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I-5: battle creek – n. jefferson interchangePACIFIC HighwayMarion County (Final Plan DraftPS&E, Edition #23) December 79, 2009 Donald R. Morris 503-986-2644 SP220 (01-14-10) SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC (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 00220 of the Standard Specifications modified as follows: (Use the following subsection .02 lead-in paragraph when adding bullets.) 00220.02 Public Safety and Mobility - Add the following bullets to the end of the bullet list:
(Use the following bullet when the pre-construction speed is greater than 35 mph and there is trench excavation or other excavation work to be performed.)
(Use the following bullet when existing walkways or bikeways may be affected by the installation of work zone signs.)
(Use the following bullets when automated flagger assistance devices are required.)
(Don Morris non-standard: Use the following bullet with the flagger station lighting pay item.)
00220.40(e) Lane Restrictions - Replace the paragraph that begins "Do not close any…" with the following paragraph: Do not close any traffic lanesLane closures for subsections (1) and (2) shall follow the conditions, locations and times shown below. and removeAs a minimum, maintain one lane open to traffic in each direction at these same locations and times and remove all barricades and objects from the roadway. during the following periods: (Use the following lead-in paragraph, and subsections (1) and (2) only when modifying lane restrictions. Submit a Traffic Analysis Work Request Form to the Region Traffic Office for the lane restrictions. It's available on the web at http://www.oregon.gov/ODOT/HWY/TS/resources.shtml) Replace subsections (1) and (2) with the following: (1) WeekdaysNorthbound:
(2) Weekends Southbound: - Between ____ p.m. on Friday and midnight on Sunday.
(Use the following subsection (4) to list special events. List the names, times, and dates of the events.) Add the following paragraph prior to subsection (3): Also, for subsections (3) and (4), do not close any traffic lanes and remove all barricades and objects for the Pacific Highway (I-5) during the following periods: (4) Special Events - Add the following to the end of this subsection: The following special events will occur during this Project:
(Use the following lead-in paragraph when adding either of the following subsections .40(f) or .40(g). Remove the "(s)" or remove the parentheses as needed.) Add the following subsection(s): (Use the following subsection .40(f) when blasting or when erecting bridge girders or sign structures. Contact Traffic Analysis Unit for designated peak hours. Delete non-applicable items in the first sentence. Do not change the subsection alpha character (keep it "(f)".) 00220.40(f) Limited Duration Road Pacific Highway (I-5) Northbound Closure - The Contractor will be permitted to close all 2 of 3 travel lanes and detour all northbound traffic four separate times, as shown in the plans, for periods not to exceed 20 minutes10 hours in duration during blasting or erecting bridge girders and sign Commercial Street structure s joint repairs. over the travel lanes. This work will only be permitted between theas allowed under subsection 00220.40(e) northbound 1-lane closure hours. of _________ and _________. Succeeding roadway closures will not be allowed until traffic clears from a preceding closure. 00220.40(g) Limited Duration Freeway Ramp Closures - The Contractor will be permitted to close freeway on-ramps for periods not to exceed 20 minutes in duration during Rolling Slowdowns or other transitional work zone staging at freeway entrance points. This work will only be permitted between the hours of 11:00 p.m. and 4:00 a.m. For mainline freeway surfacing work, close ramps to traffic at their entrance or exit points to or from the freeway only during right lane work in the immediate area of the connection. Do not close any freeway ramp connection point until all materials and equipment are on hand or guaranteed to be delivered so that the work can be done in an efficient manner with a minimum period of freeway ramp closure. For work on any freeway ramp that can not be safely accomplished using Standard Drawing TM860, close the ramp to traffic following the seasonally adjusted time-of-day lane restrictions from this section that apply to the immediate area of the ramp. Any freeway ramp closures will not be allowed until PCMS Units to warn traffic of the closure have been in-place a minimum of 5-days prior to the ramp closure. The warning message should contain date-of-closure and time-of-day information and must be approved prior to use. (Use the following subsection .40(g) when the Rolling Slowdown Method is used to temporary close travel lanes. Use only on full access controlled highways. Obtain the information from the Traffic Control Designer. Include a Pilot Car pay item when using this insert. Do not change the subsection alpha character (keep it "(g)".) 00220.40(gh) Road Closure Using Rolling Slowdown Method (RSM) - The Contractor will be permitted to use a RSM for slowing traffic and closing all travel lanes on the ____________Pacific Highway (I-5) for periods not to exceed 20 minutes while setting up and changing staging configurations at the Battle Creek Interchange bridge deck overlay__________(specify type of work here)______________. This work will be allowed only between ________ 11:00 p.m. and _______ 4:00 a.m. Provide written notification to the Engineer and all affected emergency services at least 14 days before using the RSM. Calculate the location where the pilot cars will begin the RSM and the speed at which the pilot cars will travel to accommodate the needed time to complete the work within 20 minutes. Perform a RSM by using one pilot car for each lane to be slowed. Use only pilot cars to control the flow of traffic on the freeway. Use one additional pilot car as a chase vehicle to follow the last free-flowing vehicle ahead of the blockade. The pilot cars shall enter the roadway, form a moving blockade, and reduce traffic speeds to create a gap in traffic to accomplish the work without completely stopping traffic. When using the RSM, place a PCMS a minimum of 2,500 feet in advance of each point where the pilot cars enter the freeway. Place flagger(s), accompanied by appropriate devices and signing, at the terminal of all closed on-ramps within the controlled delay area. Establish and utilize radio communications to adjust the speed of the blockade, as necessary. Maintain radio communications at all times among the pilot cars, on-ramp flaggers, and the construction crew. The Contractor may begin work immediately after the chase vehicle has passed the work area. If the work within the work area is not completed when the moving blockade reaches it, immediately cease all work except what is necessary to clear the roadway and reopen the roadway to traffic. Succeeding RSM will not be allowed until traffic clears from a preceding RSM. (Use the following subsection .41 for bridge pavement work or bridge end work.) 00220.41 Bridge Work -– Bridge deck resurfacing work at the Battle Creek Interchange shall be completed prior to any work on other roadway surfacing within 1,000 feet of the bridge end. Before starting any grading or pavement removal at bridge ends or removal of pavement from bridge decks, arrange so that all equipment, labor, and materials required to complete the pavement replacement work and bridge deck waterproofing work are on hand or are guaranteed to be delivered. Once grading and pavement removal begins, vigorously prosecute and complete this work. Complete paving and membrane waterproofing work in the shortest possible time. Temporarily taper or bevel longitudinal and transverse grade changes or drop offs resulting from grading and pavement removal and membrane waterproofing work with asphalt concrete mixture to provide a smooth and safe transition. Construct and maintain a 1V:10H or flatter slope along longitudinal joints. Construct and maintain a 50 feet per 1 inch or flatter taper across transverse joints. (Use the following subsection .42 when the road is to be closed to traffic during construction of bridges.) 00220.42 Bridge Site Road Closure - Close the road to traffic at the bridge site during reconstruction of the bridge. Do not close the road until all materials and equipment are on hand or guaranteed to be delivered so that the work can be done in an efficient manner with a minimum period of road closure. The road closure will not be allowed until the area is signed according to the TCP and the requirements of Section 00225. (Use the following lead-in paragraph and one of the following subsection .45's with bridge work. Delete the subsections that do not apply. Obtain information from the Bridge Designer.) Add the following subsection: [ Use this subsection .45 for bridges designed for H20, HS20 ratings or greater. ] 00220.45 Load Restrictions on Bridges - Limit the combined weight of construction vehicles, equipment, and daily material usage to 65,000 pounds for every 1,000 square feet of surface area plus the weight of long term storage of materials to 25,000 pounds for every 100 square feet of surface area of the bridge or a total of 200,000 pounds for each span of the bridge, whichever is less. The Contractor may request alternate loadings by submitting, 30 Calendar Days before proposed loadings, stamped loading calculations and data according to 00150.35. [ Use this subsection .45 for bridges designed for H15, HS15 ratings. ] 00220.45 Load Restrictions on Bridges - Limit the combined weight of construction vehicles, equipment, and daily material usage to 45,000 pounds for every 1,000 square feet of surface area plus the weight of long term storage of materials to 18,000 pounds for every 100 square feet of surface area of the bridge or a total of 150,000 pounds for each span of the bridge, whichever is less. The Contractor may request alternate loadings by submitting, 30 Calendar Days before proposed loadings, stamped loading calculations and data according to 00150.35. [ Use this subsection .45 for bridges on the Restricted Bridge List or have a condition rating of 4 or less on any part of the bridge. ] 00220.45 Load Restrictions on Bridges - Structure No. ________ is on the Restricted Bridge List or has a condition rating of 4 or less. If the Contractor will park vehicles or equipment on the bridge or store materials on the bridge submit, 30 Calendar Days before loading, stamped loading calculations and data according to 00150.35. SP225 (01-14-10) (This Section requires SP2110. Requires SP440 when temporary traffic signals are required.) (NOTE: All Federal-aid projects, including local government projects, that are advertised and awarded by ODOT require "Method 'A' Unit Basis" measurement [see Standard Specifications 00225.80].) SECTION 00225 - WORK ZONE TRAFFIC CONTROL (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 00225 of the Standard Specifications modified as follows: 00225.02 General Requirements - Add the following after the last paragraph of this subsection: (Don Morris non-standard: Use the following sentence on all projects modified to list only those Standard Drawings used to control work zone traffic.) Protect all forms of traffic by using the appropriate configurations as detailed on Standard Drawings TM800, TM840TM850, TM860, TM841 TM861 and TM850TM862. Pacific Highway (I-5) required signing at both ends of the project: Install an "INTERMITTENT ROAD WORK NEXT 6 MILES" (CG20-13-36) sign on the right shoulder of Pacific Highway (I-5), approximately 1,000 feet in advance of the "PROJECT IDENTIFICATION" sign, facing incoming traffic. (Use one of the following two paragraphs as indicated below. Delete the one that does not apply. Fill in the blank.) [ Paragraph 1 - Use this paragraph on all ODOT-identified economic stimulus projects. ] Install a Type "W8" "PUTTING OREGON BACK TO WORK" (CG20-8S-48) sign with a "KEEPING OREGON ON THE MOVE" rider on the _____________ Highway, according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings, in advance of the "ROAD WORK AHEAD" sign at each end of the Project, facing incoming traffic. [ Paragraph 2 - Use this paragraph on all other ODOT projects that have an engineer's estimate of $1 million or more, and duration longer than one month, and an ADT of 2,000 or higher. ] Install a Type "W8" "PROJECT IDENTIFICATION" (CG20-8-48) sign with a "KEEPING OREGON ON THE MOVE" top rider on the _____________Pacific Highway (I-5), according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings,approximately 1,000 feet in advance of the right shoulder installed "ROAD WORK AHEAD" sign at each end of the Project, facing incoming traffic. The Engineer will determine the sign legend. Install an "END ROAD WORK" (CG20 2A 24) sign approximately 825 feet beyond each end of the Project on the right shoulder, facing outgoing traffic. Pacific Highway (I-5) required signing at the north end of the project: (Fill in the blanks with the appropriate information.) Install a "ROAD WORK AHEAD" (W20-1-48) sign with "FINES DOUBLE" (R2 6 36) bottom rider on the right shoulder of Pacific Highway (I-5), facing incoming southbound traffic, according to sign spacing "A" from the "TCD Spacing Table" shown on Standard Drawing TM800 and the "Divided Freeway One Lane Closure" configuration shown, on Standard Drawing TM860. Install a "ROAD WORK AHEAD" (W20-1-48) sign with "FINES DOUBLE" (R2 6 36) rider on the ________________ Highway, according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings. Also, install an "END ROAD WORK" (CG20 2A 24) sign approximately 500 feet beyond each end of the Project, facing outgoing traffic. When mounting signs on concrete barrier in median areas, do not install the sign flag boards on the "FINES DOUBLE" rider or on the "ROAD WORK AHEAD" signs. Install a "ROAD WORK AHEAD" (W20-1-36) sign, without the "FINES DOUBLE" (R2 6 36) bottom rider, on the median barrier of Pacific Highway (I-5), facing incoming southbound traffic. Locate the median barrier mounted sign approximately 30 feet in advance of the right shoulder installed sign. Pacific Highway (I-5) required signing at the south end of the project: Install two "ROAD WORK AHEAD" (W20-1-48) signs, each with a "FINES DOUBLE" (R2 6 36) bottom rider, on Pacific Highway (I-5), facing incoming northbound traffic. Locate these signs according to sign spacing "A" from the "TCD Spacing Table" shown on Standard Drawing TM800 and the "Divided Freeway One Lane Closure" configuration, shown on Standard Drawing TM860. Locate the median sign approximately 30 feet in advance of the right shoulder installed sign. When mounting signs on concrete barrier in median areas use only 36x36 inch diamond shaped signs or equivalent sign sizes. Do not install the sign flag boards above any concrete barrier mounted signs. Also, do not install the "FINES DOUBLE" bottom rider on the "BRIDGE WORK AHEAD" or "ROAD WORK AHEAD" barrier mounted signs. (Use the following paragraph when it is necessary to reduce the overall roadway width between positive barriers [for example: concrete barrier, guardrail, and falsework] to less than 19 feet.) When the horizontal clearance for the roadway is less than 19 feet, install horizontal clearance (CW21-12-48) signs, identifying the narrowest width of the roadway. Locate these horizontal clearance signs as shown or as directed. (Use the following paragraph when it is necessary to reduce the overall vertical clearance to less than 15 feet 3 inches.) When the vertical clearance is less than 15 feet 3 inches, install low clearance (W12 2 48) and (OW12 2 36) signs. The clearance shown on the signs shall be 4 inches less than the shortest height of the opening. Locate these low clearance signs as shown or as directed. (Use the following paragraph on all freeway projects.) Install two sign flag boards above the " INTERMITTENT ROAD WORK NEXT XX 6 MILES" and the initial "BRIDGE or /ROAD WORK AHEAD" post mounted signs, as shown on the standard drawingsStandard Drawing TM204. When mounting signs on concrete barrier in median areas, do not install the sign flag boards on the initial "BRIDGE/ROAD WORK AHEAD" sign. Install a "CONSTRUCTION VEHICLE DO NOT FOLLOW" (CW23 14 24) sign on rigid substrate on the back of all haul vehicles. 00225.05 Contractor Traffic Control Plan - Replace this subsection, except for the subsection number and title, with the following: The Contractor will be allowed to use the Agency’s TCP, modify the Agency’s TCP, or use a different TCP. Submit the following, for approval, five calendar days before the preconstruction conference: (a) Agency or Contractor TCP - If the Agency's TCP is used without modification, a written notification indicating that the Agency's TCP will be used without modification. If the Contractor will be using a modified Agency TCP, or if the Contractor will not be using the Agency TCP, include the following:
(b) Tourist-Oriented Directional (TOD) and Business Logo Signs - Two copies of a sketch map of the Project showing all existing tourist-oriented directional (TOD) and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages. If there are no TOD signs on the project, a written notification that no TOD signs exist within the project limits. 00225.06(c-2) Cold Plane Pavement Removal -– Add the following paragraph to the end of this subsection: For safety considerations in 6 inch deep cold plane pavement removal areas, pave-back a minimum 3 inch lift at the end of each shift. Pave-back entire length of 6 inch deep cold plane pavement removal area within 14-days. Maintain ramp access by completing 6 inch deep cold plane pavement removal and complete pave-back within same shift approximately 500 feet from ramp gore back toward approaching traffic. Add the following subsection: 00225.06(c-3) Top Base Course Paving - Traffic will be allowed on 3 inch HMAC base course paving, in areas where the cold plane pavement removal depths are less than or equal to 3 inches, for a maximum of 72 hours. (Use the following subsection .11 when the completion time is less than eight months after the bid opening date and on traffic signal, illumination, landscaping, or other projects when temporary signing duration will be limited.) 00225.11 Temporary Signing - Replace the sentence that begins "Furnish new or acceptable temporary signs..." with the following sentence: Furnish temporary signs meeting the requirements of the "Acceptable" category shown in the American Traffic Safety Services Association (ATSSA) "Quality Standards For Work Zone Traffic Control Devices" handbook and the following: 00225.11(b-5) Square Tube Sign Supports - Replace this subsection with the following subsection: 00225.11(b-5) Perforated Steel Square Tube Sign Supports - Use perforated steel square tube sign supports from the QPL and as shown on the standard drawings. 00225.12(c) Concrete Barrier -– Add the following bulleted item as the third buillet in series:
Add the following to the end of this subsection: When connecting concrete barrier to existing bridge rail, use metal guardrail components as shown in the plans and on the Standard Drawing TM530. 00225.12(d) Impact Attenuators - Add the following to the end of this subsection: Furnish NCHRP 350 TL-3 truck mounted impact attenuators (TMA) from the QPL. When the pre-construction posted speed is greater than 45 MPH, the support vehicle for the TMA shall have a minimum weight of 15,000 pounds and a maximum weight of 35,000 pounds. When a TMA is in-place, set the parking brake and transmission on the support vehicle, as recommended by the manufacturer. If used in a mobile operation, the TMA support vehicle shall shadow the mobile operation and maintain a consistent distance from the mobile operation as recommended by the manufacturer. 00225.13(d) Plastic Drums - Replace the sentence that begins "Provide drums with…" with the following sentence: Use retroreflective drum sheeting meeting the requirements of ASTM D 4956 Type III or Type IV. 00225.13(e-2) Concrete Barrier – Add the following sentence to the end of this subsection: Use Type 5 delineators on Relocated Existing Concrete Barrier, one delineator for every other concrete barrier section. (Use the following lead-in sentence and subsection .18 when automated flagger assistance devices are required. Note: Be sure the Designer includes Standard Detail DET4700 in the TCP when AFAD's are required.) Add the following subsection: 00225.18 Automated Flagger Assistance Device - Furnish an automated flagger assistance device (AFAD) from the QPL. (Use the following subsection .32 when there is a pay item for a traffic control supervisor.) 00225.32 Traffic Control Supervisor - Replace the bullet that begins "Prepare and sign a daily…" with the following bullet:
(Use the following lead-in sentence and subsection .35 when automated flagger assistance devices are required.) Add the following subsection: 00225.35 Automated Flagger Assistance Device Operator - Provide a flagger, who has been trained in the operation of AFAD's, to operate the device. The operator shall attend the AFAD at all times during the operation of the device. The AFAD operator shall not flag traffic and operate an AFAD at the same time. 00225.41(b-5) Square Tube Sign Supports - Replace this subsection with the following subsection: 00225.41(b-5) Perforated Steel Square Tube Sign Supports - Perforated steel square tube sign supports may be used as a substitute for wood sign posts. Install perforated steel square tube sign supports as shown on the standard drawings. (Use the following subsection .42(c) when concrete barrier is required.) 00225.42(c) Concrete Barrier -– Replace the first sentence of this subsection with the following: When placing barrier or relocating existing concrete barrier adjacent to a road, maintain a minimum of 24 inches from face of barrier, or relocated existing concrete barrier, to edge of traffic lane. In the flare rate table, replace the 45 mph and the 40 mph lines with the following lines: 45 12:1 40 10:1
Add the following as a separate paragraph at the end of this subsection: Remove only an amount of existing concrete barrier that can be relocated within one shift. Relocate barrier sections in the direction of traffic flow. For example, southbound, replace barrier from north to south, and for northbound, replace barrier from south to north. Do not leave any barrier ends exposed to traffic at any time. Retain a minimum half barrier section length overlap of any barrier end during non-work hours. Lap the barrier so traffic in either direction of travel is only exposed to a trailing barrier end. (Use the following subsection .43(f-1) when temporary removable tape is required.) 00225.43(f-1) Temporary Removable Tape - Add the following sentence to the end of the paragraph: Remove the temporary removable tape before placing subsequent surfacings and after installing permanent pavement markings. (Use the following subsection .43(g) when striping is required on new bridge decks.) 00225.43(g) Temporary Striping - Add the following paragraph after the first paragraph: For temporary striping on new bridge deck surfaces, use temporary removable tape. (Use the following lead-in paragraph and subsection .43(j) when pavement legends or pavement bars are required.) Add the following subsection: 00225.43(j) Pavement Legends and Bars - Before opening roadways to traffic, unless otherwise allowed, apply temporary pavement legends and bars on pavement base courses at locations designated. Apply bead binder at a thickness of 15 mils wet and glass beads at a rate of 5 pounds per gallon of paint. (Use the following lead-in sentence and subsection .50 when automated flagger assistance devices are required.) Add the following subsection: 00225.50 Automated Flagger Assistance Device - Install and operate the AFAD to safely stop and control traffic through the work zone. Position the AFAD operator’s control location a safe distance from traffic. Install the AFAD according to the details shown. Use the AFAD according to manufacturer’s recommendations. Do not use the AFAD to control more than one lane of approaching traffic. Provide illumination when used during nighttime hours. Do not use an AFAD to replace a continuously operating temporary traffic control signal. The Engineer may order adjustments to the operation of the AFAD or substitute flagging for the AFAD based on traffic delay, field conditions, and safety concerns. When providing AFAD for both directions of traffic, use AFAD's of the same type and from the same manufacturer. When the AFAD is not in use during a work shift, turn it off or switch the yellow lens to flash mode and cover or remove all accompanying signing. When the AFAD is not in use for more than one work shift, remove it and all accompanying signing from the roadway. 00225.62(a) Temporary Concrete Barrier -– Add the following sentence: Repair relocated existing concrete barrier as described for repair of temporary concrete barrier. (Use the following subsection .62(b) when impact attenuators are required.) 00225.62(b) Temporary Impact Attenuators - Replace the paragraph that begins "When impact attenuator…" with the following paragraph: When impact attenuator, truck mounted attenuator, or narrow site attenuator systems are used, have enough modules, cartridges, components, and replacement parts on-site to replace one complete installation or have on-site a complete replacement attenuator. Re stock replacement items or complete replacement attenuators within 24 hours of use. All modules, cartridges, components, and replacement parts, and replacement attenuators not used remain the property of the Contractor. Add the following to the end of this subsection: No separate or additional payment will be made for moving truck mounted impact attenuators or for truck mounted attenuator vehicle damage. (Use the following lead-in sentence and subsection .68 when automated flagger assistance devices are required.) Add the following subsection: 00225.68 Automated Flagger Assistance Device - When repairs of the AFAD are required, take the device out of service. Flag traffic until repairs are complete and the AFAD is re-installed and operational. Use replacement stock by the same manufacturer and type, with capabilities equal to the original system, as installed. (Use the following lead-in paragraph and subsection .82(e) when impact attenuators are required.) Add the following subsection: 00225.82(e) Temporary Impact Attenuator Repair - Temporary impact attenuator repair will be measured on the unit basis as follows:
00225.82(b-3) Concrete Barrier -– Add the following: Measurement of relocated existing concrete barrier will be as described for measurement of temporary concrete barrier. (Use the following subsection .83(c) when pavement legends or pavement bars are required. When only one paragraph is required remove the "s" from "paragraphs" and delete the paragraph that does not apply.) 00225.83(c) Striping - Add the paragraphs to the end of this subsection: (Use the following paragraph when pavement legends are required.) Temporary pavement legends will be measured on the unit basis, by actual count. (Use the following paragraph when pavement bars are required.) Temporary pavement bars will be measured on the area basis, to the nearest square foot, for each stop bar and crosswalk bar. (Use the following lead-in sentence and one of the following subsection .87(c)'s when automated flagger assistance devices are required. Delete the subsection that does not apply.) Add the following subsection: [ Use this subsection .87(c) when AFAD's are measured on the unit basis. ] 00225.87(c) Automated Flagger Assistance Device - Automated flagger assistance devices will be measured on the unit basis. [ Use this subsection .87(c) when AFAD's are measured on the time basis. ] 00225.87(c) Automated Flagger Assistance Device - Automated flagger assistance devices will be measured on the time basis, of the actual number of hours, to the nearest hour, the AFAD's are operating and in use to control traffic. (Use the following subsection .90(a-1) when impact attenuators are required.) 00225.90(a-1) Pay Quantities - Replace the paragraph that begins "All TCD damaged by…" with the following paragraph: All TCD damaged by public traffic and replaced by the Contractor, except temporary signing, temporary electrical signs, and portable temporary traffic signals, will be paid for at the Contract price for the pay items listed in the Contract Schedule of Items or in approved Contract change orders, unless otherwise specified. Payment for replacing damaged TCD will only be made when: (Use the following subsection .92 when impact attenuators are required.) 00225.92 Temporary Barricades, Guardrail, Barrier, and Attenuators - Add the following pay items to the end of the pay item list and add the following paragraph: (n) Repair Temporary Impact Attenuator, ____ Each(o) Relocating Existing Concrete Barrier FootIn item (n), the words "Sand Module" or the type of attenuator, if applicable, will be inserted in the blank. Item (n) includes replacement of sand modules damaged by public traffic or includes repair or complete replacement of impact attenuators damaged by public traffic. Item (o) includes moving existing concrete barrier from one on-site location of actual use to another on-site location of actual use, and for placing, removing and replacing all Type 5 delineators, as required and necessary. Replace the paragraph that begins "No separate or additional…" with the following paragraph: No separate or additional payment will be made for temporary impact attenuator replacements, replacement modules, cartridges, components, or replacements parts that are required to be on-site according to 00225.62(b) or for cleaning and removing debris from impacts. No separate or additional payment will be made for moving truck mounted impact attenuators or for truck mounted attenuator vehicle damage. (Use the following subsection .93 when pavement legends or pavement bars are required. When only one pay item is required remove the "s" from "items" and delete the pay item that does not apply. Do not change the alpha characters (m) or (n).) 00225.93 Temporary Traffic Delineation - Add the following pay items: (m) Temporary Pavement Legends Each(n) Temporary Pavement Bars Square Yard(Use the following paragraph when pavement bars are required AND when there is a pay item for legend removal.) In the paragraph that begins "Item (l) includes...", add "and bars" between the words "legends required". (Use the following paragraph when pavement bars are required.) In the paragraph that begins "Payment for items...", replace "(g), (h), (i), and (j)" with "(g), (h), (i), (j), and (n)". (Use the following subsection .97 when automated flagger assistance devices are required. Select the appropriate pay item. Delete the pay item that does not apply.) 00225.97 Flagger and Flagger Station Lighting - Add the following pay item: [ Use this pay item when AFAD's are paid on the unit basis. ] (c) Automated Flagger Assistance Device Each[ Use this pay item when AFAD's are paid on the time basis. ] (c) Automated Flagger Assistance Device HourItem (a) includes the operation of the AFAD. Item (c) includes maintaining and moving each device, regardless of size or type. No separate or additional payment will be made for replacement parts and components or for illumination. (This page is only used to provide a list of standard drawings to the specification writer for listing on the plan title sheet. Remove this page before advance and final.) NUMBER OF TRAFFIC CONTROL PLAN SHEETS: _____Twenty (20) (Add or delete Standard Drawings, as applicable.) To be accompanied by Standard Drawings: RD410 Guardrail Parts (Thrie Beam) RD420 Guardrail Non-Flared Terminal RD425 Guardrail Flared Terminal
RD510 Concrete Barrier Terminal RD530 Guardrail Connection to Concrete Barrier RD535 Concrete Barrier (Modified) Around Medial Obstacle RD545 Precast Tall Concrete Barrier RD560 Cast-in-Place Tall Barrier Transition to Standard Concrete Barrier BR236 Guardrail Connection to Concrete Bridge Rail TM200 Sign Installation Details TM204 Flag Board Mounting Details TM211 Signing Details US and Interstate Route Shields TM212 Signing Details Oregon Route Signs TM570 Traffic Delineators TM575 Traffic Delineator, Installation for Freeways TM576 Traffic Delineator, Installation for Non-Freeways TM670 Wood Post Supports Sizing Charts TM671 3 Second Gust Wind Speed Isotach TM677 Sign Mounts TM681, TM687, TM688 Perforated Steel Square Tube Sign Support Installation and Foundation TM800 TCP Details TM810 TCP Temporary Reflective Pavement Markers TM820 Temporary Barricades TM821 TCP Temporary Sign Supports TM830 Temporary Concrete Barrier & Rumble Strip Details TM831, TM832 TCP Temporary Impact Attenuators TM840 TCP Closure Details TM841 TCP Intersection Details TM842 TCP Signalized Intersection Details TM843 TCP Multi-Lane Signalized Intersection Details TM850 TCP 2 2-Lane, 2-Way Roadways TM851, TM852 TCP Non-Freeway Multi-Lane Sections TM860, TM861, TM862 TCP Freeway Sections TM870 TCP Bridge Construction TM871 TCP Blasting Zones SP280 (06-12-08) (This Section requires SP440 when tire wash facility is required. Requires SP1030 when temporary seeding is required.) SECTION 00280 - EROSION AND SEDIMENT CONTROL (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.) (Use the following paragraph when none of the proceeding modified subsections are used.) Comply with Section 00280 of the Standard Specifications. (Use the following lead-in paragraph when any of the proceeding modified subsections are included in the project.) Comply with Section 00280 of the Standard Specifications modified as follows: (Use the following lead-in paragraph and subsection .05 on projects that are within Portland city limits. Fill in the "(XXX) XX..." with the correct phone number. Obtain the phone number from the Project Manager.) Add the following subsection: 00280.05 Project Signing - Install a minimum of two "EROSION CONCERNS? CALL (XXX) XXX XXXX" (CG20-10) Type "OO" signs within the Project limits. Place and mount the signs as shown on the standard drawings. Orientate the signs so they are visible to traffic, bicyclists, and pedestrians. Install the signs before performing clearing, grading, and other land alteration activities. (Use the following subsection .14(e) when bonded fiber matrix hydraulically applied matting is allowed. Check with the Erosion Control Designer before using this subsection.) 00280.14(e) Slope and Channel Liner Matting - Add the following paragraph to the end of this subsection: Where shown, furnish hydraulically applied bonded fiber matrix slope protection matting that consists of fully biodegradable long fiber strands held together by a water resistant bonding agent. (Use the following subsection .40 paragraphs and bullets on projects that are within Portland city limits.) 00280.40 Installation - Replace the paragraph that begins "Install erosion and sediment…" with the following paragraph: Install erosion and sediment control BMP as shown and according to the most current edition of the ODOT Erosion and Sediment Control Manual. Install these BMP before performing clearing, grading, or other land alteration activities. Ensure that no visible and measurable sediment or pollutants leave the Project boundaries, enter drainage systems or waterways, or violate applicable water standards. For purposes of this requirement, "visible and measurable" is defined as:
(Use the following subsection .42(a) paragraph and bullets on projects that are within Portland city limits.) 00280.42(a) Soil Exposure Limitations - Add the following bullets to the end of the bullet list:
(Use the following lead-in paragraph and subsection .44(e-4) when bonded fiber matrix hydraulically applied matting is allowed. Obtain the fill-in the blank information from the Erosion Control Designer.) Add the following subsection: 00280.44(e-4) Bonded Fiber Matrix Matting Placement - Apply bonded fiber matrix hydraulically at the rate of _____ pounds per acre. Apply in successive layers from at least two directions so that 100% coverage of all exposed soil is achieved. Do not apply the bonded fiber matrix immediately before, during, or after rainfall. Follow the manufacturer’s directions on drying so the applied product reaches the recommended state of dryness before being subjected to rainfall or other moisture. This varies from drying completely for up to 24 hours after installation to allowances for less drying, based on characteristics of the product approved for use. Apply bonded fiber matrix using commercial application equipment designed specifically for hydromulch application and approved by the bonded fiber matrix product manufacturer, either in printed literature or in consultation with the manufacturer. Furnish the manufacturer’s product literature or documentation of consultation with the manufacturer upon request. (Use the following subsection .48 on projects that require emergency materials. Obtain information from the Erosion Control Designer. Only list items that are included in the Schedule of Items.) 00280.48 Emergency Materials - Add the following paragraphs after the paragraph that begins "Provide, stockpile, and protect...": Provide and stockpile the following emergency materials on the Project site: Item Quantity (Use the following subsection .70 on projects that are within Portland city limits.) 00280.70 Removal - Replace the first sentence of this paragraph with the following sentence: Within 30 days of the notification of acceptance of permanent stabilization, remove temporary erosion and sediment control devices, materials, and erosion control signing from the area. (Use the following subsection .90 on projects that are within Portland city limits.) 00280.90 Payment - Add the following bullet to the bullet list under the paragraph that begins "Item (a) includes…":
(Use the following subsection .90 when bonded fiber matrix is required. Remove the subsection number and title if the number and title is included above.) 00280.90 Payment - Add the following sentence to the paragraph that begins "Item (f) includes...": It also includes the bonded fiber matrix matting application. SP290 (05-07-09) SP290 (05-07-09) SECTION 00290 - ENVIRONMENTAL PROTECTION Comply with Section 00290 of the Standard Specifications modified as follows: (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. Generally, the subsections that include instructions comply with SLOPES III requirements. Modify these subsections only for site specific conditions.) Comply with Section 00290 of the Standard Specifications modified as follows: (Use the following subsection .10 when specific staging areas have been approved. Delete what does not apply. Remove parentheses. Obtain information from the Environmentalist.) 00290.10 Staging and Disposal Sites - Add the following to the end of this subsection: Use the following staging (disposal) site(s):
No other sites may be used on this Project, including non-Agency sites. Delineate the limits of the site with orange plastic mesh fencing from the QPL for the duration of the Project. Remove the fencing when the Project is complete and the site has been restored to preconstruction conditions. Restore the site by:
00290.20(c-3) Reuse, Recycle, and Dispose of Materials - Replace the bullet that begins "Reuse demolition…" with the following bullet:
00290.20(c-3-d) Concrete and Masonry - Replace the paragraph that begins "Concrete and masonry…" with the following paragraph: Concrete and masonry, that is not recycled and does not contain hazardous substances, may be reused to fill basements or be buried in embankments on site, provided that the materials are broken into pieces not exceeding 15 inches in any dimension, and places so that: 00290.20(d) Hazardous Waste Management - In the paragraph that begins "In addition to current Laws…", replace the two bullets that begin "If the quantity of hazardous waste projected to be…" with the following three bullets:
00290.20(g) Spills and Releases - Replace the lead-in paragraph that begins "In the event…", with the following lead-in paragraph: In the event of a spill or release of a hazardous substance or hazardous waste or the release of any other material that has the potential to harm human health or the environment, do the following: SECTION 00305 - CONSTRUCTION SURVEY WORK (Use this Section when Contractor Surveying is required. Check with Designer. Do not modify the "Construction Surveying Manual for Contractors" in these special provisions.) Section 00305, which is not a Standard Specification, is included for this Project by Special Provision. Description 00305.00 Scope - Provide construction survey work according to the current edition on the date of Advertisement, of the ODOT "Construction Surveying Manual for Contractors". This manual is available on the web at: http://www.oregon.gov/ODOT/HWY/GEOMETRONICS/documents.shtml Measurement 00305.80 Measurement - No measurement of quantities will be made for construction survey work. Payment 00305.90 Payment - The accepted quantities of construction survey work will be paid for at the Contract lump sum amount for the item "Construction Survey Work". Payment will be payment in full for furnishing all material, equipment, labor, and incidentals necessary to complete the work as specified. No separate or additional payment will be made for all temporary protection and direction of traffic measures including flaggers and signing necessary for the performance of the construction survey work. No separate or additional payment will be made for preparing surveying documents including but not limited to office time, preparing and checking survey notes, and all other related preparation work. Progress payments will not be in excess of the reasonable value of the surveying work estimated by the Engineer. Costs incurred caused by survey errors will at the Contractor's expense. These costs include price adjustments for failure to meet requirements of the "Construction Surveying Manual for Contractors", repair or removal and replacement of deficient product, and over run of material. SP310 (03-31-08) SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS (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 00310 of the Standard Specifications modified as follows: 00310.41(a) General - Replace this subsection, except for the subsection number and title, with the following: Where an abutting structure or part of a structure is to be left in place, make clean, smooth, vertical cuts with a saw or other approved cutting device. Avoid operations that may damage any portion of the remaining structure. (Use the following subsection .80 only when saw cutting is included as a pay item.) 00310.80 Measurement - Add the following to the end of the length and area bullet: Asphalt pavement cutting will be the length of the actual cut based on a depth of 6 inches. If the depth is greater than 6 inches, the length will be adjusted by converting to an equivalent number of feet on a proportionate length basis. (Use the following subsection .92 only when saw cutting is included as a pay item.) 00310.92 Separate Item Basis - Add the following pay item to the pay item list: (g) Asphalt Pavement Saw Cutting FootItem (g) applies to asphalt pavement saw cutting when shown. SP320 (06-26-08) SECTION 00320 - CLEARING AND GRUBBING (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 00320 of the Standard Specifications modified as follows: (Use the following subsection .40(b) when trees are to be saved.) 00320.40(b) Preserving and Trimming Vegetation - Add the following to the end of this subsection: (4) Trees To Be Saved - The Engineer will identify and mark trees to be saved. Provide and place orange plastic mesh fencing, from the QPL, around critical root zones of marked trees or tree groups as directed. Do not begin construction activity or move equipment into existing tree areas until the plastic mesh fencing is in place. Do not work within the critical root zone of marked trees unless written approval is obtained from the Engineer. Be responsible for all damage to or for removal of marked trees. Tree damage will be determined by a certified arborist selected by the Engineer. 00320.42 Ownership and Disposal of Matter - Replace this subsection with the following subsection: 00320.42 Disposal of Matter - Dispose of all matter and debris according to 00290.20. (Use the following subsection .90 when trees are to be saved.) 00320.90 Payment - Add the following after the first paragraph of this subsection: No separate or additional payment will be made for plastic mesh fencing. SECTION 00340 - WATERING Comply with Section 00340 of the Standard Specifications. SECTION 00350 - GEOSYNTHETIC INSTALLATION Comply with Section 00350 of the Standard Specifications modified as follows: 00350.10 Materials - Add the following to the end of this subsection: Provide manufacturer's certifications complying with 02320.10(c) for the following geosynthetic: Certification Geotextile Level B Subgrade X (Use the following subsection .41(a-9) on excavation projects which include Section 00331 - Subgrade Stabilization.) 00330.41(a-9) Excavation Below Grade - Delete the bullet that begins "Unstable Subgrade…". (Use the following subsection .42(c-3) on projects when directed by the Erosion Control Designer.) 00330.42(c-3) Embankment Slope Protection - Add the following paragraph: Construct the outer 12 inches of embankments with suitable materials to establish slope stabilization through permanent seeding. If suitable material is not available, provide suitable materials from a Contractor-provided source which conforms to the requirements of 00330.11 or 00330.13 and provides favorable conditions for germination of seed and growth of grass. (Use the following subsection .80 when DTM measurement is requested by the Project Leader. Check with the Designer for the Volume type to use. Delete the types that do not apply. Also delete the parentheses.) 00330.80 Measurement - Replace the bullet that begins "Volume basis, computed by…", with the following bullet:
(Use the following subsection .82 on embankment projects.) 00330.82 Embankment Basis Measurement - In the paragraph that begins "When measurement of earthwork…", replace the sentence that begins "Measurement will be limited to…" with the following sentence: Measurement will be limited to the lines, grades, and slopes of the original ground contours established before the Contractor begins any Work on the Project. In the paragraph that begins "The quantities of embankment measured for payment will not include…", add the following bullet after the second bullet:
(Use the following subsection .91(d) on excavation projects that include Section 00331 - Subgrade Stabilization.) 00330.91(d) General Excavation - Delete the bullet that begins "Includes unsuitable material…". 00330.92 Kinds of Incidental Earthwork - Delete the bullet that reads "If shown on the plans.". (Use the following lead-in paragraph on embankment projects or when the light grading bullet is used. Delete "(s)" when only one bullet is used. Delete the parentheses in "bullet(s)" when both bullets are used.) Add the following bullet(s) to the end of the bullet list: (Use the following bullet on embankment projects.)
(Use the following bullet on projects with light grading, especially on urban projects, and when requested by the Project Leader, to eliminate separate measurement and payment for earthwork for driveways and road approaches. Do NOT use on projects involving driveways or road approaches with significant earthwork quantities.)
(Use the following subsection .94 on embankment projects that include Section 00331 - Subgrade Stabilization.) 00330.94 Embankment Basis Payment - Delete the paragraph that begins "Excavation of unsuitable…". SP440 (09-17-09) SECTION 00440 - COMMERCIAL GRADE CONCRETE (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 00440 of the Standard Specifications modified as follows: 00440.10 Materials - In the list of materials, delete the "Aggregates....02690" line. (Use the following subsection .14(a) when perforated steel square tube sign supports are required.) 00440.14(a) General - In the work item list, replace the square tube sign support line with the following line: |