Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards. If requested by the State, the Engineer shall provide a 3D model with the proposed pavement marking stenciled onto the model. The Engineer shall provide the following information on sign and pavement marking layouts: o Roadway layout. o Center line with station numbering. o Designation of arrow used on exit direction signs o Culverts and other structures that present a hazard to traffic. o Location of utilities. o Existing signs to remain, to be removed, to be relocated or replaced. o Proposed signs (illustrated, numbered and size). o Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced.
Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards. DocuSign Envelope ID: F274686F-85C9-4CBD-A478-F69018DCE295 If requested by the State, the Engineer shall provide a 3D model with the proposed pavement marking stenciled onto the model. The Engineer shall provide the following information on sign and pavement marking layouts: o Roadway layout. o Center line with station numbering. o Designation of arrow used on exit direction signs o Culverts and other structures that present a hazard to traffic. o Location of utilities. o Existing signs to remain, to be removed, to be relocated or replaced. o Proposed signs (illustrated, numbered and size). o Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced.
Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards.
Pavement Marking. The Consultant shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Consultant shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Consultant shall select Pavement markings from the latest State standards. The Consultant shall provide the following information on sign and pavement marking layouts: • Roadway layout. • Center line with station numbering. • Designation of arrow used on exit direction signs • Culverts and other structures that present a hazard to traffic. • Location of utilities. • Existing signs to remain, to be removed, to be relocated or replaced. • Proposed signs (illustrated, numbered and size). • Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced. • Proposed overhead sign bridges, indicating location by plan. • Proposed markings (illustrated and quantified) which include pavement markings, object markings and delineation. • Quantities of existing pavement markings to be removed. • Proposed delineators, object markers, and mailboxes. • The location of interchanges, mainlanes, grade separations, frontage roads and ramps. • The number of lanes in each section of proposed highway and the location of changes in numbers of lanes. • Right-of-way limits. • Direction of traffic flow on all roadways. Function Code 163: Miscellaneous (Roadway)
Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards. If requested by the State, the Engineer shall provide a 3D model with the proposed pavement marking stenciled onto the model. The Engineer shall provide the following information on sign and pavement marking layouts: • Roadway layout. • Center line with station numbering. • Designation of arrow used on exit direction signs • Culverts and other structures that present a hazard to traffic. • Location of utilities. • Existing signs to remain, to be removed, to be relocated or replaced. • Proposed signs (illustrated, numbered and size). • Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced. • Proposed overhead sign bridges, indicating location by plan. • Proposed markings (illustrated and quantified) which include pavement markings, object markings and delineation. • Quantities of existing pavement markings to be removed. • Proposed delineators, object markers, and mailboxes. • The location of interchanges, mainlanes, grade separations, frontage roads and ramps. • The number of lanes in each section of proposed highway and the location of changes in numbers of lanes. • Right-of-way limits. • Direction of traffic flow on all roadways. • Quantity Boxes
Pavement Marking. Compensation for the item of PAVEMENT MARKING will be made on the basis of actual expenditure only, except in no case will the Municipality be compensated for a total expenditure in excess of the amount designated for PAVEMENT MARKING in the Line Item Budget for the appropriate MDOT fiscal year. Compensation for PAVEMENT MARKING is limited to only painting authorized by the Region Engineer. The Municipality shall not include charges for curb painting in the routine maintenance cost for state trunkline maintenance.
Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards. If requested by the State, the Engineer shall provide a 3D model with the proposed pavement marking stenciled onto the model. The Engineer shall provide the following information on sign and pavement marking layouts: o Roadway layout. o Center line with station numbering. o Designation of arrow used on exit direction signs o Culverts and other structures that present a hazard to traffic. o Location of utilities. o Existing signs to remain, to be removed, to be relocated or replaced. o Proposed signs (illustrated, numbered and size). DocuSign Envelope ID: FD24F92F-6139-4C7F-AA82-1622E42AE476 o Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced.
Pavement Marking. The Engineer shall detail both permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the State (and other Engineers as required) for overall DocuSign Envelope ID: CB7B82B2-FA3B-4DDD-957A-C5AE0E5F436A temporary, interim, and final pavement marking strategies. The Engineer shall select Pavement markings from the latest State standards. If requested by the State, the Engineer shall provide a 3D model with the proposed pavement marking stenciled onto the model. The Engineer shall provide the following information on sign and pavement marking layouts: • Roadway layout. • Center line with station numbering. • Designation of arrow used on exit direction signs • Culverts and other structures that present a hazard to traffic. • Location of utilities. • Existing signs to remain, to be removed, to be relocated or replaced. • Proposed signs (illustrated, numbered and size). • Proposed overhead sign bridges to remain, to be revised, removed, relocated, or replaced. • Proposed overhead sign bridges, indicating location by plan. • Proposed markings (illustrated and quantified) which include pavement markings, object markings and delineation. • Quantities of existing pavement markings to be removed. • Proposed delineators, object markers, and mailboxes. • The location of interchanges, mainlanes, grade separations, frontage roads and ramps. • The number of lanes in each section of proposed highway and the location of changes in numbers of lanes. • Right-of-way limits. • Direction of traffic flow on all roadways.
Pavement Marking. Section 8-22.3(1) is revised to read: The Contractor shall pre-xxxx each installation of pavement marking materials prior to application, except when existing markings are visible. The pre-marking shall be a guide in placing the pavement markings. Placement of the pavement marking materials shall not be performed until the pre-marking has been inspected and approved by the Engineer. Section 8-22.3(3)D is supplemented with: (*****) Broken or “Skip” lines length and spacing shall match existing painted markings. Section 8-22.3(3)F is supplemented with: (*****) Pavement markings shall be applied at 15 mils base line wet thickness measured above the pavement surface or above the groove bottom for grooved markings in thousandths of an inch (mils). Prior to the starting work the Contractor shall run a test paint line with the Engineer present to measure and confirm the mils thickness is being met. Following confirmation and approval by the Engineer that the mils thickness standard is being met the Contractor shall start painting. Any paint line during the project that is found not to meet the thickness standard shall be repainted at no cost to Owner. Section 8-22.3(4) is supplemented with: (*****) The installed pavement marking material shall have a uniform thickness and smooth surfaced cross-section throughout its entire length. The Contractor shall be responsible for removing all pavement marking materials spilled on the road surface by a method acceptable to the Engineer. Section 8-22.3 (6) is replaced with: (*****) Pavement markings to be removed shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Hydroblasting shall be used to remove the painted markings as the only method allowed. If in the opinion of the Engineer, the pavement is materially damaged by the pavement marking removal, such damage shall be repaired by the Contractor in accordance with Section 1-07.13(3). Division 9 Materials 9-34 Pavement Marking Material Section 9-34.2 is modified as follows: Center line, edge lines, and painted wide lines shall be Low VOC Waterborne Paint. Attachment D Road List ROAD NAME Center Stripe (LF) Edge Line (LF) Painted Wide Line (LF) Recessed Pavement Marker Type 2 (EA) Remove Raised Pavement Marker (EA) Remove Plastic Crosswalk Line (Per SQ FT) Remove Plastic Traffic Marker (EA) Remove Painted Traffic Marking (EA) Agate Pass Road 3,485 0 0 0 0 0 0 0 Xxxxxxxxx Xxxx 1,600 0 0 0 0 0 0 0 Xxxx...
Pavement Marking. Pavement marking incorporated into the work shall comply with Subsections 150.04.A and 150.04.B.
