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Includes sections for public works, utilities such as culinary water and sanitary sewer, storm drain systems, street lighting, and miscellaneous construction standards, with numbered drawing references and special standard notes. General notes specify pavement and base course thickness requirements, geotechnical determination, asphalt patching requirements, separation rules for utilities, and fiber-reinforced concrete sidewalk and curb construction 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topics are included in the Pleasant View City standard drawings index?","Question",{"text":112,"@type":113},"The index covers road improvement standards, typical street section and intersection details, utility laterals, and utility systems including culinary water, sanitary sewer, and storm drains, along with street lighting and construction standards.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are pavement component thickness values determined?",{"text":117,"@type":113},"Pavement component thickness is determined by the geotechnical engineer based on a detailed soils analysis and the minimum design parameters in Appendix B, approved by the city, with stated emergency alternatives if no geotechnical report is available.",{"name":119,"@type":110,"acceptedAnswer":120},"What separation is required between culinary water mains/services and sewer mains/laterals?",{"text":121,"@type":113},"A minimum separation of 10'-0\" horizontally and 18\" vertically is required in accordance with Utah Division of Drinking Water rules section R309-550-7.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},651054,1792959957,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":24,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},962090895452,"https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd","| PLEASANT VEW C/TY CORPORATION   | Index of Drawings (46 Shets)  \u003Cbr>ROAD IMPROVEMENT STANDARDS  \u003Cbr>R….TYPICAL STREET SECTION DETAILS  \u003Cbr>R2……LOW IMPACT RESIDENTIAL ROAD SECTION  \u003Cbr>R3..TYPICAL STREET INTERSECTION AND GENERAL LOT UTILITY LATERAL CONFIGURATION DETAILS  \u003Cbr>R4……NARROW APPROACH INTERSECTION &TEMPORARY TURNAROUND DETAILS  \u003Cbr>R5.……CUL-DE-SAC DETAILS  \u003Cbr>R6……TYPICAL DRIVE APPROACH DETAILS   |\n| --- | --- |\n|  |  |\n| PUBLIC WORKS STANDARD   |  |\n| DRAWNGS   | R7……DRIVE APPROACH ACCESS DISTANCE &INTERSECTION SIGHT TRIANGLE DETAILS  \u003Cbr>R8.……DIRECTIONAL ADA RAMP DETAILS -PRIMARY  \u003Cbr>R……OTHER ADA RAMP DETAILS  \u003Cbr>R10....STREET SIGN DETAILS   |\n| SUBMITTED &RECOMMENDED   | R11...TYPICAL SIDEWALK,CURB &GUTTER,AND CROSS DRAIN DETAILS  \u003Cbr>R12..TYPICAL CONCRETE COLLAR,SURVEY MONUMENT,AND DEFECTIVE CONC.REPLACEMENT DETAILS  \u003Cbr>R13...UTILITY TRENCH,UTILITY POTHOLING,AND STRUCTURE TO ASPHALT CLEARANCE DETAILS  \u003Cbr>R14..ASPHALT PATCH PLAN DETAILS   |\n| ASai   | CULINARY WATER SYSTEM STANDARDS  \u003Cbr>CW1..RESIDENTIAL WATER SERVICE CONNECTION DETAILS  \u003Cbr>CW2.STANDARD WATER METER LOCATION DETAILS   |\n| Q.    .  \u003Cbr>DANA Q.SHULER,P.E.  \u003Cbr>CITY ENGINEER   | CW3.....FIRE HYDRANT AND GATE VALVE DETAILS  \u003Cbr>CW..…TRACER WIRE INSTALLATION DETA/LS  \u003Cbr>CW5...AIR/VACUUM RELIEF STATION DETAILS  \u003Cbr>CW6.……HIGH TRAFFIC METER PIT AND CULINARY WATER SAMPLING STATION DETAILS  \u003Cbr>cw....WATER METER MANIFOLD AND 11/2”&2”METER STATION DETAILS   |\n| APPROVAL  \u003Cbr>Est.1851  \u003Cbr>Signed by:   | Cw...3”&4”METER STATION DETAILS  \u003Cbr>Ccw9....PRESSURE REDUCTION STATION(PRV)  \u003Cbr>CW10...TAPPING SLEEVE AND MISCELLANEOUS VAULT DETAILS  \u003Cbr>CW1...THRUST BLOCK AND WATERLINE LOOP DETAILS   |\n| 宏C人du  \u003Cbr>5/15/2026|3:49 PM PDT  \u003Cbr>-FB5930686D514B2  \u003Cbr>STEVE GIBSON  \u003Cbr>MAYOR   | SANTARY SEWER SYSTEM STANDARDS  \u003Cbr>SS1….SEWER/LAND DRAIN LATERAL &MAIN LINE CONNECTION DETAILS  \u003Cbr>SS.SANITARY SEWER MANHOLE DETAILS   |\n|  |  |\n| Signed by:  \u003Cbr>5/18/20261750 ZM MDT  \u003Cbr>36E219F4BC2047E  \u003Cbr>ANDREA STEINIGER  \u003Cbr>CITY ADMINISTRATOR  \u003Cbr>SPECIAL STANDARD NOTES:   | SS3...GREASE INTERCEPTOR EXAMPLE DETAIL  \u003Cbr>SS4……CAST-IN-PLACE MANHOLE DETAIL  \u003Cbr>STORM DRAIN SYSTEM STANDARDS  \u003Cbr>SD....SINGLE CATCH BASIN DETAILS  \u003Cbr>SD2…DOUBLE CATCH BASIN DETAILS  \u003Cbr>SD3.…AREA INLET BOX AND GENERAL GRATE &FRAME DETAILS   |\n| A.THE CITY ADOPTS THE FOLLOWING AS STANDARDS FOR ALL /SSUES RELATED TO THE   | SD4..STORM DRAIN MANHOLE &CLANOUT DETAILS   |\n| —Signed by:  \u003Cbr>5/8/2026112-49 P  \u003Cbr>DESIGN,CONSTRUCTION,AND MAINTENANCE OF IMPROVEMENTS NOT SPECIFICALLY  \u003Cbr>Tyon Jackaon  \u003Cbr>cOVERED BY THIS MANUAL:   | SD5....LARGE DETENTION BASIN DETAILS (>1 ACRE FT)  \u003Cbr>SD6.….5MALL DETENTION BASIN DETAIL5(≤1 ACRE FT)   |\n| 70D531BE941F47C.  \u003Cbr>TYSON JACKSON  \u003Cbr>A1.APWA:MANUAL OF STANDARD SPECIFICATIONS(CURRENT EDITION)AND ALL  \u003Cbr>PUBLIC WORKS DIRECTOR  \u003Cbr>ADOPTED AMENDMENTS   | SD7....DETENTION BASIN ROCKSCAPE DETA/LS  \u003Cbr>SD8..HDS(HYDRODYNAMIC SEPARATOR)AND OIL/WATER SEPARATOR EXAMPLE DETAILS   |\n| A2.APWA:MANUAL OF STANDARD PLANS(CURRENT EDITION)  \u003Cbr>Signed by:  \u003Cbr>Mike liflfill  \u003Cbr>5/18/20261116 PM MDT  \u003Cbr>B.AS TO ANY PARTICULAR ISSUE,IF A CONFLICT EXISTS BETWEEN ANY OF THE  \u003Cbr>FOREGOING STANDARDS,THE CITY STANDARDS TAKE PRECEDENCE.  \u003Cbr>8E858D6C25FE411  \u003Cbr>MIKE LITTLEFIELD  \u003Cbr>UTILITIES SUPERINTENDENT   | LID (LOW IMPACT DEVELOPMENT)  \u003Cbr>LID.……ENERAL LID(LOW IMPACT DEVELOPMENT)SITE PLANS  \u003Cbr>LID2……GENERAL LID(LOW IMPACT DEVELOPMENT)EXAMPLES  \u003Cbr>LID3.……TREE TRIMMING AND DRY WELL DETAILS   |\n|  |  |\n| Signed by:  \u003Cbr>launie Hullstrom  \u003Cbr>518/2026172-40 P MoT  \u003Cbr>-2447DE3365E1486  \u003Cbr>MAY 2026  \u003Cbr>ATTEST,CITY RECORDER   | STREET LIGHTING STANDARDS  \u003Cbr>SL1….POLES AND FIXTURES  \u003Cbr>SL2……STREETLIGHT STANDARDS  \u003Cbr>5L3.….TREETLIGHT STANDARDS  \u003Cbr>SL4……LIGHT POLE SPREAD FOOTING DETAIL,AND ROCKY MOUNTAIN POWER CONNECTION DETAILS   |\n| JA  \u003Cbr>JONES &  \u003Cbr>ASSOCIATES   | MSCELLANEOUs CONSTRUCTION STANDARDS  \u003Cbr>M1…CHAIN LINK FENCE STANDARD DETAILS  \u003Cbr>M2……TYPICAL PIPEL","cbCaidYgtsWCYJ0X","https://ap.wps.com/l/cbCaidYgtsWCYJ0X","pdf",28492433,47,"English","# Index of Drawings (46 Sheets)\n## Road Improvement Standards\n## Public Works Standard Drawings\n## Utilities Standards (Culinary Water, Sanitary Sewer, Storm Drain)\n## Low Impact Development (LID) and Street Lighting Standards\n## Miscellaneous Construction Standards\n## General Notes","[{\"question\":\"What topics are included in the Pleasant View City standard drawings index?\",\"answer\":\"The index covers road improvement standards, typical street section and intersection details, utility laterals, and utility systems including culinary water, sanitary sewer, and storm drains, along with street lighting and construction standards.\"},{\"question\":\"How are pavement component thickness values determined?\",\"answer\":\"Pavement component thickness is determined by the geotechnical engineer based on a detailed soils analysis and the minimum design parameters in Appendix B, approved by the city, with stated emergency alternatives if no geotechnical report is available.\"},{\"question\":\"What separation is required between culinary water mains/services and sewer mains/laterals?\",\"answer\":\"A minimum separation of 10'-0\\\" horizontally and 18\\\" vertically is required in accordance with Utah Division of Drinking Water rules section R309-550-7.\"}]","Pleasant View City - Road Improvement Standards | PDF",1792858974,118]