Blue Route Maintenance and Protection of Traffic. Use PTS 900, Sheets 5 and 6 of 13 and PTS 910, Sheet 2 of 9 to set advance signs. Use pattern PATA 504 to cover Express E-ZPass signs and uncover the signs after the opening of the long-term closure. Provide an advance CMS for each sign covered. Refer to MPT Plans for CMS messages. Coordinate with PTC Traffic Unit for confirmation on sign messages. Install eastbound 2-mile work zone approach signing for the western limit of the project for traffic from Norristown Interchange. Approach signing is to be modified to fit existing conditions and as directed by the Representative. For bridge protective fence replacement overhead between Milepost 333.7 and Milepost 334.0 (East-West Mainline) which closes two lanes of traffic, the single traffic lane must be established 1000-feet prior to Norristown Interchange, No. 333 eastbound deceleration ramp, 1000-feet prior to the westbound Exit 20 (I-476) ramp, and according to PTS-900 drawings. For bridge protective fence replacement overhead between Milepost 333.7 and Milepost 334.0 (East-West Mainline) which closes one lane of traffic, two lanes of traffic must be established 1000-feet prior to the Norristown Interchange, No. 333, 1000-feet prior to the westbound Exit 20 (I-476) ramp, in accordance with PTS-900, Sheet 9 of 13, without the R4-1 signs.

Erect. W20-1 and other signs at the approaches (from 2 miles) to the work limits for each physical work zone with appropriate legends as indicated on PTS-900 to warn traffic of construction to be encountered. For physical work zones that are being worked on concurrently that are less than 2 miles apart, provide a portable changeable message sign approximately 1 mile in advance of the physical work zone; message as approved by the Representative. R2-1 sign at the end of the first work zone is to be 55 MPH when followed by additional work zones, only when the physical work zones are less than 2 miles apart. Erect W21-20 signs, END ACTIVE WORK ZONE, immediately at the end of the first active work zone. Post G20-2 sign at the end of the final work zone. Portable changeable message signs required for the approach signing are incidental to the Maintenance and Protection of Traffic. Install post-Post mount signs at locations designated by the Representative in such a manner as not to obstruct shoulders and be clear of work areas. Relocate approach signing as work progresses. Erect W21-19 signs, ACTIVE WORK ZONE WHEN FLASHING INCREASED PENALTIES, when workers are present on the roadway, berm, or shoulder and not protected by concrete barrier. Do not erect the signs sign within a transition or at a location where workers are put at risk when they may need to turn the light on and off. When there is more than one active work zone separated by a distance of more than 1 mile, erect signs for each active work zone. Attach a PennDOT approved white Type B high-intensity flashing light to the upper portion of each W21-19 sign. Activate the white Type B high-intensity flashing light only when workers are present on the roadway, berm, or shoulder and not protected by concrete barrier and turn off the white Type B high-intensity flashing light when workers are not present on the roadway, berm, or shoulder for 60 minutes or more or are protected by concrete barrier. Cover the W21-19 and W21-20 signs during non-working hours. Erect W21-20 signs, END ACTIVE WORK ZONE, immediately at the end of each active work zone, except this sign is not necessary if the G20-2, END ROAD WORK WORK, sign is installed at the end of the active work zone. Provide a PennDOT approved Speed Display Sign ½ to 1 mile in advance of the physical work zone to advise motorists of their vehicles’ vehicle’s speeds. Provide an two (2) additional PennDOT approved Speed Display Sign Signs, one (1) located 500 to 900 feet in advance of the physical work zone, and one (1) located at the midpoint of the physical work zone to advise motorists of their vehicles’ vehicle’s speeds. The Contractor may furnish additional units. Trim trees and vegetation, and remove all obstructions at each placement site. The locations and times of operation are as approved by the Representative. The R22-1, W21-19, and W21-20 signs, the white Type B high-intensity flashing light, and the Speed Display Sign have been created by PennDOT in response to the requirements of Act 229. These signs and devices, as well as the associated guidelines, can be found in 67 PA Code, Chapter 212, Official Traffic Control Devices. Review, familiarize familiarize, and apply these guidelines and all its supplements to this construction project as required by Act 229. Use PTS-900, Sheet 6 5 of 13, Mobile Operation for 3 2 Lanes, to cover and uncover signs and install and remove traffic control devices. Provide an additional Shadow Vehicle with arrow panel to be used with PTS-900, PTS-900 Sheet 6 5 of 13, Mobile Operation for 3 2 Lanes, as needed. During nighttime hours, provide 1 Multi-Directional Lighting Device on Shadow Vehicle(s) with Truck Mounted Attenuator and each of the Work Vehicle(s). See Section D below for I-476 Blue Route Maintenance and Protection of Traffic. Use PTS 900, Sheets 5 and 6 of 13 and PTS 910, Sheet 2 of 9 to set advance signs. Use pattern PATA 504 to cover Express E-ZPass signs and uncover the signs after the opening of the long-term closure. Provide an advance CMS for each sign covered. Refer to MPT Plans for CMS messages. Coordinate with PTC Traffic Unit for confirmation on sign messages. Install eastbound 2-mile work zone approach signing for the western limit of the project for traffic from Norristown Interchange. Approach signing is to be modified to fit existing conditions and as directed by the Representative. For bridge protective fence replacement overhead between Milepost 333.7 and Milepost 334.0 (East-West Mainline) which closes two lanes of traffic, the single traffic lane must be established 1000-feet prior to Norristown Interchange, No. 333 eastbound deceleration ramp, 1000-feet prior to the westbound Exit 20 (I-476) ramp, and according to PTS-900 drawings. For bridge protective fence replacement overhead between Milepost 333.7 and Milepost 334.0 (East-West Mainline) which closes one lane of traffic, two lanes of traffic must be established 1000-feet prior to the Norristown Interchange, No. 333, 1000-feet prior to the westbound Exit 20 (I-476) ramp, in accordance with PTS-900, Sheet 9 of 13, without the R4-1 signs.