type of workpavement markings sectionI-5: striping mp 18 168 highwaypacific highway
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00290.41(b) Disturbing Wetlands - Add the following to the end of this subsection: Permits have been obtained for this project from the [US Army Corps of Engineers (Corps)] and the [Department of State Lands (DSL)]. Keep a copy of Corps and DSL permits at the project site during construction. These permits authorize the placement of _____ cubic yards of fill within wetlands located at Station(s)_____. A total of ____ acres of wetlands will be permanently filled and _____ acres will be temporarily impacted. Changes to the project that may increase the amount of fill placed in wetlands or the acreage of wetlands impacted are not authorized. (Use the following lead-in paragraph and subsection .42 when a work containment plan and a work containment system are required, such as for bridge demolition or paint removal. Delete items that do not apply. Fill in the blanks as needed. Obtain information from Environmentalist.) [ Begin subsection .42 ] Add the following subsection: 00290.42 Work Containment Plan and System - A work containment plan (WCP) and a work containment system (WCS) are required on this Project for _____ activity(ies). Develop and submit a WCP for approval at least 28 Calendar Days prior to mobilization for ____ activity(ies). Maintain a copy of the WCP on the Project Site at all times during construction, readily available to employees and inspectors. Ensure that all employees comply with the provisions of the WCP. Design the WCP to avoid or minimize disturbance to protected features (property, sensitive cultural or natural resources, the Regulated Work Area, or other features identified by Agency) related to Contractor operations. Before developing the WCP, meet with Agency to review the Contractor’s activities that require a WCP and WCS and to ensure that all parties understand the locations of protected features to be avoided and the measures needed to avoid and protect them. Notify the Project Manager at least 10 Calendar Days before beginning WCS construction activities. The Agency reserves the right to stop work and require the Contractor to change the WCP methods and equipment before any additional Contract work, at no additional cost to the Agency, if and when, in the opinion of the Agency, that such methods jeopardize the safety of traffic, the integrity of the new structure, damage protected features, or destroy aquatic life or habitat in the Regulated Work Area. Provide a WCP and a WCS according to the following: (a) Work Containment Plan (WCP) - The WCP shall identify the prevention of delivery of construction debris, material or other contaminants to protected features, caused by the Contractor's construction operations including but not limited to mobilization, construction, maintenance, and demolition. Implement the WCP as approved. The WCP shall:
(Use one of following bullets depending on permit conditions. Delete what does not apply. Fill in the blank with stream or bridge name.)
(In (b) below, select either "repair" or "removal" as appropriate. Delete the one that does not apply. Remove the parentheses around the word that remains.) (b) Work Containment System (WCS) - The WCS shall consist of a containment system that is rigid and in place before (repair) (removal) work begins, as described in the WCP. Design the containment system for not less than the system self-weight plus 25 psf live loading, or system self-weight plus debris weight plus removal equipment weight, or load combinations. Debris weight includes the possibility of a concrete form failure, concrete spills, and any other construction material load imposed on the containment system. The WCS shall show specific attention to the need for special care in demolition work. Provide all required shoring, bracing, barricades, fencing, and other devices that may be required, and exercise all necessary precautions to fully protect pedestrian, vehicular, and navigation traffic, and to minimize disturbance to protected features and to prevent damage to the new bridge or other structures. The WCS shall be designed and stamped by a registered Professional Engineer. Include all load assumptions and calculations and submit stamped working drawings to the Agency according to 00150.35. [End subsection .42] (Use the following subsection .51 when there are known sensitive cultural sites on the project. Fill in the blanks.) 00290.51 Protection of Sensitive Cultural Sites - Add the following to the end of this subsection: There are sensitive cultural sites on this Project. At the time of preparation of the Plans, there were _______ sites identified. (List Tribal Representative and Agency Archaeologist below. Do not include phone numbers. Delete if not applicable.) The Tribal Representative for this Project is __________________________. The Agency Archaeologist for this Project is __________________________. All contact with the Tribe or the Agency Archaeologist shall be through the Project Manager's office. Contractor, Inspector, ODOT Regional Environmental Coordinator and Agency Archaeologist will discuss location of archaeological sites and high probability areas, prior to construction. Identify all No Work Zones with orange plastic mesh fencing from the QPL or lath and flagging, as shown. An Archaeological/Tribal Monitor has been selected for this project. (Use the following subsection .90 when a work containment plan and a work containment system are required, when staging areas are required, or when there are known sensitive cultural sites on the project. Remove the parentheses in "paragraph(s)" when more than one paragraph below is used. Remove "(s)" when only the plastic mesh fencing paragaraph is used.) 00290.90 Payment - Add the following paragraph(s) to the end of this subsection: (Use the following paragraphs when a work containment plan and a work containment system are required.) The work containment plan and the work containment system will be paid for at the Contract lump sum amount for the item "Work Containment Plan and System". Payment will be payment in full for furnishing all materials, equipment, labor, and incidentals necessary to complete the work as specified. Payment includes providing and updating the work containment plan and for designing, constructing, maintaining, and removing the containment system. (Use the following paragarph when staging areas are required or when there are known sensitive cultural sites on the project.) No separate or additional payment will be made for orange plastic mesh fencing. SP850 (04-02-09) (When this Section is used on a project and when it has a completion date of September 15 or later, contact the Scheduler to determine if a separate completion date for striping is required. If a separate completion date is required, include an interim completion date in 00180.50(h).) SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications. Delete specifications that do not apply to the project.) Comply with Section 00850 of the Standard Specifications modified as follows: 00850.20(b) Equipment for Longitudinal Lines - Replace the paragraph that begins "Use equipment capable of…" with the following paragraph and bullets: Provide equipment that can:
(Use the following subsection .20(c) when inlaid/grooved markings are required.) 00850.20(c) Equipment for Inlaid/Grooved Markings - Replace this subsection, except for the subsection number and title, with the following: Use grinding equipment with diamond grinding heads and shot-blasting equipment to create a smooth, flat-bottomed cut of uniform depth or a sloped cut as shown. 00850.40 Projects Without Striping Plans - Replace the paragraph that begins "For projects without…" with the following paragraph: For projects without striping Supplemental Drawings, replace striping to match existing pavement markings in-kind. 00850.43 Prepare and Prime Pavement - Add the following paragraph to the end of the first bullet: For grooved pavement marking tape installations, after slot has been ground out and prior to measuring the depth of the slot remove any remaining existing pavement markings from the existing pavement surface. 00850.44 Alignment Layout – Add the following paragraph to the end of this subsection: Existing pavement markings may be used for alignment layout as approved by the Engineer. 00850.46 Placement Tolerance - Replace the bullet that begins "Thickness of lines…" with the following bullet:
00850.47(b) Curing of Material - Replace the sentence that begins "Rate the line…" with the following sentence: Rate the line, markings, and pavement marker adhesive at the time of installation to determine if the material has properly cured. 00850.47(c) Retroreflectivity - Replace the sentence that begins "Use a retroreflectometer…" with the following sentence: (Note to spec writer - The metric value listed below is an industry recognized standard geometry for measuring retroreflectivity. DO NOT convert the value to an English unit.) Use a 30 meter geometry retroreflectometer to measure the retroreflectivity within 48 hours of curing, except for paint applications: 00850.70 Disposal of Waste - Replace this subsection with the following subsection: 00850.70 Disposal of Materials - Dispose of all materials according to 00290.20. SP851 (03-31-08) SECTION 00851 - PAVEMENT MARKING REMOVAL Comply with Section 00851 of the Standard Specifications. SP855 (06-12-08) (This Section requires SP850.) SECTION 00855 - PAVEMENT MARKERS (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications. Delete specifications that do not apply to the project.) Comply with Section 00855 of the Standard Specifications modified as follows: 00855.40(c) Installation - In the paragraph that begins "Do not install…", replace the sentence that begins "Adjust spacing between…" with the following two sentences: To avoid longitudinal cracks and joints, adjust pavement markers up to one half the width of the marker. To avoid transverse cracks and joints, adjust pavement markers ahead or back on line 5 inches. SP865 (04-02-09) (This Section requires SP850.) SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS DURABLE (Use the following paragraph when subsection 00865.45 is NOT included in the project.) Comply with Section 00865 of the Standard Specifications .modified as follows: 00865.45 Installation - Replace the paragraph that begins "Grind slot depth…" with the following paragraph: Grind slot depth to 110 mils to 125 mils into the existing pavement with a smooth, uniform, flat bottom. Apply tape into slot. Remove existing pavement markings the same day tape is applied. 00865.90 Payment – Add the following paragraph to the end of this subsection: No separate or additional payment shall be made for removal of existing pavement markings. (Use the following lead-in paragraph and subsection 00865.45 when "Method C: Protected Inlaid Markings" are included in the project.) Comply with Section 00850 of the Standard Specifications modified as follows: 00865.45 Installation - Replace the bullet that begins "Method C: Protected Inlaid Markings…" with the following bullet: Method C: Protected Inlaid Markings - Grind the slot depth as shown. Apply the specified marking material to the slot by an extrusion process so the slot is filled from edge to edge and the top of the marking material is recessed below the pavement surface as shown. Excluding wet weather patterns, make the marking flat or slightly convex on top. SP2110 (10-23-08) SECTION 02110 - POSTS, BLOCKS, AND BRACES (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications. Delete specifications that do not apply to the project.) Comply with Section 02110 of the Standard Specifications modified as follows: 02110.40(a) Grading - Replace the Douglas Fir and Hem Fir grading requirements with the following grading requirements: Species 4" x 4" 4" x 6" 6" x 6" and Larger Douglas Fir 124 c WCLIB 123 c WCLIB 131 cc WCLIB 42.12 WWPA 62.12 WWPA 80.12 WWPA Hem-Fir 124 c WCLIB 123 c WCLIB (not allowed) 42.12 WWPA 62.12 WWPA (not allowed) |