99SSP_Template - California



HYPERLINK "" \t "_parent" SN-000OCSA05-20-11--Special Notice Heading.Do not add. Inserted by boilerplate merge.SN-004OCSA02-27-15Do not add. Inserted by boilerplate merge.SN-008OCSA12-02-16Special NoticeDo not add. Inserted by boilerplate merge.SN-012OCSA05-20-11--Canceled. No longer required.SN-020OCSA05-20-11--Use if the district anticipates felling and removal of timber from within the project limits.SN-220OCSA05-20-11--Use for a project with a mandatory prebid meeting.Do not add. Inserted by boilerplate merge.SN-310OCSA05-20-11--Use for a project with an estimated cost less than $200 million with a 60-day award period.Do not add. Inserted by boilerplate merge.SN-312OCSA05-15-15Use for a project with a plant establishment period of more than 1 year.SN-315OCSA05-20-11--Use for a contract with an early return of documents and early start of work.Do not add. Inserted by boilerplate merge.SN-410OCSA01-20-17--Use for a project with minimum financing in the 2016-2017 FY budget. Do not include for bid openings after the 2017-2018 FY budget becomes law.SN-935OCSA05-20-11--Use for a BATA project that will not be funded until after bid opening.StdPlnOCSA01-20-17Standard Plans ListUSE WITH 2010 STANDARDS.Canceled_StdPlnOCSA01-20-17Canceled Standard Plans ListDo not add. This Canceled Standard Plans List is hard coded in the boilerplate template.RSSOCSA03-03-17Use in all projects. Do not add. Inserted by boilerplate merge.SP_TEMPLATEOCSA07-19-13Insert special provisions between corresponding headings and caret separations. Delete headings and carets if you do not insert special provisions between them. Do not use a reserved heading without authorization from the OCCS Chief.Insert the Standard Plan List at the top of this document.Unless an SSP instructs otherwise, use the following editing instructions for all SSPs:1.Do not delete a section of an SSP. If a section is not used under the instructions of the SSP, (1) leave the heading unedited, (2) write "Not Used" under the heading, and (3) strike and hide the text of the section.2.Renumber a list if an item other than the last is deleted.3.If 1 item remains after deleting items in a list and the clause introducing the list becomes incorrect, combine the remaining item with the clause introducing the list. Exception: Do not combine 1 listed item and change an introduction for a grammatical correction (e.g., do not change plural pronouns and verbs to their singular forms).4.Use the style Comments for any editing notes you add. Limit your use of editing notes.1-1.01OCSA01-20-17Use for any bid item that has a code that does not correspond to the specification section number.Un-strike-and-hide applicable rows.Add a row for any bid item that has a code that does not correspond to the specification section number.For a nonstandard bid item, use an item code that corresponds to the specification section number and add an A to the code (e.g., 801000A). DES-PPRM-OE will convert the number to a one-time-use number.1-1.07BOCSA01-23-15Section 1-1.07B. Use for an informal-bid contract with a 7-day work week or for a project requiring a 7-day work week to accelerate the work.Use the 1st revision if Saturdays and holidays are working days and delete the 2nd revision.Use the 2nd revision if Saturdays, holidays, and adverse-weather days are working days and delete the 1st revision.1-1.09OCSA01-20-17Use in a freeze-thaw area. Confirm use with the designer. Freeze-thaw areas are shown in Bridge Memo to Designers 8-2.2-1.06BOEA01-20-17Use if supplemental project information is available.List available supplemental project information.If railroad relations and insurance requirements are available, insert Railroad Relations and Insurance Requirements in the 1st row.If water use is restricted and the project requires 100,000 gal or more of water for nonlandscaping work, insert Water source information in the 1st row.If water allowance calculations for landscaping are available, insert Maximum Applied Water Allowance Calculations for New and Rehabilitated Landscapes in the 1st row.If cross sections are available, insert Cross sections in the 2nd row.If bridge as-built drawings are available, insert Bridge as-built drawings in the 2nd row.If logs of test borings are available, insert Logs of test borings in the 3rd row.Insert the telephone number in the 5th row.For a District 10 project, insert(209) 948-7934.For districts other than 5, 6, and 10, insert the telephone number to call to schedule a viewing date.Insert the location and telephone number in the 6th row.For a District 5 project, insert1150 LAUREL LN STE 175SAN LUIS OBISPO CA(805) 549-3116.For a District 6 project, insert2015 E SHIELDS AVE STE 100FRESNO CA(559) 230-3115Add rows as necessary. Delete nonapplicable rows.2-1.09LSA05-15-15Use for a project with a plant establishment period of more than 1 year. Insert the estimated value of the plant establishment work.3-1.04OEA05-20-11Use for a project with an estimated cost less than $200 million with a 60-day award period or an informal-bid contract.3-1.18OEA02-27-15Use for a same-day-award contract or a contract with an early return of documents and early start of work.5-1.09ACSA05-20-11--Use for a project with an estimated cost over $10 million and with 100 or more working days.5-1.20ACSA04-19-13--Use if work under other contracts is at or near the job site. Identify the other contracts. In the 3rd column, insert (1) the city for a project within city limits and (2) a distance from a physical landmark such as an intersection or a bridge for a project not within city limits. Add or delete rows as necessary.5-1.20CRAA07-20-12Use if requested by Railroad Agreements. Insert location.5-1.20DCSA05-20-11Occupied Improvements within the Right-of-WayUse for right-of-way parcels that have not been cleared and may be occupied.5-1.20ELSA05-30-14Use if the project requires water meter charges.5-1.20FLSA05-30-14Use as a water conservation measure for landscape irrigation if a water meter is being installed. This SSP requires the Contractor to pay the water bill for landscape irrigation for new water meters. Edit as necessary for project-specific requirements. Refer to chapter 29 of the PDPM for use of this SSP.5-1.24CSA01-20-17Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for construction surveys for automated machine guidance.5-1.25CSA01-20-17Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for automated machine guidance.5-1.26CSA01-20-17Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for grade quality control for automated machine guidance.5-1.36C(3)DEA01-20-17Use if utilities are to be relocated during construction or if utilities are involved with pile driving, drilling, or substructure construction.5-1.37B(3)CSA05-20-11Use if (1) a bridge with a material hauling equipment lane is over 400 feet long (2) if the designer allows more than 1 piece of equipment on the bridge at one time. Insert number of pieces provided by designer.6-2.03CSA07-20-12Use for Department-furnished materials.Add items as necessary.Delete any item not furnished by the Department.Change Model 170 controller assembly as applicable.Insert the plant numbers as shown on the plans and address where the Contractor is to pick them up7-1.02K(6)(e)BRA01-15-16ScaffoldingUse if scaffolding may be used and if the scaffolding would be constructed (1) over traffic, (2) on or suspended from a bridge, or (3) within a distance equal to the scaffolding height plus 6 feet from the edge of a traveled way open to traffic. Use for work on existing structures, retrofit work, bridge painting, etc. New bridges will most likely not require this specification. Do not use for soundwalls, retaining walls, or buildings. If uncertain, check with OSC.7-1.02K(6)(j)(iii)EHA01-18-13Earth Material Containing LeadUse if:1. Earth material will be disturbed2. Work could result in lead exposure3. Earth material is not a hazardous waste4. Earth material does not require disposal in a permitted landfillActivities that disturb earth material and could result in lead exposure include clearing and grubbing, excavating, trenching, grading, drilling, planting, constructing foundations, installing signs, and installing posts. Driving vehicles on unpaved surfaces is not included because it is covered by dust control specifications.Consult with the district hazardous waste technical specialist regarding use and editing of this SSP.7-1.02M(2)CSA05-20-11Fire PreventionUse if requested by the district and under the applicable forest service permit.8-1.02CCSA05-20-11Use for a project with an estimated cost from $1 to $5 million and over 250 working days if requested by the district.8-1.04CCSA01-15-16Section 8-1.04C. Use for a project (1) with an estimated cost of $5 million or more and with 200 or more working days, (2) that requires a SWPPP, or (3) if par. 1 of SSP 59-2.01C(2), requiring SSPC QP certification, is used.Do not use this SSP for maintenance or building projects.Obtain concurrence from the district or region construction deputy director or chief if you are:1. Not using the SSP in a project complying with the SSP instructions2. Using the SSP in a project not complying with the SSP instructions3. Changing the 55-day period4. Adding or deleting submittals to par. 3 or 6 except as described in the instructionsUse for a delayed start to procure materials as a first activity in the sequence of construction. For this case, the project need not comply with the above instructions and concurrence from the district or region construction deputy director or chief is not required.8-1.04DOEA10-19-12Use for an early return of documents and early start of work. Use only with approval by DES-OE Contract Awards and Services.8-1.04EOEA10-19-12Use for an informal-bid contract.8-1.04FCSA10-19-12Flexible StartUse for a highway maintenance or Minor A project with 50 working days or less.8-1.04GOEA01-20-17Potential Budget Impasse StartUse for a project with minimum financing in the 2016-2017 FY budget. Do not include for bid openings after the 2017-2018 FY budget becomes law.8-1.10ACSA08-05-11--Use for a cost-plus-time contractIn the 1st blank, insert the RUC. In the 2nd blank, insert the route number on which the RUC was based.8-1.10BCSA05-20-11Use for a work part that must be completed within a specified time.Insert work part, time, and damages. Use a similar clause for each work part that must be completed within a specified time.8-1.10CCSA05-20-11Use for a work part that must be completed by a specified date.Insert work part, date, and damages. Use a similar clause for each work part that must be completed by a specified date.9-1.16CCSA01-20-17Use for a project that has (1) at least 90 working days except plant establishment or permanent erosion control establishment, (2) an estimated cost exceeding the minor B threshold, and (3) items shown in section 6.13 of the Construction Contract Development Guide. Insert any item that has (1) a material value of at least $1,000 for a project with an estimated cost of less than $1 million or (2) a material value of at least $5,000 for a project with an estimated cost of over $1 million.9-1.16D(1)CSA07-19-13Use for a project over water requiring marine access that has a contract amount over $25 million. Use bid item code 999991, Mobilization (Marine Access).10-1.02CSA04-15-16Use for specifying a construction sequence not associated with a specific construction specification. (For a sequence associated with a specific construction specification, place the sequence in the section that specifies the work to be constructed first.)10-1.03csA01-20-12Use for specifying a time constraint not associated with a specific construction specification. (For a time constraint associated with a specific construction specification, place the constraint in that section.)10-6.02DMA04-19-13Use for a water-filled cofferdam.11-3.02ABRA07-20-12--Use for welding QC for work not already covered in sections 49, 52, 55, 75-1.03C, and 99-05120 for which welding quality control is to apply. List the specific description of work This work must be structural in nature and compliance with this section has been requested by OSD or METS.12-2TDA01-20-17Construction Project Funding SignsExcept seal coat, surfacing, and seismic projects, use on all projects with an estimated contract cost of $750,000 or more and 50 working days or more. Use 70 working days minimum when Saturdays or holidays are counted as working days. Do not count plant establishment days or permanent erosion control establishment days.12-3.05TTA05-20-11Portable Flashing BeaconsUse if portable flashing beacons are specified or shown.12-3.06B(1)TTA04-19-13Use to specify retroreflective, nonfluorescent-orange construction area signs instead of retroreflective, fluorescent-orange construction area signs. Consult with District Traffic.12-3.08B(2)TSA05-20-11Type K Temporary Terminal SectionUse for a connection between Type K temporary railing and Type 50 concrete barrier.12-3.12CTTA05-20-11--Use (1) to specify a start time for portable changeable message signs, (2) to specify number and location of portable changeable message signs, or (3) for newly installed traffic signals.12-3.13TTA10-30-15--Use (1) for a shadow vehicle in a moving lane closure, or (2) if a shadow vehicle is required to place and remove components of a stationary lane closure.12-3.14TTA05-20-11Temporary Traffic ScreenUse if temporary traffic screen is included in the project as a "Gawk" screen and is not on railing separating opposing traffic.12-3.16TEA04-15-16Temporary Signal SystemUse if temporary signal system is included.12-3.17TEA04-15-16Temporary Flashing Beacon SystemUse if temporary flashing beacon and sign illumination is required.12-3.18TOA07-19-13Automated Work Zone Information SystemUse for an automated work zone information system.12-3.19TOA10-17-14PORTABLE TRANSVERSE RUMBLE STRIPSSection 12-3.19. Use if a traffic control system for a lane closure on a 2-lane conventional highway is required.12-4.01TOA05-20-11--Use if closures are not allowed or if miscellaneous payment clauses are required.12-4.02_X1TOA01-15-16--Use if work will be performed over, on , or adjacent to lanes carrying traffic, including contiguous or adjacent shoulders.12-4.02_X2TOA07-15-16--Use for District 7 freeway projects. Do not use with SSP 12-4.02_X1.12-4.03TOA07-19-13--Include for emergency force account contract, if a contingency plan is required, or if the estimated damages equal or exceed $6,000 per hour for a mainline segment or a connector closure.12-4.04_X1TOA04-19-13--Use if designated holidays or special days are included.12-4.04_X2TOA04-19-13--Use if freeway or connector lane closure charts are required for projects in District 7.12-4.05B_X1TOA07-19-13--Use for multilane highways.12-4.05B_X2TOA07-19-13--Use for freeways and expressways in District 7.12-4.05C_X1TOA07-19-13--Use for complete freeway or expressway closure.12-4.05C_X2TOA07-19-13--Use for complete freeway or expressway closure in District 7.12-4.05D_X1TOA07-19-13--Use for connector closure.12-4.05D_X2TOA07-19-13--Use for connector closure in District 7.12-4.05E_X1TOA07-19-13--Use for ramp closure.12-4.05E_X2TOA07-19-13--Use for ramp closure in District 7.12-4.05F_X1TOA07-19-13--Use for conventional highways.12-4.05F_X2TOA07-19-13--Use for conventional highways in District 7.12-4.05G_X1TOA07-19-13--Use for complete closure on conventional highways.12-4.05G_X2TOA07-19-13--Use for complete closure on conventional highways in District 7.12-4.05HTOA07-19-13City Street ClosuresUse for city street closures.12-4.05ITOA04-19-13Allowable Hours of Lane Closures for Concrete Slab and Approach Slab ReplacementUse for concrete slab and approach slab replacement work in District 7.12-5_X1TTA04-15-16Traffic Control System for Lane ClosureUse for stationary and moving lane closures on (1) multilane highways, (2) multilane highways for seal coat projects, and (3) 2-lane, 2-way highways for seal coat projects.12-5_X2TTA10-30-15Traffic Control System for Lane ClosureUse for stationary lane closures on multilane highways without moving lane closures.12-5_X3TTA10-30-15Traffic Control System for Lane ClosureUse for stationary and moving lane closures on 2-lane, 2-way highways.12-5_X4TTA10-30-15Traffic Control System for Lane ClosureUse for stationary lane closures on 2-lane, 2-way highways without moving lane closures.12-6.04TTA07-20-12Section 12-6.04. Use for ramp closures if lane closures are not required.12-8_X1TTA01-20-17Temporary Pavement DelineationUse if existing pavement delineation will be obliterated on lanes open to traffic and the following:1. The only temporary pavement delineation required on the project is for lane lines, centerlines, and edge lines2. Temporary pavement delineation can be replaced with the planned permanent pavement delineation within 14 days3. Temporary pavement delineation provided in this SSP is sufficient for the type of work involved and anticipated traffic volumes4. Temporary pavement delineation is not shown except for construction detail(s) specifying temporary lane line delineation requiring black contrast marking for white, painted lane lines12-8_X2TTA05-20-11Temporary Pavement DelineationUse on seal coat projects.12-8_X3TTA01-20-17Temporary Pavement DelineationUse if (1) existing pavement delineation will be obliterated on lanes opened to traffic and (2) temporary pavement delineation will be in place longer than 14 days but less than 180 days.13-1.01WPA01-20-17Use if the project is located within a tribal reservation subject to federal laws governing water quality.13-1.01AWPA05-20-11--Use for WPCP and SWPPP projects to specify RWQCBs requesting review of the WPCP or SWPPP. Do not use this SSP if the Lahontan RWQCB is the only RWQCB for the project.13-1.03CWPA10-19-12--Use to modify any of the following:1. Inspection schedule for temporary concrete washouts2. Schedule for street sweeping3. Inspection schedule for the active treatment13-2.01AWPA01-20-12--Use for WPCP projects if the project (1) qualifies for an Erosivity Waiver or (2) lies within the Lake Tahoe Hydrologic Unit.13-3WPA01-20-17--Use for all SWPPP projects.13-4WPA07-19-13Use if PLAC requirements differ from the requirements in section 13-4 for:1. BMP setbacks2. Dewatering and discharge13-6.03CWPA05-20-11--Use to specify the use of specific types of temporary drainage inlet protection for the project.13-6.03HWPA05-20-11--Use to specify the type of temporary reinforced silt fence. Do not use this SSP if the type is shown on the plans.13-7.03DWPA05-20-11--Use if the project includes a bid item for street sweeping and the requirements in section 13-4.03F are not enough for this project or if more than 1 street sweeper is required.13-8WPA05-15-15--Use to include regulatory orders or permits that apply to discharge of nonstormwater or other treated water on the project.13-9.03WPA05-20-11--Use if the temporary concrete washouts may be used to collect different types of waste other than that specified in the 3rd par. of section 13-9.03.13-10.03AWPA05-20-11--Use to specify conditions that would allow the use of gravel-filled bags for temporary drainage inlet protection without Type K temporary railing.13-11WPA07-19-13Water Quality MonitoringUse if water quality monitoring is required by PLACs such as a Section 401 Certification for in-water work. In-water work includes clear water diversions, temporary creed diversions, pile driving, bridge scour repair, etc.14-1.02AEMA01-20-17Environmentally Sensitive Area (ESA)Use if there is an ESA for the management of environmental resources such as archaeological sites, existing vegetation, or biological habitats.Do not edit this SSP to include district biologist approvals or mitigation measures such as revegetation methods or wildlife relocation.14-2.03AECA10-19-12Archaeological Monitoring AreaUse if the project archaeologist provides AMA information.14-6.02EBA10-19-12Species ProtectionUse if a district biologist has determined that the project is occurring in or adjacent to regulated species habitat. Use this SSP to narrow or clarify PLAC conditions or to provide additional specific requirements from the Department. Use this SSP for birds and other species. Use SSP 14-6.03 for only Migratory Birds.14-6.03AEBA07-20-12Bird ProtectionUse if nesting period or radius of discovery differs from section 14-6.03. Add detail for specific species or bird group such as swallows or for specific exclusion issues or devices.14-6.04EBA01-23-15Fish ProtectionUse if bridge construction is scheduled in a stream channel that contains protected fish.14-6.05EBA01-18-13Contractor Supplied BiologistUse if a district biologist has determined that the project is occurring in or adjacent to a regulated species habitat and species monitoring by Contractor staff is necessary.Do not copy requirements from the biological opinion, streambed alteration agreement, ACOE permit, or other PLACs unless PLAC requirements are not clear and complete or if they require plans or specific payment.14-6.06EBA05-20-11Species Protection AreaUse if the project biologist requires that species protection be performed.14-6.07EBA10-19-12Natural Resources Protection PlanUse if the project biologist determines that a Natural Resources Protection Plan is necessary and if SSP 14-6.05 "Contractor Supplied Biologist" is used.14-6.08EBA05-20-11Biological Resource Information ProgramUse if PLACs require a Biological Resource Information Program.14-6.09EBA05-20-11Temporary Wetland Protection MatUse if motorized equipment or vehicles need to cross wetlands and permits to use mats have been obtained.14-7.03EPA07-19-13Paleontological Resources MitigationUse if paleontological resources mitigation will be performed by a consultant under direct A&E contract with the Department.14-8.02EVA05-20-11Noise ControlUse for work in a residential or urban area (1) at night or (2) if night or Sunday noise restrictions exist.14-9.02AEAQA01-20-17Use for the demolition or rehabilitation of a bridge or building requiring notification to the US EPA, California Air Resources Board, APCD, or AQMD to comply with air quality regulations. Do not use this SSP for naturally occurring asbestos, which is not part of a structure.14-10.01WPA07-19-13Use if pick up and removal of litter, trash, and debris differs from section 14-10.01 as required by PLACs.14-11.03EHA05-15-15Material Containing Hazardous Waste Concentrations of Aerially Deposited LeadUse if material containing aerially deposited lead at concentrations over hazardous waste thresholds is present and will be stockpiled, transported in the right of way, placed within project limits using the DTSC variance, or disposed of in a landfill.14-11.04EHA01-18-13Minimal Disturbance of Material Containing Hazardous Waste Concentrations of Aerially Deposited LeadUse if the project includes minimal disturbance of areas with hazardous waste concentrations of aerially deposited lead. A minimal disturbance only occurs when there is no excavation and no soil will be removed from the project or wasted in areas other than the immediate area of disturbance.14-11.07EHA05-15-15Remove Yellow Traffic Stripe and Pavement Marking with Hazardous Waste ResidueUse if yellow residue, expected to be a hazardous waste (lead concentration equal to or greater than 1000 mg/kg total lead or 5 mg/l soluble lead), will be produced.14-11.08EHA01-20-17Disturbance of Existing Paint Systems on BridgesUse if work on an existing structure will disturb the existing paint.14-11.09EHA10-30-15Treated Wood WasteUse if treated wood waste will be generated.14-11.11EPA01-20-17Use for the removal and management of asbetos-containing construction materials in bridges.14-12.03EMA05-20-11State ParksUse if the job site includes any portion of a State Park.14-12.04EMA05-20-11State Reclamation BoardUse if a California State Reclamation Board PLAC has been issued.Use as required for work located adjacent to or within the limits of areas under the jurisdiction of the State Reclamation Board.15-1.03BEHA01-18-13Residue Containing High Lead Concentration PaintsUse if residue from grinding or cold planing contains lead from paint and thermoplastic and the average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead.15-1.03CTEA05-20-11Loop DetectorsUse if the existing loop detectors could be damaged by work including grinding, grooving, and installing edge drains.15-2.02B(2)CSA05-20-11--Use if obliteration with large lumps with earth cover is not allowed.15-2.02B(3)CSA07-15-16Cold Planing Asphalt Concrete PavementUse if planing of existing pavement is required.15-2.02C(2)EHA01-18-13Remove Traffic Stripes and Pavement Markings Containing LeadUse if residue from removing traffic stripes and pavement markings contains lead from the paint or thermoplastic and the average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. Use if removing other colors of paint (white, blue, black, etc.)15-2.02FCSA05-20-11Remove Asphalt Concrete DikesUse if the removal of asphalt concrete dikes is outside the limits of excavation.15-2.02IBRA01-20-17Remove Sign StructuresUse for removing sign structures.15-2.03A(1)CSA05-20-11--Use if the plans do not show which materials or items are salvaged.15-2.03A(2)(b)CSA05-20-11Department Salvage LocationUse if any materials are salvaged.15-2.03A(4)CSA05-20-11PaymentUse to transfer payment of salvaging to another item.15-2.03BTSA07-19-13Salvage GuardrailUse for salvaging anchors, steel foundation tubes, and terminal anchor assemblies from metal beam guard railing.15-2.03CLSA01-20-12Salvage Irrigation FacilitiesUse if the plans do not show which irrigation facility items are salvaged.15-2.04CBRA05-20-11Reconstruct Sign StructuresUse if existing sign structures are to be removed, disassembled, modified, and reconstructed.15-2.04DTSA07-19-13Reconstruct GuardrailUse for reconstruction of metal beam guard railing.15-2.04EBRA04-19-13Reconstruct Metal Bridge RailingUse for reconstructing metal bridge railing.15-2.05BDDA05-20-11Abandon ManholesUse for abandoning manholes.15-2.05CDDA05-20-11Abandon Culverts and PipelinesUse for abandoning culverts and pipelines.15-2.05DDDA05-20-11Abandon InletsUse for abandoning inlets.15-2.05EBRA05-20-11Abandon Pedestrian UndercrossingUse for abandoning pedestrian undercrossings.15-2.06BBRA05-20-11Destroy Water WellsUse if water or monitoring wells must be destroyed.15-2.07BBRA05-20-11Modify Sign StructuresUse if (1) modification does not affect the basic framework or structure and (2) the sign is not relocated.15-2.07EDDA07-19-13Modify Slotted Pipe GrateUse for modifying slotted pipe by extending the grate.15-2.07FDDA01-18-13Temporary Pipe PlugUse for temporary pipe plugs.15-2.09BBRA05-20-11Relocate Sign StructuresUse when existing sign structures are to be installed at new locations, with no modifications except for a new foundation and, if required, electrical connections to new service points.15-2.10DTSA07-19-13Adjust GuardrailUse for adjusting metal beam guard railing only where existing pavement surrounds wood posts.15-3.01CSA07-19-13--Use for:1. Preserving curbs and sidewalks2. Eliminating the option to dispose of concrete on the job site3. Restricting disposal of concrete to embankments15-3.03CSA05-20-11--Use if an item must be removed to a depth that is more than 3 feet below grade and the depth of removal is not shown.15-3.04CSA05-20-11--Use to transfer payment for removing concrete to another bid item.15-4.01A(2)BRA07-20-12--Use to modify requirements for bridge removal plans.15-4.01A(3)(b)BRA05-20-11--Use to modify the horizontal design load for bridge removal temporary bracing and shoring.15-4.01C(1)BRA04-19-13--Use if a written description of bridges or portions of bridges to be removed is desired instead of or in addition to what is shown.15-4.01C(2)(a)BRA05-20-11--Use to modify clearances at bridge removal locations.15-4.01C(2)(b)BRA05-20-11--Use to modify requirements for protective covers.15-5.01C(1)BRA10-19-12--Use if removing unsound concrete and placing rapid setting concrete patches is change order work.15-5.01C(2)BRA10-19-12--Use for preparing bridge decks for treatments and overlays.15-5.01C(3)BRA05-20-11--Use if removing PCC deck surfacing before placing an overlay.15-5.01C(4)BRA04-19-13--Use for removing an AC overlay from existing bridges.15-5.04BRA05-20-11--Use if refinishing bridge decks after removing existing railings, curbs, or sidewalks.15-5.05BRA07-18-14--Use for applying methacrylate resin treatment to bridges.15-5.06BRA07-18-14--Use for applying polyester concrete overlay to bridges.15-5.07A(1)BRA05-20-11--Use for cored holes that are (1) over 10 feet long and (2) within 6 inches of any reinforcement.15-5.07B(2)BRA10-19-12--Use if the dowels for pressure grouting in cored holes are HS threaded rods.15-5.08CBRA05-20-11--Use for epoxy injecting cracks in concrete.15-5.09ABRA04-19-13Use if polyester concrete expansion dam work is performed within 100 feet of a residence, business, or public space. Include a bid item for a public safety plan.15-6.01C(1)DDA05-20-11--Use for controlling or diverting groundwater or stream flow during culvert rehabilitation work..15-6.02DDA05-20-11Fill Culvert VoidsUse (1) for filling voids during cleaning and (2) if there are not bid items for culvert slurry cement backfill and contact grouting. This may be the case when no geotechnical report is available for the culvert work.15-6.03DDA05-20-11Contact GroutingUse for injecting grout from within the culvert to fill voids between culvert outer wall and the surrounding ground. The culvert must be at least 60 inches in diameter and human entry must be possible.15-6.04DDA01-18-13Concrete Invert PavingUse for paving the invert of an existing culvert with concrete.15-6.05DDA10-19-12EPDM Rubber Pipe Joint SealUse for EPDM Rubber Pipe Joint Seal15-6.06DDA04-19-13Welded Steel PipelinersUse for installing welded steel pipeliners.15-6.10DDA07-19-13Plastic PipelinersUse for installing plastic pipeliners.15-6.11DDA04-19-13Cured-in-place PipelinersUse for installing cured-in-place pipeliners.15-6.13BDDA07-19-13Machine Spiral Wound PVC Pipeliners, Fixed DiameterUse for installing machine spiral wound PVC pipeliners, grouted, and circular or noncircular.15-6.13CDDA07-19-13Machine Spiral Wound PVC Pipeliners, Expandable DiameterUse for installing machine spiral wound PVC pipeliners with an expandable diameter.15-6.14DDA10-19-12Cementitious PipelinerUse for adding a lining of cementitious material to a corroded culvert 12 inches to 36 inches in diameter.16-1.01CSA10-17-14Use if removal of existing facilities or improvements is included in the payment for clearing and grubbing and:1. No bid item for remove, salvage, reconstruct, abandon, destroy, modify, reset, relocate, adjust, relay, or remodel is included in section 152. Existing facility is within the clearing and grubbing area3. Existing facility is metal beam guard railing or thrie beam barrier and no bid item is included for new railing or new barrier.16-1.03A_X1CSA05-20-11Use if State-owned property off the job site is to be cleared and grubbed.16-1.03A_X2CSA05-20-11Use if a maximum amount of vegetation is to be protected.16-1.03DCSA05-20-11Use if vegetation may be disposed of in embankment areas and there is a bid item for clearing and grubbing.17-1.02CSA05-30-14Use for a project in any of the following water conservation categories under the conditions described:1. Water conservation if: 1.1 Project requires 100,000 gal or more of water 1.2 Nonpotable water is readily available2. Mandatory water rationing unless: 2.1 Project requires less than 100,000 gal of water 2.2 Nearest available nonpotable water source is more than 50 miles from the jobsite 2.3 A potable water source agency provides an availability letter3. Severe public drinking water shortage18CSA01-15-16Use for a project in any of the following water conservation categories under the conditions described:1. Voluntary water conservation if any of the following conditions apply: 1.1. Project requires 500,000 gallons or more of water for earthwork 1.2. Project requires public traffic to drive on the subgrade, AS, or AB2. Mandatory water rationing3. Severe public drinking water shortage19-1.01ACSA07-19-13--Use if the estimated cost for any of the following activities is less than $500:1. Clearing and grubbing2. Develop water supply3. Finishing roadwayDo not include a bid item for these activities.19-2.03BCSA05-20-11--Use if surplus material must be disposed of outside the project limits.19-2.03GCSA05-20-11--Use if after constructing the embankment, the embankment surfaced must be roughened for the placement of erosion control materials.19-3.01A(1)BRA01-18-13--Use if geocomposite drain is shown and is to be included in structure backfill.19-3.01A(3)(b)BRA01-18-13--Use for soil nail walls and ground anchor walls19-3.02DBRA07-15-16--Use for slurry cement backfill.19-3.02GBRA01-18-13--Use for soldier pile retaining walls if the minimum cementitious material content of the concrete backfill is other than 505 lb/cu yd.19-3.03ABRA01-18-13--Use for bridge and retaining wall earthwork where removal of unstable material below the bottom of the footing is required.19-3.03B(1)BRA01-18-13--Use if structure excavation (Type D) or (Type DH) is shown and no seal course is shown. Insert type.19-3.03B(2)BRA01-18-13--Use for soldier pile retaining walls if the walls are not built completely from the top down.19-3.03B(3)BRA01-18-13--Use for bridge pier column excavation.19-3.03E(3)BRA01-18-13--Use for soldier pile retaining walls with ground anchors if the height for the compacted backfill is other than 5 feet.19-3.03KBRA01-18-13--Use for soil nail or ground anchor walls to require a minimum compressive strength of the grout and the shotcrete.19-3.04BRA01-18-13--Use for structure excavation and backfill payment clauses.19-4_X1GSA05-20-11Rock ExcavationUse for a project with rock excavation.Consult with the Division of Engineering Services - Geotechnical Services to determine if blasting and presplitting is allowed. If rock excavation must be performed with controlled blasting, use SSP 19-4_X2.19-4_X2GSA05-20-11Rock Excavation (Controlled Blasting)Use for a project with rock excavation.Consult with the Division of Engineering Services - Geotechnical Services to determine if blasting and presplitting is allowed.19-5.03BCSA05-20-11--Use if 90 percent relative compaction is adequate for low volume roadways with a structural section less than 2 feet in depth. Add description of roadway.19-5.03CCSA05-30-14Use for a project in any of the following water conservation categories under the conditions described:1. Voluntary water conservation if the project requires 500,000 gallons or more of water for earthwork2. Mandatory water rationing3. Severe public drinking water shortage19-6.02BGSA05-20-11--Use for geosynthetic reinforced embankments.19-6.03BCSA05-20-11--Use if subsidence of ground surface is anticipated.19-6.03DBRA05-20-11--Use for settlement periods and surcharges.19-6.04CSA05-20-11--Use if there is a bid item for embankment. Include SSP 19-6.03B if subsidence is anticipated.19-7.02BCSA05-20-11--Use for specifying locations of local borrow sites19-7.02CCSA05-20-11--Use for specifying imported borrow material.19-7.04CSA01-18-13--Use if imported borrow is to be paid for on a theoretical volume basis. Include SSP 19-6.03B if subsidence is anticipated.19-9PMA04-18-14--Use for shoulder backing.19-10PMA04-19-13Subgrade Enhancement GeogridUse for subgrade enhancement geogrid.20-1.02CLSA07-19-13--Use for pesticides.20-1.03ALSA07-19-13--Use to change the requirements for disposing or chipping vegetative material.20-1.03CLSA11-15-13--Use for specifying weed control for roadside clearing and plant establishment.20-1.03ELSA07-19-13--Use if weed germination is required.20-2.01A(4)(b)(i)LSA07-19-13--Use if the Contractor is not to choose the pressure testing method.20-2.01C(2)LSA11-15-13--Use to specify different requirements for turf and ground cover for trenching and backfilling.20-2.03BLSA10-30-15--Use to specify a different color for the backflow preventer blanket or enclosure.20-2.05BLSA07-19-13--Use if the Contractor has the option of installing conductors in conduit instead of using armor-clad conductors.20-2.06BLSA07-19-13--Use if additional flow sensor cable required.20-2.07LSA01-15-16--Use for irrigation controllers.20-2.08C(2)(a)LSA07-19-13--Use if directional boring or jack and drill is the preferred conduit installation for welded steel pipe.20-2.09LSA07-19-13--Use for irrigation supply line if the depth of installation differs from the standards.20-2.10LSA07-19-13--Use for sprinkler assemblies if the drain grate color and the gravel for filling the drainpipe differs from the standard.20-2.11LSA10-30-15--Use for valves if any of the following is required:1. Ball valve must be PVC2. Filter cartridge type must be different from the standard3. Factory set pressure for pressure relief valves must be specified4. Selecting a specific material for the remote control valve5. Valve is to be used with recycled water20-3.01A(3)(b)LSA01-15-16--Use if the plants required are not readily available.20-3.01B(2)(b)LSA07-19-13--Use if the requirements for cuttings differ from the standards.20-3.01B(3)LSA07-19-13--Use to specify the type of soil amendment or if iron sulfate is required.20-3.01B(9)LSA07-19-13--Use for foliage protectors if steel stakes are not allowed.20-3.01C(1)LSA07-19-13--Use to specify plants that require root stimulant.20-3.01C(5)LSA01-20-17--Use for roadway construction projects without plant establishment or permanent erosion control establishment work.20-3.02C(3)LSA07-19-13--Use for transplanted trees.20-3.03C(3)LSA04-15-16--Use for planting plants to specify planting times for cuttings, liners, plugs, and seedling plants, if a root stimulant is not required for willow cuttings, and to change the height for mowing sod.20-4LSA01-15-16Use for plant establishment work.20-5.03BLSA07-19-13--Use for rock blanket if soil sterilant is not required and rock size differs from the standard.20-5.03CLSA01-20-17--Use for gravel mulch.20-5.03DLSA01-20-17--Use for decomposed granite.21-2.02ILSA01-20-17Use to specify the use of weed-free straw.21-2.02PLSA01-20-17Use for specifying photodegradable plastic netting, weed-free straw, or both.21-2.02QLSA01-20-17Use if compost sock mesh tube must be plastic. Do not use if endangered species may become trapped in the plastic mesh tube.21-3LSA01-20-17Permanent Erosion Control Establishment WorkUse for permanent erosion control establishment work.24-2.03CPMA05-20-11Use to specify lime application rate and unconfined compressive strength.24-3PMA07-15-16Cement Stabilized SoilUse to stabilize soil with cement.25-1PMA07-15-16Use for any of the following:1. Enhancing aggregate subbase with biaxial geogrid.2. Adding processed glass to AS.3. Editing grading and quality requirements for Classes 4 AS4. Adding Class 5 AS requirements.1. Use for enhancing AS with biaxial geogrid.26-1PMA07-15-16Use for any of the following:1. Enhancing aggregate base with biaxial geogrid. Consult "Aggregate Base Enhancement with Biaxial Geogrid for Flexible Pavement Structures" on the METS Web site.2. Adding processed glass to AB.3. Editing processed glass to AB.4. Increasing the 0.50 foot maximum compacted thickness for a compacted layer of AB.5. If the quantity of AB is less than 550 tons.27-2PMA07-15-16Use when CTB is not used under concrete pavement.27-3PMA07-15-16Use for cement treatment of in-place material.28-3PMA07-15-16Rapid Strength Concrete BaseUse to match an existing pavement structure and where reduced cure times are required.28-4PMA07-15-16Lean Concrete Base Rapid SettingUse under concrete pavement when reduced cure times are desired. Use under asphalt concrete to match an existing structure and when reduced cure times are desired.28-5PMA07-15-16Concrete BaseUse as a base under asphalt concrete pavement.28-15PMA07-19-13Concrete BaseUse when (1) replacing the existing base in conjunction with an individual slab replacement and (2) the base and slab replacement must be completed during the same lane closure. Limits for replace base must be shown.29-1.02BPMA05-20-11--Use for ATPB.30-2PMA07-15-16Full-Depth Reclamation—Foamed AsphaltUse to pulverize the existing roadway structure, mix with foamed asphalt, grade, and compact the mixture into a new base.30-3PMA07-15-16Pulverized RoadbedUse to construct a base by pulverizing and mixing the existing asphalt concrete and underlying material and compacting the mixture.30-4PMA04-18-14Full-Depth Reclamation-CementUse to pulverize the existing roadway structure, mix with cement, grade, and compact the mixture into a new base.36-2PMA10-30-15Base Bond BreakerUse for base bond breaker between concrete pavement and concrete bases.37-2.02PMA07-15-16Use for all chip seals.37-2.03PMA07-15-16Use for polymer modified asphaltic emulsion chip seal.37-2.04PMA07-15-16Use for asphalt rubber binder chip seals.37-2.05PMA07-15-16Use if SAMI will be opened to traffic.37-3.01PMA07-15-16Use for slurry seals and micro-surfacings.37-3.03B(6)PMA07-15-16Use for micro-surfacing.37-4.02BPMA07-15-16Use for fog seals.37-5.03PMA07-15-16Use to specify the application rate of parking area seals.37-6PMA07-15-16Use with crack treatment.39-1.01PMA04-18-14--Use for a District 2 or 6 project.39-1.02PMA10-30-15--Section 39-1.02. Use for a project in any of the following locations:1. District 22. District 5 in Southern San Luis Obispo or Santa Barbara County3. District 6 in: 3.1. Kern County 3.2. Kings County: route 5, post mile 0 to 17; route 33, post mile 0 to 19; route 41, post mile 0 to 16 3.3. Tulare County: route 65, post mile 0 to 10; route 99, post mile 0 to 10; route 43, post mile 0 to 154. District 8 in: 4.1. Riverside County: route 10, post mile 56.95 to 156.49; route 111, post mile 0.00 to 28.53 4.2. San Bernardino County: route 15, post mile 29.00 to 186.24; route 40; route58; route 138, post mile 0.00 to 15.20; route 39539-1.03C(3)PMA10-17-14Liquid Asphalt Prime CoatUse for applying prime coat on base before paving with HMA.39-1.03C(6)PMA04-18-14--Use for a District 2 project to replace tack coat application rates.39-1.03DPMA04-18-14--Use if a vertical joint is not allowed between lanes opened to traffic regardless of HMA thickness to be placed.39-1.03KTSA07-15-16Rumble StripsUse for rumble strips in new or existing material.39-1.03LLSA04-18-14Roadside PavingUse for maintenance vehicle pullouts when no other paving is included in the project.39-1.04PMA04-18-14--Use to include payment clauses for:1. HMA (miscellaneous area) locations to be paid for as place hot mix asphalt (miscellaneous area) not shown2. Centerline rumble strips and rumble strips on the shoulder.39-2PMA07-15-16Use to specify the following for Type A HMA:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 1, 2, 6, or 8 project39-3PMA07-15-16--Use to specify the following for RHMA-G:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 1, 2, 6, 8, or 11 project39-4PMA07-15-16--Use to specify the following for OGFC:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 2 or 6 project39-5.02PMA04-18-14--Use to specify the following for BWC-G:1. Grade of asphalt binder2. Requirements for a District 2 or 6 project40-1PMA07-19-13Use for concrete pavement.40-5PMA11-15-13Use for jointed plain concrete pavement with rapid strength concrete.41-4PMA10-30-15Use if (1) spalls are repaired prior to the overlay or on Maintenance and CAPM projects when requested by the District Maintenance Engineer, and (2) fast-setting concrete is required at all or some locations.41-8PMA04-18-14Dowel Bar RetrofitUse for dowel bar retrofit.42-3.03APMA07-19-13Use if grinding locations are neither specified in section 42-3.03A nor shown, e.g., bridge decks or weigh-in-motion scales.46-1.01ABRA05-20-11--Use for ground anchors and soil nails if the designer has a specific work sequencing concern related to ground anchor construction; for example, the timing of ground anchor stressing relative to the construction of other elements. Insert project-specific work sequencing specifications.46-1.01EBRA05-20-11--Use for ground anchors and soil nails if research investigation is required by the designer. Notify the estimator of the need for supplemental funds. Consult the geotechnical report and edit as necessary to describe the scope of all research activities so the Contractor can estimate the impact on operations.46-2.01CBRA05-20-11--Use for ground anchors if on a short time limit contract or if an alternative number of anchors is allowed.46-2.01D(2)(a)BRA04-20-12--Use for ground anchors if performance test locations are not shown or if the compressive strength at loading is not 2,880 psi.46-2.01D(2)(b)BRA05-20-11--Use for (1) ground anchors that are not designed by LRFD or (2) footing ground anchors that take seismic loading and have a lock-off load greater than or equal to 0.25FTL (0.25T for non-LRFD design).46-2.01D(2)(c)BRA05-20-11--Use for footing ground anchors that take seismic loading and have a lock-off load greater than or equal to 0.25FTL (0.25T for non-LRFD design).46-2.02BBRA05-20-11--Use (1) for ground anchors that are not designed by LRFD, (2) for bearing plates that bear on material other than concrete, or (3) if the minimum bearing plate size is shown.46-2.03ABRA01-15-16--Use for ground anchors with project-specific geotechnical conditions or with a grout cover over the corrugated sheathing of other than 1 inch.46-3.01D(2)(b)(iii)BRA05-20-11--Use for soil nails. Insert 2 percent of the total number of production soil nails.46-3.02ABRA05-20-11--Use for soil nails in a corrosive site. A site is considered corrosive if (1) chloride concentration is 500 ppm or greater or (2) sulfate concentration is 2,000 ppm or greater or (3) pH is 5.5 or less. Check that appropriate details are shown.46-3.03ABRA01-15-16--Use for soil nails with difficult installation. Insert the location of the difficult installation. Insert the conditions that affect ground anchor installation, such as: soft bay mud overlying dense soils, caving soils, hazardous and contaminated materials, serpentine materials, tidal flow fluctuation, high ground water, cobbles and boulders, subsurface concrete debris, low overhead clearance, underground utilities, overhead utilities, the requirement of soil nail embedment into rock, sound control, vibration monitoring, and traffic control. Use multiple pars. if foundation reports show differing conditions for different structures. Add additional item numbers, if necessary. If only 1 or 2 conditions apply, change the format from a list to a normal sentence.47-2.01ABRA05-20-11--Use if proprietary earth retaining systems are allowed as alternatives to the Department's design shown on the plans.47-2.04BRA05-20-11--Use if the lower payment limit for the mechanically stabilized embankment (MSE) system shown on the plans is not from the bottom of face panels.47-3.01BRA05-20-11--Use if proprietary earth retaining systems are allowed as alternatives to the Department's crib wall design shown.47-3.02B(3)BRA07-19-13--Use for reinforced concrete crib walls.Use with Standard Plans C7A through C7G.47-6.01ABRA10-19-12Use if optional proprietary earth retaining systems are allowed for any of the following:1. Mechanically stabilized embankment (MSE) system2. Type 1–5 retaining walls3. Crib walls47-6.01CBRA05-20-11--Use if optional proprietary earth retaining systems are allowed for any of the following:1) Mechanically stabilized embankment (MSE) system2) Type 1–5 retaining walls3) Crib walls48-2.01C(2)BRA05-20-11Additional Falsework Review TimeUse for additional falsework review time.48-2.03ABRA04-19-13Falsework for Multiple Level BridgesUse for multiple level bridges.48-3BRA04-19-13Temporary SupportsUse for temporary supports for bridge structures during reconstruction or rehabilitation.48-4BRA07-20-12Temporary DeckingUse when temporary decking is required.48-5BRA04-19-13Jacking SuperstructureUse when lowering a bridge superstructure.49-1.01D(4)BRA07-15-16--Use for dynamic monitoring of driven piles.49-1.01D(5)BRA05-20-11--Use when steel piling is to be embedded into rock and the top of rock elevations vary.49-1.03BRA01-15-16--Use for expected difficult pile installation and the management of hazardous waste, contaminated materials, and naturally occurring asbestos (including serpentine rock). Use this SSP for all types of pile installation.49-2.01A(1)BRA07-18-14--Use for Alternative "W" piles for Class 90, Class 140, and Class 200 piles if corrosion rate is higher than 0.001 inch per year.49-2.01A(3)BRA01-15-16--Use for driven piles. Retain Pile and Driving Date Form.49-2.01A(4)(b)BRA05-20-11--Use when driven piles are shown for sound walls. Do not use for special designs where bearing is required and a nominal driving resistance is shown on the plans; verify with designer.49-2.01C(2)BRA05-20-11--Use when revising the specifications for driving equipment.49-2.01C(3)BRA01-15-16--Use if drilling to assist pile driving is not allowed or is restricted by the Foundation Report.49-2.01C(4)BRA05-20-11--Use for driven piles when predrilling is required.49-2.01C(5)BRA05-20-11--Use when a pile "set period" is recommended by Geotechnical Services in lieu of longer piling.49-2.02B(1)(a)BRA01-15-16--Use for Class N steel pipe piling.49-2.02B(1)(f)BRA10-19-12--Use for nonstandard unfilled pipe piles. Verify locations and diameters with designer. Do not use when piles are already shown to be placed at the minimum allowed spacing per AASHTO LRFD BDS 10.7.1.2.49-2.04B(1)BRA05-20-11--Use for Alternative X piles for Class 90 and Class 140 piles for strutted abutments, cantilever abutments, Type 1 retaining walls, counterfort retaining walls, or when instructed by the Office of Structure Design.49-2.04B(3)BRA04-15-16--Use for substituting structural shape steel piling for Class 90, Class 140, and Class 200 concrete piles. Use only when requested by the designer.49-2.04C(3)BRA05-20-11--Use for splicing PC PS concrete piles in excess of 80 feet when details for splicing are shown.49-2.05BBRA05-20-11--Use for marine grade steel sheet piling when sheet piling is in direct contact with a marine or brackish water splash zone.49-3.02A(1)BRA01-20-12--Use if CIDH concrete piles are designed as end bearing.49-3.02A(4)(b)BRA05-20-11--Use with CIDH concrete piling.49-3.02A(4)(d)(ii)BRA07-15-16--Use when vertical inspection pipes are not shown on the plans for piling 24 inches and greater.49-3.02B(6)(c)BRA04-15-16--Use for CIDH piling at least 24 inches in diameter and 5 feet in length.49-3.02B(6)(d)BRA04-15-16---49-3.02B(7)BRA07-19-13--Use for Type II CIDH piling when (1) an optional construction joint is shown on the plans and (2) Geotechnical Services allows the use of slurry cement backfill in the annular space between the soil and the casing for Type II CIDH piling.49-3.02C(1)BRA01-18-13--Use if CIDH piling center-to-center spacing is less than 3 pile diameters.49-3.02C(4)BRA05-20-11--Use for CIDH piles that are end bearing.49-3.02C(5)BRA05-20-11--Use for permanent steel casings.49-3.02C(6)BRA07-15-16--Use for Type II CIDH piling if an optional construction joint is shown on the plans and (1) Geotechnical Services requires corrugated metal pipe for the casing, (2) Geotechnical Services allows the use of slurry cement backfill to backfill the casing, or (3) Geotechnical Services restricts the method of casing installation.49-3.03BBRA05-20-11--Use for nonstandard cast-in-steel-shell concrete piles when piles are not already shown to be placed at the minimum allowed spacing per the California Amendments to AASHTO LRFD BDS Article 10.7.1.2. Verify locations and diameters with designer.49-3.03C(2)BRA01-15-16--Use to revise the clean out depth of open-ended CISS piles.49-4.03BBRA05-20-11--Use for steel soldier piling.49-5BRA01-15-16--Use for micropiles.50-1.01ABRA05-20-11--Use for aCIP PS box girder structure.50-1.01BBRA05-20-11--Use if the prestressing design is not LRFD based. Refer to the General Notes on the plans.50-1.01C(3)BRA04-19-13--Use for a local agency project51-1.01ABRA01-20-17--Use for colored concrete, RSC for joint seal assembly replacements, and mass concrete for structural elements.51-1.01C(1)BRA04-15-16--Use if new bridge decks are within 100 feet of a residence, business, or public space.51-1.01D(2)BRA07-20-12--Use for RSC if a strength greater than 1,200 psi is required.51-1.02BBRA04-15-16--Use for special concrete requirements.51-1.03ABRA05-20-11--Use for rotated box girder typical sections.51-1.03C(2)(c)(i)BRA04-20-12--Use for permanent steel deck forms if the plans include structures with PC or steel superstructures designed with an allowance for additional deck load but permanent steel deck forms are not shown.51-1.03E(12)BRA05-20-11--Use for diaphragm bolsters.51-1.03E(13)BRA08-05-11--Use if hinge tiedowns are installed or removed.51-1.03F(3)BRA05-20-11--Use for unusual bridge superstructures to specify locations of Class 1 surface finishes. Check with Structure Construction.51-1.03F(5)(b)(i)BRA04-19-13--Use for new bridge decks and approach slabs. Do not use in freeze-thaw areas.51-1.03G(1)BRA07-15-16--Use for special concrete surfaces textures.51-1.03HBRA04-15-16Use for projects with new bridge decks and PCC overlays.51-1.04BRA10-19-12--Use for special payment items.51-2.02A(2)BRA07-19-13--Use for joint seal assemblies with a shop-painted area over 500 sq ft. This adds the requirement for AISC-420-10/SSPC-QP 3.51-2.02D(2)(b)BRA07-19-13--Use for joint seal assemblies with a MR ≤ 4 inches.51-2.02E(3)BRA05-20-11--Use for joint seal assemblies with a MR > 4 inches.51-3.02B(1)BRA05-20-11--Use for elastomeric bearing pads for railway underpasses.51-3.03BRA04-19-13--Use for PTFE spherical bearings.51-4.01ABRA07-15-16--Use if drainage inlets must be precast and cast-in-place construction is not allowed.51-4.01C(2)BRA04-19-13--Use if optional PC PS concrete deck panels for CIP PS box girders are allowed.51-4.02B(3)BRA05-20-11--Use if PC slabs with HMA or PCC overlays are shown.51-4.02B(7)BRA05-20-11--Use if optional PC PS concrete deck panels for CIP prestressed box girders are allowed.51-4.03BBRA05-20-11--Use for PC PS girders, box girders, and double T girders.51-4.03GBRA05-20-11--Use if optional PC PS deck panels for CIP PS box girders are allowed.52-1.04BRA07-19-13--Use for sculpted shotcrete if bar reinforcing support for the sculpted shotcrete is shown on the plans..52-2.01BRA01-15-16--Use if epoxy-coated reinforcement (ASTM A775, green) or epoxy-coated prefabricated reinforcement (ASTM A934, purple) is specified or shown.52-2.02A(1)BRA05-20-11--Use for reinforcement to be epoxy coated not listed in the 2nd paragraph of section 52-2.02A(1).52-2.02A(3)BRA01-15-16--Use if epoxy-coated bar reinforcement (green ASTM A775) is specified.52-2.02BBRA01-15-16Use if epoxy-coated (green) bar reinforcement (ASTM A775) is specified or shown.52-2.03A(1)BRA05-20-11--Use for epoxy-coated prefabricated reinforcement for:1. Portions of structures that are in direct contact with marine or brackish water. Epoxy-coated prefabricated reinforcement should be used in the water and extend 20 feet above the mean higher high tide water level.2. Reinforcement in concrete barriers on structures located within 1,000 feet of ocean or tidal water.Plans must clearly show where epoxy-coated prefabricated reinforcement is to be used.Reinforcement inside CISS piles should NOT be epoxy coated..52-4BRA05-20-11--Use when stainless steel reinforcement is shown or required. Need to specify chemical composition (stainless steel alloy), heat treatment condition, deformed or plain, grade, and descaling method and finish.52-5.01D(1)BRA05-20-11--Use when headed bars with reduced size heads are to be used instead of full size heads.52-8BRA01-20-17Electric-Resistance Welded Stirrups for Concrete Barrier Reinforcement CagesUse for structures only. Use as an option to allow positioning of stirrups for concrete barrier reinforcing cages to be held in place by electric-resistance welding longitudinal support wires instead of tie wires.53-1.03DBRA05-20-11--Use if shotcrete requires a certain type of finish.53-2.01D(3)BRA05-20-11--Use to modify shotcrete test panel requirements.53-3BRA07-19-13--Use for sculpted shotcrete.54-2.04BRA05-20-11--Use for dampproofing when the quantity is small if asphalt membrane waterproofing is a bid item.54-4.03BRA01-20-12--Use for waterproofing and cover if the expansion joint requires a different width steel sheet and antibond paper from that specified in section 54-4.03B. Fill in the width required.54-7BRA07-19-13--Use for additional water resistance for concrete.55-1.02A(2)BRA04-15-16Additional CVN RequirementsUse for additional CVN requirements.55-1.02B(6)(a)BRA05-20-11Galvanizing HS FastenersUse for galvanizing HS fasteners.55-1.02B(6)(c)BRA05-20-11Sealing DTI GapsUse for sealing direct tension indicator gaps.55-1.02B(7)(b)BRA05-20-11Backing for WeldsUse if backing for welds is allowed.55-1.02B(8)BRA05-20-11Curved GirdersUse for curved steel girders.55-1.03C(3)BRA05-20-11Heat Straightening Steel GirdersUse for heat straightening damaged steel girders.55-2BRA07-19-13Column CasingsUse for steel column casings.55-3BRA04-19-13Prestress Steel GirdersUse for prestressing existing steel girders.56-3BRA01-20-17--Use for sign structures if any one of the following applies:1. 30 days review is not sufficient2. Tubular sign structures are not to be painted3. Painting sign structures other than tubular and box beam-closed truss types4. Bolted connections are located in a freeze-thaw area or within 2 miles of ocean or tidal waters.56-4TDA05-20-11--Use for wide flange metal posts.57-2.01B(3)BRA05-20-11--Use for timber that is preservative treated. Verify that the use of timber treatment complies with Department of Fish and Game requirements. Check project permits before final editing; some treatments may not be allowed.57-2.03B(3)BRA05-20-11--Use for a timber catwalk if the minimum wire rope size is other than 1/2 inch diameter.57-2.04BRA05-20-11--Use for abutment lumber blocking. Verify that the use of timber treatment complies with Department of Fish and Game requirements. Check project permits before final editing; some treatments may not be allowed.57-2.05BRA05-20-11--Use for timber retaining walls.58-2.01ABRA05-20-11--Use when proprietary sound wall systems are allowed as alternatives to the State’s design shown. Check with the designer.58-2.02BBRA05-20-11--Use to specify CMU color for sound walls.58-2.02DBRA05-20-11--Use if lightweight aggregate is required for the grout.58-2.02EBRA05-20-11--Use if lightweight aggregate is required for the grout.58-2.03ABRA05-20-11--Use for sound walls on piles or trench footings that reference Standard Plan B15-1, B15-5, B15-8, or B15-15.58-3BRA05-20-11Precast Concrete PanelsUse for PC concrete panel sound walls. Edit SSP as necessary to match the plans.58-4.01ABRA01-20-17--Use if alternative sound wall systems are allowed as alternatives to the State’s design shown. Check with the designer.59-1.03BBRA10-19-12--Use for moisture-cured polyurethane coating.59-2.01ABRA07-15-16Bridge Painting DescriptionUse to describe bridge painting requirements.59-2.01C(2)BRA07-15-16Mandatory SSPC-QP CertificationUse with mandatory SSPC-QP certification.59-2.03B(2)(a)BRA07-18-14Solvent Cleaning Bolt HolesUse for solvent cleaning bolt holes.59-2.03B(2)(b)BRA04-19-13100% Paint Removal Existing BridgeUse for 100 percent paint removal from existing bridges.59-2.03B(3)BRA07-19-13Use for all painting projects over traffic to specify clearances.59-2.03C(2)(a)BRA05-20-11Paint Solvent Cleaned Bolt HolesUse with solvent cleaned bolt holes.59-2.03C(2)(b)(iii)BRA04-19-13Special Finish Coat RequirementsUse for special finish coat requirements.59-2.03C(3)BRA01-15-16--Use for moisture-cured polyurethane coating.59-2.03C(4)BRA04-19-13--Use for special finish coat requirements.59-3.03BRA04-19-13Finish Coating Gavanized SurfacesUse for specify finish coat color for galvanized surfaces.59-4.03BRA04-19-13Use for specify the color the timber is to be painted.59-5.01BRA04-19-13Use for sign structures with a shop painted area over 500 sq ft. This adds the requirements for AISC-420-10/SSPC-QP 3.59-5.03BRA04-19-13Use for painted sign structures if one or more of the following applies:1. Bolted connections are located in a freeze-thaw area or within 2 miles of an ocean or tidal waters.2. The 2nd finish coat color is not ranch green.59-6.03BRA05-20-11Painting ConcreteUse with painted concrete surfaces.59-7BRA11-15-13Acid Staining ConcreteUse with acid-stained concrete surfaces.59-10BRA04-19-13Thermal Spray Coating Structural SteelUse with thermal spray coated surfaces.59-11BRA07-19-13Staining Galvanized SurfacesUse for applying a Natina stain to galvanized surfaces.59-12BRA07-19-13Rock StainingUse to add, delete, or replace miscellaneous clauses for rock staining.61-1.01D(2)(a)DDA05-20-11--Use for field leakage testing of culvert and drainage pipes (1) where settlement is expected to be in excess of 3 inches, (2) for areas having fine cohesionless soils, or (3) whenever infiltration or exfiltration water quality issues exist (e.g., water permits, local agency regulations, etc.).62-5DDA07-19-13--Temporary Slotted PipeUse when temporary drains are used for detours or shoulder work during stage construction.64-1.03CDDA05-20-11--Use if (1) migration of fines or silt through the joint is a potential, or (2) infiltration and exfiltration are not permitted.64-2DDA07-15-16Slotted Plastic PipeUse for specifying slotted plastic pipe.65-2DDA04-19-13--Use for corrosive environments.65-3DDA05-20-11--Use only if nonreinforced concrete pipe is a bid item. These provisions provide for 4" to 36" pipe sizes, inclusive.66-2.02DDA05-20-11--Use for locations where a slot section size and tapered spacer are desired. In the blank, use 2-1/2 or 6 for grate size.68-2.02F(1)DDA05-20-11--Use to specify Class 2 or Class 3 permeable material for underdrains.68-5DDA05-20-11Permeable Material BlanketUse if permeable material blanket is specified or shown on the plans.70-3.02B(1)DDA05-20-11--Use if welded steel pipe is coated.70-3.02B(4)DDA05-20-11Asphalt CoatingUse only if required by an outside agency. Use for asphalt coating and wrapping on welded steel pipe. Edit per SSP owner's recommendations.70-5.05B(2)DDA05-20-11Drainage Gates for Low Head PressureUse for a circular flap gate with an operating face pressure of ≤ 10 feet.70-5.05B(3)DDA05-20-11Drainage Gates for High Head PressureUse for automatic drainage gates with an operating head between 10 and 50 feet.70-5.05CDDA05-20-11Slide HeadgatesUse for sliding headgates.70-6DDA05-20-11Grated Line DrainUse for grated line drains.72-2.02BDMA05-20-11Use for nonstandard fabric for RSP.72-3.02ADMA05-20-11--Use to specify colored concrete for concreted-rock slope protection.72-5.02DMA05-20-11--Use to specify colored concrete for concrete slope protection.72-6DMA05-20-11Broken-Concrete Slope ProtectionUse when broken concrete is created on the job site and reused for broken-concrete slope protection.72-11.01BRA05-20-11--Use for either of the following:1. Test panel is required for slope paving2. Slope paving is colored, but a test panel is not required72-11.03BRA05-20-11Slope Paving with Concrete PaversUse for paving slopes with concrete pavers.72-16.02CDMA05-20-11--Use if the gabion PVC coating color is not gray.73-1.02ADCA07-15-16Use if section 73 minor concrete item is in the project.73-3ADA11-15-13--Use for concrete sidewalks, curb ramps, or driveway crossings designed as part of the pedestrian route.73-5ADA10-30-15Parking BumperUse for parking bumpers.74-3.02B(2)BRA05-20-11Service PedestalUse when a free standing service pedestal is shown.74-3.02B(3)BRA05-20-11Motor Control CenterUse when a motor control center is shown.75-1.02CDDA05-20-11--Use for a cattle guard.75-1.02DDDA10-19-12Rigid Rail Fall Protection SystemUse when drainage inlet, riser, or manhole height on project is greater than or equal to 20 feet.75-1.03ABRA05-20-11--Use for miscellaneous bridge metal not listed in the 2nd paragraph of section 75-1.03A.75-1.03D(1)BRA05-20-11--Use for a bridge deck drainage system.75-1.03E(2)(a)BRA05-20-11Use for cable-type restrainers located (1) within 10 miles of coastal waters or (2) in a freeze-thaw area.75-1.03E(2)(d)(i)BRA05-20-11--Use for short-time-limit contracts if corrosion protection is required on cable restrainers.75-1.03HBRA05-20-11--Use for an isolation casing.75-1.03IBRA05-20-11--Use for tie rods at abutments.76-1BRA04-19-13GeneralUse if any section 76 SSPs are included.76-2BRA01-18-13Water WellUse for water wells.Include section 76-1.76-3BRA05-20-11Exploration HoleUse for drilling exploration holes. Exploration holes are temporary, uncased wells for gathering geologic and hydrologic data. Do not use for Test Wells.Include section 76-1.76-4BRA01-18-13Rehabilitate Existing Water WellUse for rehabilitating existing water wells.Include section 76-1.76-5BRA01-18-13Monitor WellUse for monitor wells. Provide guard posts near monitor wells to protect from vehicular traffic. Certain locations require guard posts under Water Well Standards, DWR Bulletin 74-90 10F.Include section 76-1.80-2.02ADFA05-20-11--Use for barbed wire or wire mesh fence. Insert post type (metal, treated wood, untreated wood).80-2.02BdfA05-20-11--Use for barbed wire or woven wire fence with metal posts.80-3.02CdfA05-20-11--Use for vinyl-coated fence (1) that is other than medium or dark green, (2) that is vandal resistant, or (3) both.80-3.02EdfA05-20-11--Use for slatted fence. Insert color.83-1.02BTSA07-18-14--Use if post and block types must be specified.83-1.02B(1)LSA02-21-14--Use for vegetation control using minor concrete.83-1.02B(2)TSA07-18-14Use for Type WB-31 transition railings.83-1.02C(3)TSA09-16-11--Use if alternative flared terminal system is included.83-1.02C(4)TSA09-16-11--Use if Type CAT terminal system is included.83-1.02D(2)BRA07-18-14--Use for California ST-10, ST-30, and ST-40 bridge rail.83-1.02IBRA05-20-11--Use for corrosive exposures (all coastal and all industrial areas such as Los Angeles - Santa Ana area) or if a vandalproof-coated wire fabric is required.83-2.02DTSA07-15-16Use for Type 60P, 60AP, and 60PR concrete barriers.83-2.02D(1)_X1BRA07-18-14--Use if (1) concrete barrier is in a marine environment, (2) concrete barrier is constructed on aggregate base, (3) abrasive blasting is prohibited by environmental restraints, or (4) a barrier type is paid as concrete barrier (Type 25).83-2.02D(1)_X2TSA07-18-14--Use if Type K temporary railing is to remain in place at the completion of the project.83-2.02D(1)_X3TSA05-20-11--Use if Type 60K portable concrete barrier is included.83-2.02D(2)BRA08-05-11--Use for projects in District 11 with concrete barriers other than Type 50 or 60 series.83-2.02D(3)(b)TSA07-19-13Use for concrete barrier Type 50 or Type 60 series.83-2.02E(2)TSA05-20-11--Use if Type CAT crash cushion is included.83-2.02E(3)TSA05-20-11--Use if Type ADIEM crash cushion is included.83-2.02E(4)TSA05-20-11--Use if Type REACT crash cushion is included.83-2.02E(5)TSA04-19-13--Use if sand-filled crash cushion is included.83-2.02FTSA05-20-11--Use for construction of wildlife passage way in concrete barrier.83-2.03BRA07-20-12--Use if a barrier type is paid as concrete barrier (Type 25).84-2.03BTMA05-20-11--Use for extruded thermoplastic if (1) more durable traffic striping is required, or (2) where striping is placed on open-graded HMA pavement.84-4TMA05-20-11Two-Component Paint Traffic Stripes and Pavement MarkingsUse two-component paint traffic stripes and pavement markings on roadways (1) where light to moderate snow plowing is required, and (2) when abrasion resistant striping is required.84-5TMA05-20-11Recessed Thermoplastic Traffic StripesUse if recessed thermoplastic traffic stripes are required for projects where routine snow plowing will be performed.84-6TMA04-19-13Section 84-6. Use thermoplastic traffic stripes and pavement markings with enhanced wet night visibility on well-drained pavement (open-graded or gap-graded asphalt concrete).84-7TMA04-15-16Use audible traffic stripe system to provide enhanced visibility and proved audible and vibratory indication to the driver when the vehicle passes over these striping.Do not use in the areas where routine snow plowing will be performed.84-8TMA01-20-17Use contrast striping to provide enhanced visibility of white traffic stripes on light-colored pavements at locations where poor pavement marking visibility exists.86-1TEA04-15-16--Use to modify the requirements for the schedule of values, testing location for material and equipment, pull box cover markings, signal interconnect cable, tip tenon substitution, circuit breakers capacity and mounting, telephone demarcation cabinets, signal face material, and push button housing86-2TEA07-15-16--Use for traffic signal shutdown, equipment identification characters for electrical equipment, conduit installation, pull box installation, conductors for detectors, edge sealant, splicing, work requiring standards, steel pedestals, or posts, service for irrigation, accessible pedestrian signal programming, saw cut requirements, slot sealant, battery backup system, modifying existing electrical systems, and removing existing electrical systems.88-1.02BMETSA05-20-11Filter FabricUse for projects with filter fabric.90-1.01CBRA04-15-16Use for projects with new bridge decks and PCC overlays.90-1.02ABRA04-15-16Use for projects with new bridge decks and PCC overlay.90-1.02G(6)BRA07-20-12--Use for concrete placed in soil or water, where the soil or water has both (1) a sulfate concentration from 1,500 to 1,999 ppm or a pH from 5.6 to 7 and (2) a chloride concentration of less than 500 ppm. Insert the locations of the concrete; use a table if necessary. List only the specific element or portion that is exposed as described in these instructions.90-1.02HBRA07-20-12--Use for concrete in direct contact with a corrosive environment.The following are corrosive environments:1. Atmosphere within a horizontal distance of 1,000 feet from marine or brackish water. Marine or brackish water has a chloride concentration of 500 ppm or greater.2. Splash zone for marine or brackish water. The splash zone is defined as the region from the mean lower low water elevation to 20 feet above the mean higher high water elevation or a horizontal distance of 20 feet from the edge of water at the mean higher high water elevation.3. Soil or water with a chloride concentration of 500 ppm or greater, a sulfate concentration of 2,000 ppm or greater, or a pH of 5.5 or less.4. Deicing salt, snow run-off, or snow blower rmation regarding the chloride concentration, sulfate concentration, and pH level of soil and water should be found in the Foundation Report.90-1.02I(2)BRA10-19-12--Use for concrete for projects in freeze-thaw areas.90-1.02KBRA04-15-16Use for projects with new bridge decks and PCC overlays.90-2.02BBRA05-20-11--Use for minor concrete.90-4.01C(3)BRA07-19-13--Use to revise the review times for the PC concrete QC plan.90-4.01D(1)BRA07-19-13--Use for PC concrete QC for work not already covered in section 90-4.01D(1)90-5.01BRA01-20-12--Use for SCC elements if the designer or METS requires (1) the construction of a mock-up or (2) that SCC be allowed for nonprecast elements.90-6BRA05-20-11--Use for lightweight concrete.91-2.03BRA10-19-12--Use for moisture-cured polyurethane coating. ................
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