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Notes define minimum utility corridor widths and covers, watermain burial depths by diameter, required separations between watermains and sewers, granular base materials, sub-grade compaction targets, and joint-use trench requirements.",{"@graph":14,"@context":73},[15,34,56],{"@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 & 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\n26.0m Major Collector-  \n30.0m Secondary Artorial404Residential Cul-De-Sac &Standard Utlity Locations405Flexible Pavement Design Curve Selection Data106Flexible Pavement Design Frost Value107Flexible Pavement Design Thickness Design Curves108Perforated Sub-Drain Under Curb and Gutter109Standard Drop Curb and Driveway Ramp Details110Construction Details of Sidewalk Curb and Gutters111Public Walkway Details112Boulevard Tree Planting113Concrete Paving-Sidewalk/Boulevard Adjacent to Boulevard Tree114Walkway/Emergency Access Detail115Temporary Road Detail116Typical Curb and Intersection Sidewalk Ramp Detail117Curb and Gutter with Adjacent Sidewalk118Asphalt Joint Restoration Detail119Utility Isolation in Concrete Sidewalks120STM Facility Maintenance Access  \n## 200 Watermains\n\n200Dimensional Standards for Precast Valve Chamber for 300mm Gate Valve-201Dimensional Standards for Poured Valve Chamber for 450mm Gate Valve-202Dimensional Standards for Poured Valve Chamber for 600mm Gate Valve203Standard Hydrant Installation204Standard As Built Measurement for Watermain Construction205Standard As Built Measurement for Watermain Construction206Standard As Built Measurement for Watermain Construction  \n## 300 Sewers\n\n300Rainfall Intensity Curve301Pipe Strength and Bedding Design Chart302Type'C'Manhole Poured Concrete Manhole Max.6.10m Depth303Precast Manhole Tee304Precast Ditch Inlet with Sump305Concrete Endwall with Apron for Storm Sewer Outlet306nternal Grate(Oulets Only)for Corrugated Metal Pipe 750mm Diameter and Larger307Downspout Connection Detail for Front Yard Infltration Galleries308Front Yard Infiltration Facility Detail309Sewer Insulation Detail  \n## 400 Lot Grading\n\n400Urban Lot Grading Type 'A'-Back to Front Drainage401Urban Lot Grading Type 'B'-Split Drainage with Walkout402Urban Lot Grading Type 'C'-Back to Front Drainage with Walkout403Urban Lot Grading Type 'D'-Split Drainage404Cross Section of Grass Swales  \n## 500 Parks and Community Trails\n\n500Fence Footing501Backstop Layout502Major Backstop503Community Trail-Asphalt504Community Trail-Stonedust505Community Trail-Woodland Condition506Walkway Block Sidewak Terminus at Parkland507Chainlink Fence -Walkway Block508Metal P-Loop Gate509Trail Roaa urossing-Typical Condition510Trail Entrance Layout-Walkway Block from Local Road  \n1.UTILITY CORRIDOR(HYDRO_&TELECOMMUMCATIONS)SHALL BE 0.6m WIDE.7.THE FOLLOWING IS A MINIMUM ROAD BASE AND WILL REQUIRE A SOILS REPORT  \n2.UTLITY CORRIDOR TO HAVE A MINIMUM COVER OF 0.9m.VERIFICATION TO DETERMINE IF ADDITIONAL THICKNESS IS REQUIRED.  \n3.WATERMAIN TO HAVE MINIMUM COVER OF 2.0m for 300mm AND SMALLER DIAMETER AND 1.8m40mm HL3FOR 450mm DIAMETER AND LABGER.60mm HL4(100mm FOR BUS ROUTES)4.CLEAR SEPARATION BETWEEM WATERMAIN AND SEWERS SHALL BE AS PER MOE REQUIREMENTS.150mm GRANULAR“A”  \n5.MINIMUM SEPARATION BEIWEEN THE SANITARY AND STORM SEWERS SHALL NOT BE LESS THAN 1.5m.400mm GRANULAR \"B\"8SUB-GRADE SHALL BE COMPACTED TO 100%OF STANDARD PROCTOR DENSITYAT MAX.DRY DENSITY.  \n\n| 6.JOINT USE TRENCHES SHALL BE USED BY HYDRO AND TELECOMMUNICATION.   |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| 18.0m LOCAL R.O.W.   | The Corporation Of The  \u003Cbr>CITY OF  \u003Cbr>KITCHENER   |  |  |  |  | SCALE:   | N.T.S.   |\n|  |  |  | 2   | MANUAL UPDATE   | APRIL 2015   |  |  |\n|  |  |  |  |  |  | DATE:   | JUNE 2010   |\n|  |  |  | 1   | MANUAL UPDATE   | JULY 2012   |  |  |\n|  |  |  |  |  |  | STANDARD No.:   | 100   |\n|  |  |  | NO.   | REVISION   | DATE   |  |  |\n\n6.THE FOLLOWING IS A MINIMUM ROAD BASE AND WILL REQUIREASOILS REPORT  \nVERIFICATION TO DETERMINE IF ADDITIONAL THICKNESS IS REQUIRED  \n2.UTILITY CORRIDOR TO HAVE A MINIMUM COVER OF 0.9m.3.WATERMAIN TO HAVE MINIMUM COVER OF 2.0m for 300mm AND SMALLER DIAMETER AND 1.8mFOR 450mm DIAMETER AND LARGER.60mm HL4  \n40mm HL3  \n150mm GRANULAR“A”  \n4.CLEAR SEPARATION BETWEEN WAT","cbCairyKUsiU8yOR","https://ap.wps.com/l/cbCairyKUsiU8yOR","pdf",6905620,55,"English","# 100 Roads\n## 200 Watermains\n## 300 Sewers\n## 400 Lot Grading\n## 500 Parks and Community Trails\n## NOTES","[{\"question\":\"What utility corridor minimum dimensions are specified in the notes?\",\"answer\":\"The notes require a utility corridor (hydro \\u0026 telecommunications) minimum width of 0.6 m and a minimum cover of 0.9 m, with verification for any additional thickness requirements.\"},{\"question\":\"What minimum watermain cover depths are stated by pipe diameter?\",\"answer\":\"The notes specify minimum cover of 2.0 m for 300 mm and smaller diameters, and 1.8 m for 450 mm diameter and larger.\"},{\"question\":\"What separation and installation practices are required between watermains and sewers?\",\"answer\":\"The notes require clear separation between watermain and sewers per MOE requirements, set minimum separation between sanitary and storm sewers not less than 1.5 m, and state joint-use trenches shall be used by Hydro and telecommunications.\"}]","City of Kitchener - Standard Drawings Index - Notes | PDF",1792844926,139]