{"component": "clause", "props": {"groups": [{"samples": [{"hash": "crItRFhzOO3", "uri": "/contracts/crItRFhzOO3#bridge-design", "label": "Contract for Engineering Services", "score": 23.5229295003, "published": true}, {"hash": "acWakD0H6hI", "uri": "/contracts/acWakD0H6hI#bridge-design", "label": "Contract for Engineering Services", "score": 23.5133470226, "published": true}], "snippet": "BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. The Engineer shall submit each bridge layout early in the plan preparation process to obtain approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State\u2019s Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, and AASHTO LRFD Bridge Design Specifications and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types. The existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction.", "snippet_links": [{"key": "bridge-layout", "type": "clause", "offset": [0, 13]}, {"key": "the-engineer", "type": "definition", "offset": [14, 26]}, {"key": "layout-plan", "type": "clause", "offset": [52, 63]}, {"key": "location-of", "type": "definition", "offset": [104, 115]}, {"key": "foundation-design", "type": "clause", "offset": [144, 161]}, {"key": "in-accordance-with", "type": "definition", "offset": [162, 180]}, {"key": "plan-preparation", "type": "clause", "offset": [264, 280]}, {"key": "the-state", "type": "clause", "offset": [313, 322]}, {"key": "comply-with", "type": "clause", "offset": [343, 354]}, {"key": "relevant-sections", "type": "definition", "offset": [359, 376]}, {"key": "latest-edition", "type": "definition", "offset": [384, 398]}, {"key": "design-manual", "type": "clause", "offset": [462, 475]}, {"key": "development-manual", "type": "definition", "offset": [492, 510]}, {"key": "design-specifications", "type": "clause", "offset": [560, 581]}, {"key": "typical-sections", "type": "definition", "offset": [654, 670]}, {"key": "design-frequency", "type": "clause", "offset": [838, 854]}, {"key": "soil-borings", "type": "definition", "offset": [933, 945]}, {"key": "retaining-walls", "type": "clause", "offset": [975, 990]}, {"key": "existing-bridge", "type": "definition", "offset": [1041, 1056]}], "size": 8, "hash": "932b88e434b23f1341ece3ebe55664da", "id": 1}, {"samples": [{"hash": "38uxMAzmXl", "uri": "/contracts/38uxMAzmXl#bridge-design", "label": "Contract for Engineering Services", "score": 25.5242984257, "published": true}, {"hash": "2Xa5Yep3peR", "uri": "/contracts/2Xa5Yep3peR#bridge-design", "label": "Contract for Engineering Services", "score": 23.5242984257, "published": true}, {"hash": "jTNecGbeTv6", "uri": "/contracts/jTNecGbeTv6#bridge-design", "label": "Contract for Engineering Services", "score": 23.4079397673, "published": true}], "snippet": "The State will prepare or provide:\nA. As-built plans of existing structures, National Bridge Inventory (NBI), and applicable Brinsap report.\nB. Written approval of preliminary bridge layouts before bridge design work begins.", "snippet_links": [{"key": "the-state", "type": "clause", "offset": [0, 9]}, {"key": "existing-structures", "type": "clause", "offset": [56, 75]}, {"key": "approval-of", "type": "clause", "offset": [152, 163]}, {"key": "design-work", "type": "clause", "offset": [205, 216]}], "size": 7, "hash": "ce89b2c55935f34aaa0d789f2ae69d29", "id": 2}, {"samples": [{"hash": "8RMks0PaT8u", "uri": "/contracts/8RMks0PaT8u#bridge-design", "label": "Professional Services", "score": 32.8902496803, "published": true}, {"hash": "Jb20GR64U7", "uri": "/contracts/Jb20GR64U7#bridge-design", "label": "Professional Services", "score": 25.9746748802, "published": true}], "snippet": "The ENGINEER will prepare a bridge layout and structural details for a three span, four (4) lane divided Bridge 12 ft. widening. The ENGINEER will prepare a 30% submittal to TxDOT consisting of bridge plan, elevations and sections for review and approval before detailing is started. The ENGINEER will perform final design of preferred foundation type for bridge structure in accordance with the TxDOT\u2019s Bridge Division Geotechnical Manual and Geotechnical design report recommendations. The ENGINEER will perform interim review and final, detailed designs in accordance with the current TxDOT Bridge Design Manual and 2020 AASHTO LRFD 9th Edition design requirements utilizing a conventional precast, prestressed concrete U-Beam superstructure and conventional reinforced concrete \u2587\u2587\u2587\u2587\u2587 with conventional substructures. The ENGINEER will perform final, detailed bridge design utilizing cast-in-place concrete deck and prestressed concrete U-Beam superstructure and multicolumn reinforced concrete \u2587\u2587\u2587\u2587\u2587 and abutments. The ENGINEER will produce summary tables of all bridge structure quantities, provide beam end bearing seat elevations tables and provide bent and abutment control elevations. The ENGINEER will prepare the bridge construction General Notes and Specifications and transmit these documents to the COUNTY. The bridge layouts will include: Plan View\na. Bearing of roadway center-line\nb. Bridge bent and abutment skew angles\nc. Control stations at the beginning and ending of structures\nd. Dimensioned widths of bridge, roadway, shoulders, and sidewalks\ne. Limits of riprap\nf. North arrow\ng. Cross-slope and super-elevation data\nh. Traffic flow directional arrows\ni. Railing type\nj. Bent stations and bearings k. Approach pavement crown width l. Typical Bridge sections showing construction stages, beam types and spacing m. Expansion Joint and seal type Elevation View\na. Profile grade\nb. Vertical curve data\nc. Finished roadway elevation at beginning and end of the bridge d. Overall length of the structure", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "bridge-layout", "type": "clause", "offset": [28, 41]}, {"key": "review-and-approval", "type": "clause", "offset": [235, 254]}, {"key": "final-design", "type": "clause", "offset": [310, 322]}, {"key": "foundation-type", "type": "definition", "offset": [336, 351]}, {"key": "in-accordance-with", "type": "definition", "offset": [373, 391]}, {"key": "design-report", "type": "clause", "offset": [457, 470]}, {"key": "interim-review", "type": "clause", "offset": [514, 528]}, {"key": "detailed-designs", "type": "clause", "offset": [540, 556]}, {"key": "the-current", "type": "clause", "offset": [576, 587]}, {"key": "design-manual", "type": "clause", "offset": [601, 614]}, {"key": "design-requirements", "type": "definition", "offset": [648, 667]}, {"key": "reinforced-concrete", "type": "definition", "offset": [762, 781]}, {"key": "summary-tables", "type": "clause", "offset": [1045, 1059]}, {"key": "bridge-construction", "type": "clause", "offset": [1224, 1243]}, {"key": "general-notes", "type": "definition", "offset": [1244, 1257]}, {"key": "to-the-county", "type": "definition", "offset": [1306, 1319]}, {"key": "at-the-beginning", "type": "clause", "offset": [1458, 1474]}, {"key": "traffic-flow", "type": "clause", "offset": [1645, 1657]}, {"key": "expansion-joint", "type": "definition", "offset": [1838, 1853]}, {"key": "elevation-view", "type": "clause", "offset": [1868, 1882]}, {"key": "profile-grade", "type": "clause", "offset": [1886, 1899]}, {"key": "vertical-curve", "type": "definition", "offset": [1903, 1917]}, {"key": "length-of-the", "type": "clause", "offset": [1999, 2012]}], "size": 6, "hash": "fbc44989b43008ae6b46f755e2fb5580", "id": 3}, {"samples": [{"hash": "geaIFuiI5xd", "uri": "/contracts/geaIFuiI5xd#bridge-design", "label": "Professional Services", "score": 23.6844626968, "published": true}, {"hash": "5i7kWctvtbH", "uri": "/contracts/5i7kWctvtbH#bridge-design", "label": "Professional Services", "score": 23.6844626968, "published": true}, {"hash": "9HXuoWYJ18k", "uri": "/contracts/9HXuoWYJ18k#bridge-design", "label": "Agreement for Professional Engineering Services", "score": 23.6283367556, "published": true}], "snippet": "a) The Engineer shall perform bridge design required for any roadway crossings to the proposed improvements to the existing channels and/or proposed channels of the Project. The design of these bridges shall conform to the Project design criteria required by the Owner (City, County, or State), of the associated\nb) Prior to performing structural detailing, the Engineer shall provide a bridge layout to the governing entity of the associated bridge structure and/or roadway for approval. Each bridge layout will include the required information set forth by the governing entity.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [3, 15]}, {"key": "proposed-improvements", "type": "definition", "offset": [86, 107]}, {"key": "the-project", "type": "clause", "offset": [161, 172]}, {"key": "the-design", "type": "clause", "offset": [174, 184]}, {"key": "design-criteria", "type": "definition", "offset": [231, 246]}, {"key": "by-the-owner", "type": "clause", "offset": [256, 268]}, {"key": "prior-to", "type": "definition", "offset": [316, 324]}, {"key": "provide-a", "type": "definition", "offset": [377, 386]}, {"key": "bridge-layout", "type": "clause", "offset": [387, 400]}, {"key": "governing-entity", "type": "definition", "offset": [408, 424]}, {"key": "for-approval", "type": "definition", "offset": [475, 487]}, {"key": "required-information", "type": "definition", "offset": [525, 545]}], "size": 3, "hash": "2781bdc45e561e4553968e42206c50f7", "id": 4}, {"samples": [{"hash": "cT0njaMd0hK", "uri": "/contracts/cT0njaMd0hK#bridge-design", "label": "Consulting Agreement", "score": 25.3312799452, "published": true}, {"hash": "a13dVPuNabR", "uri": "/contracts/a13dVPuNabR#bridge-design", "label": "Consulting Agreement", "score": 25.2902121834, "published": true}, {"hash": "979cmY4bEIS", "uri": "/contracts/979cmY4bEIS#bridge-design", "label": "Consulting Agreement", "score": 25.2902121834, "published": true}], "snippet": "3.3.2.1. 1Bridge Geometrics", "snippet_links": [], "size": 3, "hash": "0506320aca670fd95bf3d81b74c06bc3", "id": 5}, {"samples": [{"hash": "1IzRXpwBtlP", "uri": "/contracts/1IzRXpwBtlP#bridge-design", "label": "Professional Services", "score": 27.4681724846, "published": true}, {"hash": "hwK9Hh63Xlr", "uri": "/contracts/hwK9Hh63Xlr#bridge-design", "label": "Professional Services", "score": 27.4544832307, "published": true}], "snippet": "If necessary, design a bridge structure to cross potential wetlands along the proposed ROW alignment will be designed for HL-93 loading or greater. The design will include all supporting calculations for the structure including geometry, structural design, layout sheets and details. The bridge will be 4 lanes (two lane in each direction). We will also provide two (2) borings 80\u2019 in depth for the bridge design. The fee for this item is included in the base geotechnical fee.", "snippet_links": [{"key": "the-proposed", "type": "clause", "offset": [74, 86]}, {"key": "designed-for", "type": "definition", "offset": [109, 121]}, {"key": "the-design", "type": "clause", "offset": [148, 158]}, {"key": "supporting-calculations", "type": "definition", "offset": [176, 199]}, {"key": "structural-design", "type": "definition", "offset": [238, 255]}, {"key": "the-fee", "type": "clause", "offset": [414, 421]}], "size": 2, "hash": "516b519f2a4e4c7a30bd1ef2b5b1e12f", "id": 6}, {"samples": [{"hash": "65fHiWpSGF6", "uri": "/contracts/65fHiWpSGF6#bridge-design", "label": "Consulting Contract", "score": 24.3538672142, "published": true}, {"hash": "190Ir5JdQoA", "uri": "/contracts/190Ir5JdQoA#bridge-design", "label": "Consulting Contract", "score": 24.3538672142, "published": true}], "snippet": "This task describes work to complete base bridge contract documents, consisting of plans, specifications, calculations for Level 1 design criteria, and estimates for each bridge. The deliverables to be developed under this section are as follows: \u2022 Stage 1 o Level One Checklist and Computations o Design Information o Quantity Calculations and Preliminary Opinion of Probable Cost Preliminary Field Check Plans with the following modifications: o Incorporate Preliminary Field Check plans comments o Complete project-information boxes, including right-of-way project number and sheet numbers o Complete sheet-numbers cross references o Review plans against the checklist shown as IDM Figure 85-2F o Stage 3 Review Submission The Stage 3 plans shall be approximately 95% complete and include the following items: o Incorporation of PFC review comments o Final Plans Documentation o Plan Detail Sheets and associated tables o Temporary erosion control o Plan Bridge Sheets and associated tables \u25aa Soil Boring Sheet \u25aa Layout Sheet \u25aa General Plan Sheet \u25aa Wingwall and Headwall Detail Sheet o Level One Checklists and Design Computations o Unique and Recurring Special Provisions o Opinion of Probable Construction Cost o Permit drawing development and coordination o QA/QC o Tracings Plan Submission The design shall be progressed to 100% design level for this submission. The following shall be prepared for this submission: o Incorporation of Stage 3 review comments o Incorporation of Pavement Design o Final Tracings Documentation o Level One Checklists and Design Computations o Unique and Recurring Special Provisions o Opinion of Probable Construction Cost o QA/QC", "snippet_links": [{"key": "contract-documents", "type": "clause", "offset": [49, 67]}, {"key": "level-1", "type": "clause", "offset": [123, 130]}, {"key": "design-criteria", "type": "definition", "offset": [131, 146]}, {"key": "the-deliverables", "type": "clause", "offset": [179, 195]}, {"key": "stage-1", "type": "clause", "offset": [249, 256]}, {"key": "level-one", "type": "clause", "offset": [259, 268]}, {"key": "design-information", "type": "definition", "offset": [298, 316]}, {"key": "quantity-calculations", "type": "clause", "offset": [319, 340]}, {"key": "preliminary-opinion-of-probable-cost", "type": "clause", "offset": [345, 381]}, {"key": "field-check-plans", "type": "clause", "offset": [394, 411]}, {"key": "complete-project", "type": "clause", "offset": [501, 517]}, {"key": "project-number", "type": "definition", "offset": [560, 574]}, {"key": "stage-3", "type": "definition", "offset": [700, 707]}, {"key": "incorporation-of", "type": "clause", "offset": [815, 831]}, {"key": "review-comments", "type": "clause", "offset": [836, 851]}, {"key": "final-plans", "type": "definition", "offset": [854, 865]}, {"key": "detail-sheets", "type": "clause", "offset": [887, 900]}, {"key": "temporary-erosion-control", "type": "definition", "offset": [925, 950]}, {"key": "soil-boring", "type": "definition", "offset": [996, 1007]}, {"key": "general-plan", "type": "definition", "offset": [1031, 1043]}, {"key": "special-provisions", "type": "clause", "offset": [1157, 1175]}, {"key": "opinion-of-probable-construction-cost", "type": "clause", "offset": [1178, 1215]}, {"key": "drawing-development", "type": "clause", "offset": [1225, 1244]}, {"key": "plan-submission", "type": "clause", "offset": [1281, 1296]}, {"key": "the-design", "type": "clause", "offset": [1297, 1307]}, {"key": "prepared-for", "type": "definition", "offset": [1393, 1405]}, {"key": "pavement-design", "type": "clause", "offset": [1485, 1500]}], "size": 2, "hash": "744025f503077c3461aca61c59bf65ba", "id": 7}, {"samples": [{"hash": "knUs9DS8235", "uri": "/contracts/knUs9DS8235#bridge-design", "label": "Professional Services", "score": 30.7514607951, "published": true}], "snippet": "4.6.1 Prepare one (1) Bridge Layout (plan sheets at appropriate scale as determined by the engineer). Items to be included: \u2022 Plan \u25aa Existing right-of-way and easements \u25aa Existing survey data \u25aa Existing trees \u25aa Existing utilities \u25aa Proposed right-of-way and easements \u25aa Proposed centerline alignment and curve data \u25aa Proposed bent locations \u25aa Proposed beam spacing \u25aa Proposed abutment locations \u25aa Proposed bridge deck limits \u25aa Proposed approach slabs \u25aa Proposed sidewalks/pedestrian railing \u25aa Proposed pavement transitions \u25aa Proposed utilities \u25aa Proposed safety end treatments \u25aa Proposed bridge traffic railing \u2022 Profile \u25aa Existing ground profile \u25aa Proposed vertical alignment (top of curb) \u25aa Proposed bridge \u2587\u2587\u2587\u2587\u2587 \u25aa Proposed bridge \u2587\u2587\u2587\u2587\u2587 \u25aa Proposed header banks \u25aa Proposed safety end treatments \u25aa Proposed bridge traffic railing and pedestrian railing \u25aa Proposed utilities \u25aa Proposed low chord elevation \u25aa Proposed approach slabs \u25aa 100-year water surface elevation for both FEMA and for fully-developed conditions\n4.6.2 Develop the following additional bridge sheets: \u2022 Foundation plans \u2022 Bridge typical sections \u2022 Traffic rail, pedestrian rails, and fencing, if applicable \u2022 List of additional sheets to be provided during Final Design \u2022 List of applicable TxDOT standards\n4.6.3 Incorporate geotechnical recommendations into the preliminary design submittal", "snippet_links": [{"key": "bridge-layout", "type": "clause", "offset": [22, 35]}, {"key": "plan-sheets", "type": "clause", "offset": [37, 48]}, {"key": "the-engineer", "type": "definition", "offset": [87, 99]}, {"key": "items-to-be-included", "type": "clause", "offset": [102, 122]}, {"key": "existing-right", "type": "definition", "offset": [133, 147]}, {"key": "survey-data", "type": "clause", "offset": [180, 191]}, {"key": "existing-trees", "type": "clause", "offset": [194, 208]}, {"key": "existing-utilities", "type": "clause", "offset": [211, 229]}, {"key": "bridge-deck", "type": "definition", "offset": [406, 417]}, {"key": "proposed-approach", "type": "clause", "offset": [427, 444]}, {"key": "vertical-alignment", "type": "clause", "offset": [658, 676]}, {"key": "low-chord-elevation", "type": "clause", "offset": [885, 904]}, {"key": "water-surface-elevation", "type": "definition", "offset": [942, 965]}, {"key": "foundation-plans", "type": "clause", "offset": [1071, 1087]}, {"key": "typical-sections", "type": "definition", "offset": [1097, 1113]}, {"key": "if-applicable", "type": "clause", "offset": [1161, 1174]}, {"key": "final-design", "type": "clause", "offset": [1225, 1237]}, {"key": "preliminary-design-submittal", "type": "definition", "offset": [1331, 1359]}], "size": 2, "hash": "3c134bf6f689390454677af3eb6d089b", "id": 8}, {"samples": [{"hash": "7KEXwcPXK9P", "uri": "/contracts/7KEXwcPXK9P#bridge-design", "label": "Contract for Engineering Services", "score": 22.3401779603, "published": true}], "snippet": "The Engineer shall perform bridge design at the following locations; Or other locations located within the projects limits, as needed, at the written request of the State\u2019s Project Manager to be considered as supplemental agreement.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "other-locations", "type": "clause", "offset": [72, 87]}, {"key": "the-projects", "type": "clause", "offset": [103, 115]}, {"key": "as-needed", "type": "clause", "offset": [124, 133]}, {"key": "written-request", "type": "definition", "offset": [142, 157]}, {"key": "the-state", "type": "clause", "offset": [161, 170]}, {"key": "project-manager", "type": "definition", "offset": [173, 188]}, {"key": "to-be-considered", "type": "clause", "offset": [189, 205]}, {"key": "supplemental-agreement", "type": "definition", "offset": [209, 231]}], "size": 2, "hash": "8b0299689f3139b8cc8b2f9cb49d5f34", "id": 9}, {"samples": [{"hash": "bSDyrghOouj", "uri": "/contracts/bSDyrghOouj#bridge-design", "label": "Engineering Agreement", "score": 32.0140939398, "published": true}], "snippet": "a) The development of a bill of bars has been requested by Lancaster County. The effort includes the development of the individual bar quantities, creation of the bar table and an independent check of the bill of bars sheet.\nb) During the plan-in-hand, it was decided that a temporary bypass channel would be preferred to construct the box versus phasing the box culvert. Therefore, a model is required to be developed to determine limits of construction, estimated excavation for the channel and cross-sections of the temporary channel. In addition, more detail was added to the corps of engineers 404 permit application.", "snippet_links": [{"key": "development-of-a", "type": "clause", "offset": [7, 23]}, {"key": "requested-by", "type": "definition", "offset": [46, 58]}, {"key": "the-individual", "type": "clause", "offset": [116, 130]}, {"key": "the-bar", "type": "definition", "offset": [159, 166]}, {"key": "independent-check", "type": "clause", "offset": [180, 197]}, {"key": "the-plan", "type": "clause", "offset": [235, 243]}, {"key": "to-construct", "type": "clause", "offset": [319, 331]}, {"key": "the-box", "type": "definition", "offset": [332, 339]}, {"key": "to-determine", "type": "definition", "offset": [419, 431]}, {"key": "limits-of-construction", "type": "clause", "offset": [432, 454]}, {"key": "in-addition", "type": "clause", "offset": [538, 549]}, {"key": "corps-of-engineers", "type": "definition", "offset": [580, 598]}, {"key": "permit-application", "type": "clause", "offset": [603, 621]}], "size": 1, "hash": "ca2f315c9ed12964f5b5074f28a88f87", "id": 10}], "next_curs": "ClYSUGoVc35sYXdpbnNpZGVyY29udHJhY3RzcjILEhZDbGF1c2VTbmlwcGV0R3JvdXBfdjU2IhZicmlkZ2UtZGVzaWduIzAwMDAwMDBhDKIBAmVuGAAgAA==", "clause": {"children": [["", ""], ["bridge-detail-summary", "BRIDGE DETAIL SUMMARY"], ["electronic-copies", "Electronic Copies"], ["calculations", "Calculations"], ["letter-report", "Letter Report"]], "parents": [["pertinent-non-discrimination-authorities", "PERTINENT NON-DISCRIMINATION AUTHORITIES"], ["certification", "Certification"], ["non-discrimination-provisions", "Non Discrimination Provisions"], ["deliverables", "Deliverables"], ["assignment-of-antitrust-claims", "Assignment of Antitrust Claims"]], "title": "Bridge Design", "size": 59, "id": "bridge-design", "related": [["project-design", "Project Design", "Project Design"], ["program-design", "Program Design", "Program Design"], ["schematic-design", "Schematic Design", "Schematic Design"], ["release-of-design-plan", "Release of Design Plan", "Release of Design Plan"], ["roadway-design", "ROADWAY DESIGN", "ROADWAY DESIGN"]], "related_snippets": [], "updated": "2025-07-07T12:37:48+00:00"}, "json": true, "cursor": ""}}