{"component": "clause", "props": {"groups": [{"size": 32, "samples": [{"hash": "lmRWBlPxQFF", "uri": "/contracts/lmRWBlPxQFF#storm-drains", "label": "Professional Services", "score": 32.6769323991, "published": true}, {"hash": "7ILWJCU3bIu", "uri": "/contracts/7ILWJCU3bIu#storm-drains", "label": "Agreement for Professional Engineering Services", "score": 26.067761807, "published": true}, {"hash": "liWMT1A5fQ1", "uri": "/contracts/liWMT1A5fQ1#storm-drains", "label": "Contract for Engineering Services", "score": 25.1875427789, "published": true}], "snippet": "The Engineer shall provide the following services:\n1. Design and analyze storm drains using software as approved by the State.\n2. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with the State\u2019s Hydraulic Design Manual, District criteria and any specific guidance provided by the State. Storm drain design software shall be selected as directed by the Work Authorization.\n3. Determine hydraulic grade line starting at the outfall channel for each storm drain design. Use the design water surface elevation of the outfall as the starting basis (tailwater) for the design of the proposed storm sewer system.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "provide-the", "type": "clause", "offset": [19, 30]}, {"key": "by-the-state", "type": "clause", "offset": [113, 125]}, {"key": "trunk-line", "type": "definition", "offset": [153, 163]}, {"key": "passage-of-traffic", "type": "clause", "offset": [233, 251]}, {"key": "the-highway", "type": "definition", "offset": [271, 282]}, {"key": "in-accordance-with", "type": "definition", "offset": [302, 320]}, {"key": "design-manual", "type": "clause", "offset": [343, 356]}, {"key": "software-shall", "type": "definition", "offset": [444, 458]}, {"key": "as-directed", "type": "definition", "offset": [471, 482]}, {"key": "work-authorization", "type": "clause", "offset": [490, 508]}, {"key": "hydraulic-grade-line", "type": "definition", "offset": [523, 543]}, {"key": "the-design", "type": "clause", "offset": [609, 619]}, {"key": "water-surface-elevation", "type": "definition", "offset": [620, 643]}, {"key": "the-starting", "type": "clause", "offset": [662, 674]}, {"key": "the-proposed", "type": "clause", "offset": [711, 723]}, {"key": "storm-sewer-system", "type": "clause", "offset": [724, 742]}], "hash": "807d7befb33ccadc3d3f20052abab356", "id": 1}, {"size": 13, "samples": [{"hash": "hyZqlLUWMCa", "uri": "/contracts/hyZqlLUWMCa#storm-drains", "label": "Public Works Agreement", "score": 32.2296975148, "published": true}, {"hash": "b0TnlSHEcig", "uri": "/contracts/b0TnlSHEcig#storm-drains", "label": "Public Works Agreement", "score": 32.1555228263, "published": true}, {"hash": "l0ADXmhzUnb", "uri": "/contracts/l0ADXmhzUnb#storm-drains", "label": "Public Works Agreement", "score": 31.907646823, "published": true}], "snippet": "If applicable to the development, Developer shall construct a storm drainage system in accordance with the Development Plan and Town shall accept the same within the proposed right-of-way lines for ownership and maintenance.", "snippet_links": [{"key": "applicable-to", "type": "clause", "offset": [3, 16]}, {"key": "developer-shall", "type": "clause", "offset": [34, 49]}, {"key": "storm-drainage-system", "type": "definition", "offset": [62, 83]}, {"key": "in-accordance-with", "type": "definition", "offset": [84, 102]}, {"key": "the-development-plan", "type": "clause", "offset": [103, 123]}, {"key": "the-proposed", "type": "clause", "offset": [162, 174]}, {"key": "ownership-and-maintenance", "type": "clause", "offset": [198, 223]}], "hash": "43826e1556c58aa2d2bbfe048c38bc05", "id": 2}, {"size": 8, "samples": [{"hash": "kqR8mKPHhtW", "uri": "/contracts/kqR8mKPHhtW#storm-drains", "label": "Professional Services Agreement", "score": 33.1127710882, "published": true}, {"hash": "hUms5iCTwhr", "uri": "/contracts/hUms5iCTwhr#storm-drains", "label": "Professional Services Agreement", "score": 33.1073193054, "published": true}], "snippet": "The Engineer shall provide the following services:\n1. Design and analyze storm drains using software as approved by the Owner.\n2. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with local drainage ordinances, the TxDOT Hydraulic Design Manual, and any specific guidance provided by the Owner. Storm drain design software shall be selected as directed by the task order.\n3. Determine hydraulic grade line starting at the outfall channel for each storm drain design. Use the design water surface elevation of the outfall as the starting basis (tailwater) for the design of the proposed storm sewer system.\n4. Calculate manhole head-losses. Compute manhole head losses as per FHWA\u2019s HEC-22.\n5. Limit discharge into existing storm drains and existing outfalls to the capacity of the existing system, which will be determined by the Engineer. Evaluate alternate flow routes or detention, if necessary, to relieve system overload. Determine the amount of the total detention storage to control storm drain runoff for the design frequency based on hydrograph routing for the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP), as well as a rough estimate of the available on-site volume. When oversized storm drains are used for detention, the Engineer shall evaluate the hydraulic grade-line throughout the whole system, within project limits, for the design frequency or frequencies. The Engineer shall coordinate with the Owner any proposed changes to the detention systems.\n6. Identify areas requiring trench protection, excavation, shoring, and de-watering.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "provide-the", "type": "clause", "offset": [19, 30]}, {"key": "by-the-owner", "type": "clause", "offset": [113, 125]}, {"key": "trunk-line", "type": "definition", "offset": [153, 163]}, {"key": "passage-of-traffic", "type": "clause", "offset": [233, 251]}, {"key": "the-highway", "type": "definition", "offset": [271, 282]}, {"key": "in-accordance-with", "type": "definition", "offset": [302, 320]}, {"key": "design-manual", "type": "clause", "offset": [368, 381]}, {"key": "software-shall", "type": "definition", "offset": [451, 465]}, {"key": "as-directed", "type": "definition", "offset": [478, 489]}, {"key": "task-order", "type": "definition", "offset": [497, 507]}, {"key": "hydraulic-grade-line", "type": "definition", "offset": [522, 542]}, {"key": "the-design", "type": "clause", "offset": [608, 618]}, {"key": "water-surface-elevation", "type": "definition", "offset": [619, 642]}, {"key": "the-starting", "type": "clause", "offset": [661, 673]}, {"key": "the-proposed", "type": "clause", "offset": [710, 722]}, {"key": "storm-sewer-system", "type": "clause", "offset": [723, 741]}, {"key": "existing-system", "type": "definition", "offset": [918, 933]}, {"key": "determine-the", "type": "clause", "offset": [1064, 1077]}, {"key": "the-total", "type": "clause", "offset": [1088, 1097]}, {"key": "to-control", "type": "definition", "offset": [1116, 1126]}, {"key": "design-frequency", "type": "clause", "offset": [1154, 1170]}, {"key": "based-on", "type": "clause", "offset": [1171, 1179]}, {"key": "whole-system", "type": "clause", "offset": [1456, 1468]}, {"key": "project-limits", "type": "clause", "offset": [1477, 1491]}, {"key": "changes-to-the", "type": "definition", "offset": [1592, 1606]}], "hash": "4294c106903aad39e43ee9884e5e5c07", "id": 3}, {"size": 8, "samples": [{"hash": "jaagFyL4kY4", "uri": "/contracts/jaagFyL4kY4#storm-drains", "label": "Contract for Engineering Services", "score": 24.4825462012, "published": true}], "snippet": "The Engineer shall provide the following services:\na. Design and analyze storm drains using software as approved by the State.\nb. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with the State\u2019s Hydraulic Design Manual, District criteria and any specific guidance provided by the State. Storm drain design software shall be selected as directed by the Work Authorization. DocuSign Envelope ID: 892480A0-816A-4F72-BEA4-A48D7E8902E6\nc. Determine hydraulic grade line starting at the outfall channel for each storm drain design. Use the design water surface elevation of the outfall as the starting basis (tailwater) for the design of the proposed storm sewer system.\nd. Calculate manhole headlosses. Compute manhole head losses as per FHWA\u2019s HEC-22.\ne. Limit discharge into existing storm drains and existing outfalls to the capacity of the existing system, which will be determined by the Engineer. Evaluate alternate flow routes or detention, if necessary, to relieve system overload. Determine the amount of the total detention storage to control storm drain runoff for the design frequency based on hydrograph routing for the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP), as well as a rough estimate of the available on-site volume. When oversized storm drains are used for detention, the Engineer shall evaluate the hydraulic gradeline throughout the whole system, within project limits, for the design frequency or frequencies. The Engineer shall coordinate with the State any proposed changes to the detention systems. The State will assess the effects of such changes on the comprehensive drainage studies.\nf. Prepare conceptual 1% AEP sheet flow analysis for the project utilizing existing and proposed conditions if required in the Work Authorization.\ng. Identify areas requiring trench protection, excavation, shoring, and de-watering.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "provide-the", "type": "clause", "offset": [19, 30]}, {"key": "by-the-state", "type": "clause", "offset": [113, 125]}, {"key": "trunk-line", "type": "definition", "offset": [153, 163]}, {"key": "passage-of-traffic", "type": "clause", "offset": [233, 251]}, {"key": "the-highway", "type": "definition", "offset": [271, 282]}, {"key": "in-accordance-with", "type": "definition", "offset": [302, 320]}, {"key": "design-manual", "type": "clause", "offset": [343, 356]}, {"key": "software-shall", "type": "definition", "offset": [444, 458]}, {"key": "as-directed", "type": "definition", "offset": [471, 482]}, {"key": "work-authorization", "type": "clause", "offset": [490, 508]}, {"key": "docusign-envelope", "type": "definition", "offset": [510, 527]}, {"key": "hydraulic-grade-line", "type": "definition", "offset": [582, 602]}, {"key": "the-design", "type": "clause", "offset": [668, 678]}, {"key": "water-surface-elevation", "type": "definition", "offset": [679, 702]}, {"key": "the-starting", "type": "clause", "offset": [721, 733]}, {"key": "the-proposed", "type": "clause", "offset": [770, 782]}, {"key": "storm-sewer-system", "type": "clause", "offset": [783, 801]}, {"key": "calculate-manhole-headlosses", "type": "clause", "offset": [806, 834]}, {"key": "existing-system", "type": "definition", "offset": [977, 992]}, {"key": "determine-the", "type": "clause", "offset": [1123, 1136]}, {"key": "the-total", "type": "clause", "offset": [1147, 1156]}, {"key": "to-control", "type": "definition", "offset": [1175, 1185]}, {"key": "design-frequency", "type": "clause", "offset": [1213, 1229]}, {"key": "based-on", "type": "clause", "offset": [1230, 1238]}, {"key": "whole-system", "type": "clause", "offset": [1514, 1526]}, {"key": "project-limits", "type": "clause", "offset": [1535, 1549]}, {"key": "changes-to-the", "type": "definition", "offset": [1650, 1664]}, {"key": "drainage-studies", "type": "clause", "offset": [1755, 1771]}, {"key": "sheet-flow", "type": "definition", "offset": [1802, 1812]}, {"key": "the-project", "type": "clause", "offset": [1826, 1837]}, {"key": "proposed-conditions", "type": "clause", "offset": [1861, 1880]}, {"key": "if-required", "type": "definition", "offset": [1881, 1892]}, {"key": "in-the-work", "type": "clause", "offset": [1893, 1904]}], "hash": "67e8316a956be3e45c2dfc5176aa7ebf", "id": 4}, {"size": 6, "samples": [{"hash": "k2djkbmUKiw", "uri": "/contracts/k2djkbmUKiw#storm-drains", "label": "Lease Agreement (Formfactor Inc)", "score": 18.0, "published": true}, {"hash": "eS08mtzPrhF", "uri": "/contracts/eS08mtzPrhF#storm-drains", "label": "Lease Agreement (Formfactor Inc)", "score": 18.0, "published": true}, {"hash": "eIBseyS3Rqh", "uri": "/contracts/eIBseyS3Rqh#storm-drains", "label": "Lease Agreement (Formfactor Inc)", "score": 18.0, "published": true}], "snippet": "There are reserved and granted for the benefit of each Parcel and the Common Area, over, under, across and through the Project, except the Buildings, non-exclusive easements for surface and subsurface storm drains and the flow of water in accordance with natural drainage patterns and the drainage patterns and Improvements installed or constructed by Declarant. Additionally, this Declaration and each Parcel and the Common Areas shall be subject to all easements granted by Declarant for the installation and maintenance of drainage Improvements necessary for the development of the Project.", "snippet_links": [{"key": "for-the-benefit-of", "type": "definition", "offset": [31, 49]}, {"key": "the-buildings", "type": "clause", "offset": [135, 148]}, {"key": "flow-of", "type": "definition", "offset": [222, 229]}, {"key": "in-accordance-with", "type": "definition", "offset": [236, 254]}, {"key": "natural-drainage", "type": "definition", "offset": [255, 271]}, {"key": "this-declaration", "type": "definition", "offset": [377, 393]}, {"key": "the-common-areas", "type": "clause", "offset": [414, 430]}, {"key": "subject-to", "type": "definition", "offset": [440, 450]}, {"key": "granted-by", "type": "definition", "offset": [465, 475]}, {"key": "maintenance-of", "type": "clause", "offset": [511, 525]}, {"key": "drainage-improvements", "type": "definition", "offset": [526, 547]}, {"key": "necessary-for", "type": "definition", "offset": [548, 561]}, {"key": "development-of-the-project", "type": "clause", "offset": [566, 592]}], "hash": "996ce3a029c2e4404e6f14f0f6a41f16", "id": 5}, {"size": 4, "samples": [{"hash": "28WBOqoZcOx", "uri": "/contracts/28WBOqoZcOx#storm-drains", "label": "Management Agreement", "score": 32.8719631951, "published": true}, {"hash": "gXPlDiVRoci", "uri": "/contracts/gXPlDiVRoci#storm-drains", "label": "Management Agreement", "score": 30.8747005627, "published": true}, {"hash": "rKmM9BhnWo", "uri": "/contracts/rKmM9BhnWo#storm-drains", "label": "Management Agreement", "score": 24.9383983573, "published": true}], "snippet": "Clean the storm drains prior to the rainy season. Repair storm drains as needed, and remove debris from blocked storm drains. [Transportation and Storm Water Department: Storm Water Division]", "snippet_links": [{"key": "prior-to-the", "type": "clause", "offset": [23, 35]}, {"key": "rainy-season", "type": "definition", "offset": [36, 48]}, {"key": "as-needed", "type": "clause", "offset": [70, 79]}, {"key": "water-department", "type": "clause", "offset": [152, 168]}, {"key": "water-division", "type": "definition", "offset": [176, 190]}], "hash": "7e42da2d0d963c27105aae55992d04cb", "id": 6}, {"size": 4, "samples": [{"hash": "fTmVacozF9U", "uri": "/contracts/fTmVacozF9U#storm-drains", "label": "Contract for Engineering Services", "score": 24.627652293, "published": true}], "snippet": "The Engineer shall provide the following services:\na. Design and analyze storm drains using software as approved by the State. DocuSign Envelope ID: F3F854F6-FE6A-49D4-9872-9DC2363FC73E\nb. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with the State\u2019s Hydraulic Design Manual, District criteria and any specific guidance provided by the State. Storm drain design software shall be selected as directed by the Work Authorization.\nc. Determine hydraulic grade line starting at the outfall channel for each storm drain design. Use the design water surface elevation of the outfall as the starting basis (tailwater) for the design of the proposed storm sewer system.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "provide-the", "type": "clause", "offset": [19, 30]}, {"key": "by-the-state", "type": "clause", "offset": [113, 125]}, {"key": "docusign-envelope", "type": "definition", "offset": [127, 144]}, {"key": "trunk-line", "type": "definition", "offset": [212, 222]}, {"key": "passage-of-traffic", "type": "clause", "offset": [292, 310]}, {"key": "the-highway", "type": "definition", "offset": [330, 341]}, {"key": "in-accordance-with", "type": "definition", "offset": [361, 379]}, {"key": "design-manual", "type": "clause", "offset": [402, 415]}, {"key": "software-shall", "type": "definition", "offset": [503, 517]}, {"key": "as-directed", "type": "definition", "offset": [530, 541]}, {"key": "work-authorization", "type": "clause", "offset": [549, 567]}, {"key": "hydraulic-grade-line", "type": "definition", "offset": [582, 602]}, {"key": "the-design", "type": "clause", "offset": [668, 678]}, {"key": "water-surface-elevation", "type": "definition", "offset": [679, 702]}, {"key": "the-starting", "type": "clause", "offset": [721, 733]}, {"key": "the-proposed", "type": "clause", "offset": [770, 782]}, {"key": "storm-sewer-system", "type": "clause", "offset": [783, 801]}], "hash": "3255f5602c3a1b86c20c1bdadb840a2f", "id": 7}, {"size": 3, "samples": [{"hash": "3Lm9Bw6AWRz", "uri": "/contracts/3Lm9Bw6AWRz#storm-drains", "label": "Development Agreement", "score": 27.3270721788, "published": true}, {"hash": "3Zjcg5efSPe", "uri": "/contracts/3Zjcg5efSPe#storm-drains", "label": "Development Agreement", "score": 23.9929584662, "published": true}], "snippet": "Developer shall construct storm drain mains and laterals as required by the Drainage Master Plan and in accordance with the County's then current improvement standards and shall provide laterals to serve all parcels on the Property, including, but not limited to, commercial, multifamily, church, fire station, schools, park and other public sites. Storm drain laterals shall be constructed to the property line concurrently with the construction of connecting open channels or storm drain mains.", "snippet_links": [{"key": "developer-shall", "type": "clause", "offset": [0, 15]}, {"key": "storm-drain", "type": "clause", "offset": [26, 37]}, {"key": "as-required-by", "type": "clause", "offset": [57, 71]}, {"key": "drainage-master-plan", "type": "definition", "offset": [76, 96]}, {"key": "in-accordance-with", "type": "definition", "offset": [101, 119]}, {"key": "the-county", "type": "definition", "offset": [120, 130]}, {"key": "improvement-standards", "type": "definition", "offset": [146, 167]}, {"key": "to-serve", "type": "definition", "offset": [195, 203]}, {"key": "the-property", "type": "clause", "offset": [219, 231]}, {"key": "not-limited", "type": "clause", "offset": [248, 259]}, {"key": "fire-station", "type": "clause", "offset": [297, 309]}, {"key": "property-line", "type": "definition", "offset": [398, 411]}, {"key": "construction-of", "type": "clause", "offset": [434, 449]}], "hash": "a20e369f3bb4457714f9f34091151378", "id": 8}, {"size": 2, "samples": [{"hash": "b8MtiiCPutv", "uri": "/contracts/b8MtiiCPutv#storm-drains", "label": "Industrial/Business Park Lease (Medicalogic Inc)", "score": 18.0, "published": true}, {"hash": "1zhwitpitkD", "uri": "/contracts/1zhwitpitkD#storm-drains", "label": "Industrial/Business Park Lease (Medicalogic Inc)", "score": 18.0, "published": true}], "snippet": "i. Piping collection system from drains for roofs. Include roof overflow drains with discharge nozzles.", "snippet_links": [{"key": "collection-system", "type": "definition", "offset": [10, 27]}], "hash": "06e1686cf790a22d412b06494b84a7c5", "id": 9}, {"size": 2, "samples": [{"hash": "8RMks0PaT8u", "uri": "/contracts/8RMks0PaT8u#storm-drains", "label": "Professional Services", "score": 32.8902496803, "published": true}, {"hash": "Jb20GR64U7", "uri": "/contracts/Jb20GR64U7#storm-drains", "label": "Professional Services", "score": 25.9746748802, "published": true}], "snippet": "The ENGINEER will provide the following services:\n1. Design and analyze storm drains using GeoPak Drainage.\n2. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with the State\u2019s Hydraulic Design Manual, District criteria and any specific guidance provided by the COUNTY. Storm drain design software will be selected as directed by the COUNTY\u2019s PM.", "snippet_links": [{"key": "the-engineer", "type": "definition", "offset": [0, 12]}, {"key": "provide-the", "type": "clause", "offset": [18, 29]}, {"key": "trunk-line", "type": "definition", "offset": [134, 144]}, {"key": "passage-of-traffic", "type": "clause", "offset": [214, 232]}, {"key": "the-highway", "type": "definition", "offset": [252, 263]}, {"key": "in-accordance-with", "type": "definition", "offset": [283, 301]}, {"key": "the-state", "type": "clause", "offset": [302, 311]}, {"key": "design-manual", "type": "clause", "offset": [324, 337]}, {"key": "by-the-county", "type": "clause", "offset": [392, 405]}, {"key": "design-software", "type": "clause", "offset": [419, 434]}, {"key": "as-directed", "type": "definition", "offset": [452, 463]}], "hash": "5408dd1a8328a5c28fd63bfd66ebe970", "id": 10}], "next_curs": "ClUST2oVc35sYXdpbnNpZGVyY29udHJhY3RzcjELEhZDbGF1c2VTbmlwcGV0R3JvdXBfdjU2IhVzdG9ybS1kcmFpbnMjMDAwMDAwMGEMogECZW4YACAA", "clause": {"size": 97, "title": "Storm Drains", "parents": [["roadway-design", "ROADWAY DESIGN"], ["pertinent-non-discrimination-authorities", "PERTINENT NON-DISCRIMINATION AUTHORITIES"], ["ownership-of-common-area", "OWNERSHIP OF COMMON AREA"], ["right-of-landlord-to-perform", "RIGHT OF LANDLORD TO PERFORM"], ["geotechnical-engineering", "Geotechnical Engineering"]], "children": [["calculate-manhole-headlosses", "Calculate manhole headlosses"]], "id": "storm-drains", "related": [["sprinkler-system", "Sprinkler System", "Sprinkler System"], ["stormwater", "Stormwater", "Stormwater"], ["sprinklers", "Sprinklers", "Sprinklers"], ["heating", "Heating", "Heating"], ["drainage", "Drainage", "Drainage"]], "related_snippets": [], "updated": "2025-07-07T12:36:18+00:00", "also_ask": [], "drafting_tip": null, "explanation": "The Storm Drains clause establishes requirements and responsibilities related to the installation, maintenance, or use of stormwater drainage systems on a property or project site. Typically, it specifies standards for the design and placement of storm drains to ensure proper water runoff management, and may assign responsibility for keeping drains clear of debris or for repairing any damage. This clause is essential for preventing flooding, water damage, and environmental issues by ensuring that stormwater is effectively managed and that all parties understand their obligations regarding drainage infrastructure."}, "json": true, "cursor": ""}}