{"component": "clause", "props": {"groups": [{"samples": [{"hash": "lmRWBlPxQFF", "uri": "/contracts/lmRWBlPxQFF#typical-sections", "label": "Professional Services", "score": 32.6769332886, "published": true}, {"hash": "7ILWJCU3bIu", "uri": "/contracts/7ILWJCU3bIu#typical-sections", "label": "Agreement for Professional Engineering Services", "score": 26.0677623749, "published": true}, {"hash": "38uxMAzmXl", "uri": "/contracts/38uxMAzmXl#typical-sections", "label": "Contract for Engineering Services", "score": 25.5242977142, "published": true}], "snippet": "The Engineer shall prepare typical sections for all proposed and existing roadways and structures. Typical sections must include width of travel lanes, shoulders, outer separations, border widths, curb offsets, managed lanes, and ROW. The typical section must also include Proposed Profile Gradeline (PGL), centerline, pavement design, longitudinal joints, side slopes, sodding or seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures including retaining walls, existing pavement removal, riprap, limits of embankment and excavation, etc.", "size": 53, "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "managed-lanes", "type": "clause", "offset": [211, 224]}, {"key": "pavement-design", "type": "clause", "offset": [319, 334]}, {"key": "longitudinal-joints", "type": "clause", "offset": [336, 355]}, {"key": "if-required", "type": "definition", "offset": [438, 449]}, {"key": "station-limits", "type": "definition", "offset": [451, 465]}, {"key": "existing-structures", "type": "clause", "offset": [487, 506]}, {"key": "retaining-walls", "type": "clause", "offset": [517, 532]}, {"key": "pavement-removal", "type": "clause", "offset": [543, 559]}], "hash": "91e8ba8e180ac097158fdec1039a107b", "id": 1}, {"samples": [{"hash": "kqR8mKPHhtW", "uri": "/contracts/kqR8mKPHhtW#typical-sections", "label": "Professional Services Agreement", "score": 33.1127700806, "published": true}, {"hash": "hUms5iCTwhr", "uri": "/contracts/hUms5iCTwhr#typical-sections", "label": "Professional Services Agreement", "score": 33.1073188782, "published": true}, {"hash": "lPqN2qFjACM", "uri": "/contracts/lPqN2qFjACM#typical-sections", "label": "Professional Services Agreement", "score": 32.9627532959, "published": true}], "snippet": "The Engineer shall develop both existing and proposed typical sections that depict the number and type of lanes, shoulders, median width, curb offsets, cross slope, border width, clear zone widths, and ROW limits.", "size": 28, "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "type-of", "type": "definition", "offset": [98, 105]}, {"key": "clear-zone", "type": "definition", "offset": [179, 189]}], "hash": "25d2117959f2878101f425a2ca049949", "id": 2}, {"samples": [{"hash": "ksAe7DJJpsK", "uri": "/contracts/ksAe7DJJpsK#typical-sections", "label": "Contract for Engineering Services", "score": 24.7700214386, "published": true}, {"hash": "7q8xyAP3Ytx", "uri": "/contracts/7q8xyAP3Ytx#typical-sections", "label": "Contract for Engineering Services", "score": 24.7659130096, "published": true}], "snippet": "The Engineer shall prepare typical sections for all proposed and existing roadways and structures. Typical sections shall include width of travel lanes, shoulders, outer separations, border widths, curb offsets, managed lanes, and ROW. The typical section shall also include PGL, centerline, pavement design, longitudinal joints, side slopes, sodding and seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures including retaining walls, existing pavement removal (pavement coring shall be performed by the Engineer to determine existing pavement structure for removal items only, see FC 110) riprap, limits of embankment and excavation, etc. The typical sections shall also reference Pay Schedule for Item of work \u201cRide Quality of Pavement Surface\u201d.", "size": 10, "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "managed-lanes", "type": "clause", "offset": [212, 225]}, {"key": "pavement-design", "type": "clause", "offset": [292, 307]}, {"key": "longitudinal-joints", "type": "clause", "offset": [309, 328]}, {"key": "if-required", "type": "definition", "offset": [412, 423]}, {"key": "station-limits", "type": "definition", "offset": [425, 439]}, {"key": "existing-structures", "type": "clause", "offset": [461, 480]}, {"key": "retaining-walls", "type": "clause", "offset": [491, 506]}, {"key": "pavement-removal", "type": "clause", "offset": [517, 533]}, {"key": "performed-by", "type": "clause", "offset": [560, 572]}, {"key": "to-determine", "type": "definition", "offset": [586, 598]}, {"key": "pavement-structure", "type": "clause", "offset": [608, 626]}, {"key": "pay-schedule", "type": "clause", "offset": [755, 767]}, {"key": "item-of-work", "type": "definition", "offset": [772, 784]}], "hash": "6de252e37a69416a20a0a1025a4de99d", "id": 3}, {"samples": [{"hash": "iOWij6MzSjm", "uri": "/contracts/iOWij6MzSjm#typical-sections", "label": "Professional Services", "score": 29.3390369415, "published": true}, {"hash": "AmXNPd7kEW", "uri": "/contracts/AmXNPd7kEW#typical-sections", "label": "Professional Services", "score": 29.3390369415, "published": true}, {"hash": "1UcQZIPK7I4", "uri": "/contracts/1UcQZIPK7I4#typical-sections", "label": "Professional Services", "score": 29.3390369415, "published": true}], "snippet": "General notes including Project drawing specific issues.", "size": 6, "snippet_links": [{"key": "general-notes", "type": "definition", "offset": [0, 13]}, {"key": "specific-issues", "type": "clause", "offset": [40, 55]}], "hash": "fa313dc2831096ed1596f6a7a7df7b25", "id": 4}, {"samples": [{"hash": "5tZJJyMmPlC", "uri": "/contracts/5tZJJyMmPlC#typical-sections", "label": "Professional Services", "score": 25.3983573914, "published": true}, {"hash": "dRrNAF2F1Fw", "uri": "/contracts/dRrNAF2F1Fw#typical-sections", "label": "Professional Services", "score": 25.3956203461, "published": true}, {"hash": "k9AuwBJrjVN", "uri": "/contracts/k9AuwBJrjVN#typical-sections", "label": "Professional Services", "score": 24.6988372803, "published": true}], "snippet": "Typical sections shall be required for all proposed and existing roadways and structures. The Engineer shall provide the design of mainlanes with full shoulders, frontage roads, entrance and exit ramps, managed lanes and auxiliary lanes. The design shall be consistent with the approved refined schematic and the current Roadway Design Manual.", "size": 5, "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [90, 102]}, {"key": "the-design", "type": "clause", "offset": [117, 127]}, {"key": "frontage-roads", "type": "clause", "offset": [162, 176]}, {"key": "entrance-and-exit", "type": "clause", "offset": [178, 195]}, {"key": "managed-lanes", "type": "clause", "offset": [203, 216]}, {"key": "consistent-with-the", "type": "clause", "offset": [258, 277]}, {"key": "the-current", "type": "clause", "offset": [309, 320]}, {"key": "design-manual", "type": "definition", "offset": [329, 342]}], "hash": "b099ee940d7f9c26bc07772080e18698", "id": 5}, {"samples": [{"hash": "cT0njaMd0hK", "uri": "/contracts/cT0njaMd0hK#typical-sections", "label": "Consulting Agreement", "score": 25.3312797546, "published": true}, {"hash": "a13dVPuNabR", "uri": "/contracts/a13dVPuNabR#typical-sections", "label": "Consulting Agreement", "score": 25.2902126312, "published": true}, {"hash": "979cmY4bEIS", "uri": "/contracts/979cmY4bEIS#typical-sections", "label": "Consulting Agreement", "score": 25.2902126312, "published": true}], "snippet": "Upon approval of the Typical Section Package, the Consultant shall prepare the typical section sheets including the mainline, bridges (if applicable) and side streets with all applicable details added to the sections. These sheets shall also include other miscellaneous details necessary to construct the project. The details shall include but are not limited to milling and resurfacing, non-standard superelevation transitions, etc.", "size": 3, "snippet_links": [{"key": "approval-of", "type": "definition", "offset": [5, 16]}, {"key": "typical-section-package", "type": "clause", "offset": [21, 44]}, {"key": "the-consultant-shall", "type": "clause", "offset": [46, 66]}, {"key": "if-applicable", "type": "definition", "offset": [135, 148]}, {"key": "miscellaneous-details", "type": "clause", "offset": [256, 277]}, {"key": "to-construct", "type": "definition", "offset": [288, 300]}, {"key": "the-project", "type": "clause", "offset": [301, 312]}, {"key": "not-limited", "type": "clause", "offset": [348, 359]}], "hash": "d84314ac2524c2fb573850544bca39e3", "id": 6}, {"samples": [{"hash": "6Rab3j4C4RM", "uri": "/contracts/6Rab3j4C4RM#typical-sections", "label": "Engineering/Architectural Services Agreement", "score": 33.8480567932, "published": true}, {"hash": "6AG8KFTnTo0", "uri": "/contracts/6AG8KFTnTo0#typical-sections", "label": "Supplemental Agreement", "score": 33.6684150696, "published": true}, {"hash": "6DYX25udxYY", "uri": "/contracts/6DYX25udxYY#typical-sections", "label": "Engineering/Architectural Services Agreement", "score": 23.0369606018, "published": true}], "snippet": "Pavement design shall be the responsibility of the City.", "size": 3, "snippet_links": [{"key": "pavement-design", "type": "clause", "offset": [0, 15]}, {"key": "responsibility-of-the-city", "type": "clause", "offset": [29, 55]}], "hash": "a1c9cc30a49c8aa949230d7a3118f8af", "id": 7}, {"samples": [{"hash": "4cstVOb9pmO", "uri": "/contracts/4cstVOb9pmO#typical-sections", "label": "Supplemental Agreement", "score": 23.7876567841, "published": true}, {"hash": "hxNboMPz4Ry", "uri": "/contracts/hxNboMPz4Ry#typical-sections", "label": "Supplemental Agreement", "score": 23.6570835114, "published": true}, {"hash": "96jRDBr05P", "uri": "/contracts/96jRDBr05P#typical-sections", "label": "Supplemental Agreement", "score": 20.9698829651, "published": true}], "snippet": "Subsurface drainage design (Consulting Engineer to provide edge drain layout and spot elevations for critical spots on edge drains.)", "size": 3, "snippet_links": [{"key": "drainage-design", "type": "clause", "offset": [11, 26]}, {"key": "consulting-engineer", "type": "clause", "offset": [28, 47]}, {"key": "to-provide", "type": "clause", "offset": [48, 58]}], "hash": "bc1d9096307f9e13b19137ec58aa2704", "id": 8}, {"samples": [{"hash": "eko8VHb2vjJ", "uri": "/contracts/eko8VHb2vjJ#typical-sections", "label": "Consulting Engineering Agreement", "score": 29.3061885834, "published": true}, {"hash": "3Hl5tUju4c3", "uri": "/contracts/3Hl5tUju4c3#typical-sections", "label": "Consulting Agreement", "score": 24.1635856628, "published": true}], "snippet": "Typical Complete Street sections will be developed for critical areas, as necessary. Two (2) typical sections are anticipated. \u2022 Avenue K NE \u2022 West \u2587\u2587\u2587\u2587 \u2587\u2587\u2587\u2587\u2587\u2587 Drive", "size": 3, "snippet_links": [{"key": "complete-street", "type": "definition", "offset": [8, 23]}, {"key": "critical-areas", "type": "definition", "offset": [55, 69]}], "hash": "4415002b9137868eba27d469f46added", "id": 9}, {"samples": [{"hash": "e2w3WL71RhI", "uri": "/contracts/e2w3WL71RhI#typical-sections", "label": "Professional Services", "score": 26.106092453, "published": true}, {"hash": "8RErX6nWQaa", "uri": "/contracts/8RErX6nWQaa#typical-sections", "label": "Professional Services", "score": 26.0896644592, "published": true}], "snippet": "prepare existing and proposed typical sections (not-to-scale proposed sections with station limits for each section; show pavement/subgrade material and thickness, right-of-way and roadway width, applicable dimensions, profile grade line, and general location of existing and proposed utilities)", "size": 2, "snippet_links": [{"key": "station-limits", "type": "definition", "offset": [84, 98]}, {"key": "grade-line", "type": "definition", "offset": [227, 237]}, {"key": "location-of", "type": "definition", "offset": [251, 262]}], "hash": "1844e564a388a01ef42f7cc191c27796", "id": 10}], "next_curs": "ClkSU2oVc35sYXdpbnNpZGVyY29udHJhY3RzcjULEhZDbGF1c2VTbmlwcGV0R3JvdXBfdjU2Ihl0eXBpY2FsLXNlY3Rpb25zIzAwMDAwMDBhDKIBAmVuGAAgAA==", "clause": {"size": 122, "children": [], "title": "Typical Sections", "parents": [["pertinent-non-discrimination-authorities", "PERTINENT NON-DISCRIMINATION AUTHORITIES"], ["deliverables", "Deliverables"], ["boycott-israel", "Boycott Israel"], ["organization-of-design-project-folder-and-files-electronic-project-files", "Organization of Design Project Folder and Files (Electronic Project Files)"], ["geometric-design-schematics", "Geometric Design Schematics"]], "id": "typical-sections", "related": [["related-sections", "RELATED SECTIONS", "RELATED SECTIONS"], ["limitations-applicable-to-section-16-persons", "Limitations Applicable to Section 16 Persons", "Limitations Applicable to Section 16 Persons"], ["amendments-to-section-6", "Amendments to Section 6", "Amendments to Section 6"], ["survival-of-operative-sections", "Survival of Operative Sections", "Survival of Operative Sections"], ["amendments-to-section", "Amendments to Section", "Amendments to Section"]], "related_snippets": [], "updated": "2025-07-17T06:09:22+00:00"}, "json": true, "cursor": ""}}