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It also specifies requirements for geotechnical reports and storm-water studies, covering scope items, design assumptions, detention and retention concepts, and discharge limitations.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/construction-and-development-standards-technical-specifications-and-drawings-adopted-by-the-sunset-city-council-january-2019/651057/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/construction-and-development-standards-technical-specifications-and-drawings-adopted-by-the-sunset-city-council-january-2019/651057.png","ImageObject",300,407,{"name":42,"@type":43},"MrHarris58","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":52,"interactionType":53,"userInteractionCount":33},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What is covered in Section 1: General Improvement Requirements?","Question",{"text":62,"@type":63},"Section 1 defines general requirements for improvements, including street improvements along dedicated streets and in front of lots, layout for future extension, and proper installation of buried conduits to subdivision boundaries. It also states that unaddressed items require review and approval by the Public Works Director or designees.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"When is a geotechnical report required and what must it include?",{"text":67,"@type":63},"A geotechnical report must be prepared by a licensed Geotechnical Engineer for all Commercial Projects and residential subdivisions requiring new roadways and utility improvements. The report must include, at minimum, an executive summary, site conditions and field study, subsurface and groundwater information, proposed construction and grading, soil and foundation parameters, paving considerations, lateral earth pressures, seismicity and liquefaction concerns, groundwater and subsurface drain pipes, and drawings showing test pit locations and results.",{"name":69,"@type":60,"acceptedAnswer":70},"What storm-water study requirements apply to developed or redeveloped properties?",{"text":71,"@type":63},"All properties being developed or redeveloped require a storm water study prepared by a licensed Professional Civil Engineer for submittal and approval. The study must include designs for discharge structures, detention/retention basins, emergency spillways, basin berm and cleaning facilities such as oil/water separators, and on-site and off-site piping connections. It must use current approved methods and be based on a 24-hour, 100-year storm event, with discharge limited to pre-development values.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},651057,1792900209,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":88,"show_sort_weight":89,"slug":90},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":92,"show_sort_weight":93,"slug":94},"Exam",70,"exam",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},5,"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":96,"slug":129},19,"General","general",{"code":4,"msg":81,"data":131},{"doc_id":78,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":33,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":139,"language":140,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":12,"update_tm":144,"read_time":145},687212988360,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","Construction and Development Standards  \nTechnical Specifications  \nand Drawings  \nJanuary 2019  \nCONSTRUCTION AND DEVELOPMENT STANDARDS  \nTECHNICAL SPECIFICATIONSand  \nDRAWINGS  \nSUNSET CITY, UTAH  \nAdopted by the Sunset City Council January 2019  \nMayor  \nD Howard Madsen  \nCouncil  \nChad Bangerter  \nNorm Noyes  \nScott Wiggill  \nNancy Smalling  \nRicky Carlson  \nPublic Works Director  \nJason Monroe  \nPrepared By  \nTABLE OF CONTENTS  \nTECHNICAL SPECIFICATIONS  \nSection Page Numbers  \n1. General Improvement Requirements 1-5  \n2. Earthwork 6-7  \n3. Asphalt Paving 8-12  \n4. Portland Cement Concrete 13-18  \n5. Excavation and Backfill for Pipelines 19-22  \n6. Concrete Pipe 23-27  \n7. PVC Plastic Sanitary Sewer Pipe 28-31  \n8. Manholes 32 – 33  \n9. Ductile Iron Pressure Pipe (Culinary Water Pipelines) 34-38  \n10. PVC Pressure Pipe (Culinary Water Pipelines) 39-41  \n11. Waterline Warning Tape and Locating Wire 42  \n12. Valves, Hydrants, and Miscellaneous Items 43-44  \n13. Testing and Disinfection of Culinary Water Lines 45-46  \n14. Construction and Placement of Thrust Blocks  \nand Restrained Joint Connectors 47  \n15. Restoration of Surface Improvements 48-49  \n16. Subsurface Drain Pipe Materials 50  \n17. Irrigation Water 51-52  \n18. Storm Water Pollution Prevention Plan (SWPPP) 53-55  \nTABLE OF CONTENTS  \nDRAWINGS  \nTitle Drawing Sheet Number  \nTitle Sheet 1  \nStandard Intersection Details 2  \nSidewalk and Waterway Details 3  \nDriveway Approach Details 4  \nConcrete and Wheelchair Ramp Details 5  \nStandard Roadway Section & Survey Monument Details 6  \nStreet Signs and Light Details 7  \nTemporary Turn-Around and Cul-de-sac Details 8  \nSanitary Sewer Trench & Manhole Details 9  \nSanitary Sewer Drop Manhole, Concrete Collar & Connection Details 10  \nStorm Water Trench & Manhole Details 11  \nStorm Water Standard & Hooded Catch Basin Details 12  \nStorm Water Double Catch Basin Type I & II Details 13  \nStorm Water Diversion & Combination Box Details 14  \nStorm Water Inlet / Outlet Structure Detail 15  \nCulinary Water Trench, Fire Hydrant & Water Loop Details 16  \nCulinary Water Connection & Concrete Collar Details 17  \n1-1/2”, 2” & 4” Water Meter Vaults 18  \nCulinary Water Meter Vault, Thrust Block and Hot Tap Connection Details 19  \nTesting and Inspection Standards 20  \nBest Management Practices (BMP’S) 21  \nTECHNICAL SPECIFICATIONS  \nSECTION 1-GENERAL IMPROVEMENT REQUIREMENTS  \nA. Scope. This section defines the general requirements for improvements to be built.  \nThe improvements shall include all street improvements in front of all lots and along all dedicated streets to a connection with existing improvements of the same kind or to the boundary of the subdivision nearest existing improvements. Layout must provide for future extension to adjacent development and to be compatible with the contour of the ground for proper drainage. All water lines, sewer lines, storm drains, land drains and any other buried conduit shall be installed to the boundary lines of the subdivision.  \nSPECIAL NOTE: Any items not described by these standards shall be subject to review and approval by the City Public Works Director or their designees.  \nAt the City's sole discretion, alternate methods of construction or deviations from these standards may be required or approved by the City Public Works Director or their designees, when such are necessary to meet the best interests ofthe City.  \nB. Geotechnical Report. A geotechnical report shall be prepared by a licensed Geotechnical Engineer for all Commercial Projects and all Residential Subdivisions where new roadways and utility improvements are required.  \nThe Geotechnical Report shall include, but is not limited to the following items:  \n(1) Executive Summary  \n(2) Scope of the Report  \n(3) Site conditions during the preparation of the Report  \n(4) Field Study  \n(5) Subsurface conditions on the site  \n(6) Subsurface water and range of the expected heights of the ground water  \n(7) Proposed construction  \n(8) ","cbCaipNwmYtUbLBs","https://ap.wps.com/l/cbCaipNwmYtUbLBs","pdf",14895506,82,"English","# Technical Specifications\n## 1. General Improvement Requirements\n## 2. Earthwork\n## 3. Asphalt Paving\n## 4. Portland Cement Concrete\n## 5. Excavation and Backfill for Pipelines\n## 6. Concrete Pipe\n## 7. PVC Plastic Sanitary Sewer Pipe\n## 8. Manholes\n## 9. Ductile Iron Pressure Pipe (Culinary Water Pipelines)\n## 10. PVC Pressure Pipe (Culinary Water Pipelines)\n## 11. Waterline Warning Tape and Locating Wire\n## 12. Valves, Hydrants, and Miscellaneous Items\n## 13. Testing and Disinfection of Culinary Water Lines\n## 14. Construction and Placement of Thrust Blocks and Restrained Joint Connectors\n## 15. Restoration of Surface Improvements\n## 16. Subsurface Drain Pipe Materials\n## 17. Irrigation Water\n## 18. Storm Water Pollution Prevention Plan (SWPPP)\n# Drawings\n## Title Sheet\n## Standard Intersection Details\n## Sidewalk and Waterway Details\n## Driveway Approach Details\n## Concrete and Wheelchair Ramp Details","[{\"question\":\"What is covered in Section 1: General Improvement Requirements?\",\"answer\":\"Section 1 defines general requirements for improvements, including street improvements along dedicated streets and in front of lots, layout for future extension, and proper installation of buried conduits to subdivision boundaries. It also states that unaddressed items require review and approval by the Public Works Director or designees.\"},{\"question\":\"When is a geotechnical report required and what must it include?\",\"answer\":\"A geotechnical report must be prepared by a licensed Geotechnical Engineer for all Commercial Projects and residential subdivisions requiring new roadways and utility improvements. The report must include, at minimum, an executive summary, site conditions and field study, subsurface and groundwater information, proposed construction and grading, soil and foundation parameters, paving considerations, lateral earth pressures, seismicity and liquefaction concerns, groundwater and subsurface drain pipes, and drawings showing test pit locations and results.\"},{\"question\":\"What storm-water study requirements apply to developed or redeveloped properties?\",\"answer\":\"All properties being developed or redeveloped require a storm water study prepared by a licensed Professional Civil Engineer for submittal and approval. The study must include designs for discharge structures, detention/retention basins, emergency spillways, basin berm and cleaning facilities such as oil/water separators, and on-site and off-site piping connections. It must use current approved methods and be based on a 24-hour, 100-year storm event, with discharge limited to pre-development values.\"}]","CONSTRUCTION AND DEVELOPMENT STANDARDS - Technical Specifications and Drawings - Adopted by the Sunset City Council January 2019 | PDF",1792858990,207]