[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-239309-105":53,"doc-detail-239309-en":126},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":119,"head_meta":121,"extra_data":123,"updated_unix":125},105,"en","exposing-existing-infrastructure-paved-area-cpm-progress-schedule-payment-and-definitions","Exposing Existing Infrastructure Paved Area - CPM Progress Schedule Payment and Definitions","","Specifications for restoration and construction documentation define how exposed existing infrastructure paved areas are prepared, measured, and paid. Documentation requirements include coordinates, elevations, sketches, alignment references, detailed infrastructure descriptions, and digital .jpeg photographs for future records. Measurement rules clarify unit payment logic based on the elevation distance and allowable grouping within a 6-lateral-feet exposure area. Payment is provided as full compensation for excavation, materials disposal, locating infrastructure, surveying, traffic control, shoring, and associated finishing items. The document also introduces critical path method (CPM) progress schedule concepts, including key definitions and project schedule template use within set timelines after award.",{"@graph":63,"@context":118},[64,80,101],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":11,"@type":70,"position":76},"https://docshare.wps.com/template/presentations/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/exposing-existing-infrastructure-paved-area-cpm-progress-schedule-payment-and-definitions/239309/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/exposing-existing-infrastructure-paved-area-cpm-progress-schedule-payment-and-definitions/239309.png","ImageObject",442,249,{"name":88,"@type":89},"Asher","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-11-03","2026-09-11",true,{"@type":98,"interactionType":99,"userInteractionCount":30},"InteractionCounter",{"@type":100},"ViewAction",{"@type":102,"mainEntity":103},"FAQPage",[104,110,114],{"name":105,"@type":106,"acceptedAnswer":107},"What documentation must be provided when exposing existing infrastructure?","Question",{"text":108,"@type":109},"The department requires coordinates, elevations, sketches tied to known plan features, alignment references with station and offset, ramp alignment when applicable, infrastructure size/diameter and composition, elevation location relative to each infrastructure, and .jpeg digital photographs for future reference.","Answer",{"name":111,"@type":106,"acceptedAnswer":112},"How does the department measure “Exposing Existing Infrastructure Paved Area”?",{"text":113,"@type":109},"Measurement is by unit per location, with multiple infrastructures allowed within the same exposure area. An exposure area includes infrastructures within 6 lateral feet, and payment is made for only one unit regardless of how many infrastructures are exposed. Unit count depends on the elevation distance criteria to the point 18 inches below the exposed infrastructure.",{"name":115,"@type":106,"acceptedAnswer":116},"What does the payment include for SPV.0060.0151?",{"text":117,"@type":109},"Payment fully compensates for mobilization, excavation, material disposal, locating infrastructure, providing documentation and photographs, surveying, maintenance during construction, traffic control and safety barriers/steel plating, temporary shoring, and finishing items such as base aggregate dense, backfill slurry, pavement types, curb and gutter, and sidewalk above subgrade elevation.","https://schema.org",{"og:url":78,"og:type":120,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":122,"canonical":78},"index,follow",{"doc_id":124,"site_id":56},239309,1791747588,{"code":4,"msg":5,"data":127},{"doc_id":124,"user_id":128,"nickname":88,"user_avatar":129,"doc_module":9,"category_id":8,"category_name":11,"doc_title":59,"doc_description":61,"doc_content":130,"file_id":131,"file_url":132,"file_type":133,"file_size":134,"view_count":30,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":135,"language":136,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":137,"faqs":138,"seo_title":139,"seo_description":61,"update_tm":140,"read_time":76},687197207639,"https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd","Alternate restoration methods may be used upon written approval from the engineer. Place base aggregate dense between the subgrade surface and the bottom of the pavement.  \nC.4 Documentation  \nProvide documentation to the engineer and include the coordinates, elevations, and sketches of the infrastructure locations tied to known features in the plans. Reference each infrastructure to a proposed alignment with a station and offset. Where near a ramp, reference the ramp alignment. Document the size and/or diameter, composition, and a description of each infrastructure and the location of the elevation with respect to each infrastructure noted. Supply digital photographs of the uncovered infrastructure to the engineer in .jpeg format for future reference.  \nD Measurement  \nThe department will measure Exposing Existing Infrastructure Paved Area as a unit for each location, acceptably completed. A location may have multiple infrastructures located within the same exposure area. An exposure area will include all infrastructures within 6 lateral feet of each other and payment will only be made for one unit regardless of the number of infrastructures exposed. If the distance from the existing ground elevation, located above the existing infrastructure, to a point 18 inches below the exposed infrastructure is between 0 and 6 feet, the department will measure each location as a single unit of work. If the distance from the existing ground elevation, located above the existing infrastructure, to a point 18 inches below the exposed infrastructure is greater than 6 feet and less than 12 feet, the department will pay for the item as two units of work.  \nE Payment  \nThe department will pay for the measured quantities at the contract unit price under the following bid item:  \nITEM NUMBER DESCRIPTION UNIT  \nSPV.0060.0151 Exposing Existing Infrastructure Paved Area EACH  \nPayment is full compensation for mobilization; for furnishing all excavation; for disposing of all materials; for locating all infrastructure within each respective location; for providing documentation and photographs of infrastructure locations to the engineer; for furnishing all surveying associated with exposing existing infrastructure; for furnishing all maintenance of the location during construction; for furnishing all traffic control, safety barriers, and steel plating required; for temporary shoring; and for furnishing all finishing items including, but not limited to, base aggregate dense, backfill slurry, concrete pavement, HMA pavement, curb and gutter, and sidewalk located above the subgrade elevation.  \n Baseline CPM Progress Schedule, Item SPV.0060.0170  \nMonthly CPM Progress Schedule Updates, Item SPV.0060.0171.  \nReplace standard spec 108.4 with the following:  \n108.4 Critical Path Method Progress Schedule  \n108.4.1 Definitions  \n(1) The department defines terms used in 108.4 as follows:  \nActivity  \nCritical Path  \nConstruction Activity  \nCPM Progress Schedule  \nAn administrative or construction task performed during the course of the project with a defined duration and scheduled (or actual) start and finish dates.  \nThe longest continuous chain of activities through the CPM schedule that establishes the minimum overall project duration.  \nConstruction activities are discrete work activities performed by the contractor, subcontractors, utilities, or third parties within the project limits.  \nA Critical Path Method (CPM) Progress Schedule is a network of logically related activities. The CPM schedule calculates when activities can be performed and establishes the critical or longest continuous path or paths of activities through the project.  \nFloat  \nForecast Completion Date  \nFragnet  \nInitial Work Plan  \nIntermediate Milestone Date  \nDepartment’s Project Schedule Template  \nWork Breakdown Structure (WBS)  \nFloat, as used in this special provision, is the total float of an activity; i.e. , it is the amount of time between the date when an activity can start ","cbCaityq83W1HcRc","https://ap.wps.com/l/cbCaityq83W1HcRc","pdf",689108,7,"English","# Documentation\n## Measurement\n## Payment\n# CPM Progress Schedule\n## Definitions\n## Project Schedule Template\n## Use of Project Schedule Template","[{\"question\":\"What documentation must be provided when exposing existing infrastructure?\",\"answer\":\"The department requires coordinates, elevations, sketches tied to known plan features, alignment references with station and offset, ramp alignment when applicable, infrastructure size/diameter and composition, elevation location relative to each infrastructure, and .jpeg digital photographs for future reference.\"},{\"question\":\"How does the department measure “Exposing Existing Infrastructure Paved Area”?\",\"answer\":\"Measurement is by unit per location, with multiple infrastructures allowed within the same exposure area. An exposure area includes infrastructures within 6 lateral feet, and payment is made for only one unit regardless of how many infrastructures are exposed. Unit count depends on the elevation distance criteria to the point 18 inches below the exposed infrastructure.\"},{\"question\":\"What does the payment include for SPV.0060.0151?\",\"answer\":\"Payment fully compensates for mobilization, excavation, material disposal, locating infrastructure, providing documentation and photographs, surveying, maintenance during construction, traffic control and safety barriers/steel plating, temporary shoring, and finishing items such as base aggregate dense, backfill slurry, pavement types, curb and gutter, and sidewalk above subgrade elevation.\"}]","Exposing Existing Infrastructure Paved Area - CPM Progress Schedule Payment and Definitions | PDF",1789147074]