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The legend defines existing versus proposed utilities and key structures, while notes specify measurement units in metres, contour interval, survey period, geodetic reference elevations, and requirements for utility locating and protection. Additional instructions cover minimum slopes for building services, backflow prevention installation on storm services, watermain cover, valve protection, and restoration of road cuts.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/unit-3-sanitary-sewer-watermain-as-built-drawing/649080/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/unit-3-sanitary-sewer-watermain-as-built-drawing/649080.png","ImageObject",300,407,{"name":92,"@type":93},"Cart","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What utilities are included in the Unit 3 as-built drawing?","Question",{"text":112,"@type":113},"The drawing covers sanitary sewer, storm sewer, watermain, water service connections, and related structures such as catch basins and manholes, with existing and proposed elements identified in the legend.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which measurement and survey references are specified in the notes?",{"text":117,"@type":113},"Dimensions are in metres with decimals, the contour interval is 0.20m, and the survey is referenced to elevations given as geodetic and referred to a specified benchmark value.",{"name":119,"@type":110,"acceptedAnswer":120},"What construction requirements and constraints are stated for the services?",{"text":121,"@type":113},"Notes require minimum slopes for sanitary and storm services to buildings, installation of accessible backflow prevention devices on storm services, minimum watermain cover, and responsibilities for locating and protecting existing utilities, including restoration of road cuts.","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},649080,1792797195,{"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":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":81},18829141979164,"https://eur-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","|  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n| UNIT 3   |  | SANITARY SEWER  \u003Cbr>WATERMAIN  \u003Cbr>_REWEs_MROTs  \u003Cbr>ASPHALT ROADWA人  \u003Cbr>1  \u003Cbr>0.3m(typ.)  \u003Cbr>WATER Svc.  \u003Cbr>0.5  \u003Cbr>WATER SVC.  \u003Cbr>20mm   | 13  \u003Cbr>会  \u003Cbr>15.01  \u003Cbr>名  \u003Cbr>FIP  \u003Cbr>112  \u003Cbr>CONNECT TO EX  \u003Cbr>200mm WM BY  \u003Cbr>14.27  \u003Cbr>TVS HOT-TAP  \u003Cbr>TE TO EX  \u003Cbr>REFER TO NOTE 13  \u003Cbr>WATER MAIN  \u003Cbr>&14  \u003Cbr>90  \u003Cbr>o.30m  \u003Cbr>200mm  \u003Cbr>EX  \u003Cbr>FP  \u003Cbr>CONCRETE  \u003Cbr>TE TO EX  \u003Cbr>PAD  \u003Cbr>君  \u003Cbr>SANITARY SEWER  \u003Cbr>111  \u003Cbr>录  \u003Cbr>119  \u003Cbr>EX SAN STUB INV.  \u003Cbr>鲁  \u003Cbr>680.64  \u003Cbr>嗡  \u003Cbr>EX WM STUB  \u003Cbr>13.93  \u003Cbr>INV.681.75  \u003Cbr>MH  \u003Cbr>SVc  \u003Cbr>FIP  \u003Cbr>29.02  \u003Cbr>29.02  \u003Cbr>12-02  \u003Cbr>◎  \u003Cbr>s  \u003Cbr>N○0.40%  \u003Cbr>BLOCK-1  \u003Cbr>MFL687.42  \u003Cbr>EX 200mm  \u003Cbr>nm  \u003Cbr>WATER MAIN  \u003Cbr>394  \u003Cbr>EX 200nmw  \u003Cbr>Sve,  \u003Cbr>Co(  \u003Cbr>Sve一  \u003Cbr>1  \u003Cbr>Fd.No Mk.  \u003Cbr>多  \u003Cbr>PROPOSED 200mm  \u003Cbr>0.12%  \u003Cbr>p  \u003Cbr>e  \u003Cbr>8  \u003Cbr>SANO0.40%  \u003Cbr>8.25  \u003Cbr>450mm STM  \u003Cbr>②  \u003Cbr>200mm  \u003Cbr>呢  \u003Cbr>17.5m  \u003Cbr>60  \u003Cbr>37.6m  \u003Cbr>LEX  \u003Cbr>a  \u003Cbr>ST 00.202  \u003Cbr>.15m  \u003Cbr>3  \u003Cbr>LNE R/W  \u003Cbr>CONCRETE  \u003Cbr>Ex 800mm STMo0.20x  \u003Cbr>g  \u003Cbr>PAD  \u003Cbr>0168  \u003Cbr>2pm GAS  \u003Cbr>29.00  \u003Cbr>29.00  \u003Cbr>12-03  \u003Cbr>3-2  \u003Cbr>3.00m  \u003Cbr>3.00m  \u003Cbr>②  \u003Cbr>9  \u003Cbr>18.4m  \u003Cbr>Sample   | LEGEND:  \u003Cbr>EX STORM SEWER................———一  \u003Cbr>PROPOSED STORM SEWER...........一一——  \u003Cbr>EX SANITARY SEWER..............——-—一  \u003Cbr>PROPOSED SANITARY SEWER..........———-—一  \u003Cbr>Ex WATER UNE.                     ——  —  \u003Cbr>PROPOSED WATER LINE.............一—  \u003Cbr>EX.CATCH BASIN .................    R  \u003Cbr>PROPOSED CATCH BASIN.............  \u003Cbr>EX WATER VALVE..................  \u003Cbr>PROPOSED WATER VALVE............  \u003Cbr>EX FRE HYDRANT..................  \u003Cbr>PROPOSED FRE HYDRANT............·   O  \u003Cbr>EX MANHOLE.................·..—  \u003Cbr>PROPOSED MANHOLE.............         〇  \u003Cbr>SMH =STORM MAHOLE CBMH =CATOHBASN MANHOLE MH=SANITARY MANHOLE  \u003Cbr>PIPE CROSSING LOCATION REFERENCE No.             iA  \u003Cbr>WATER MAIN INVERT ELEVATON REFERENCE No..   ①  \u003Cbr>NOTES:  \u003Cbr>1.DIMENSIONS ARE IN METRES AND DECIMALS THEREOF.  \u003Cbr>2.CONTOUR INTERVAL=0.20m  \u003Cbr>3.SURVEY PERFORMED BETWEEN JULY 14 AND  \u003Cbr>AUGUST 12,2011 BY PALS GEOMATC CORP.  \u003Cbr>4.ELEVATONS ARE GEODETC AND ARE REFERRED TO  \u003Cbr>ASCM 467704 ELEV.=686.014m  \u003Cbr>5.REFER TO ARCHITECTURAL SITE PLAN FOR ST  \u003Cbr>LAYOUT DETAILS.  \u003Cbr>6.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATON  \u003Cbr>&PROTECTON OF EXISTNG UTLITES  \u003Cbr>7.REFER TO GEO-TECHNICAL REPORT FOR GRADING &  \u003Cbr>PAVEMENT REQUIREMENTS.  \u003Cbr>8.SANITARY AND STORM SERVICES TO BUILDINGS TO HAVE  \u003Cbr>MINIMUM SLOPE OF 2%  \u003Cbr>9.ACCESSIBLE BACK FLOW PREVENTION DEVICES SHALL BE  \u003Cbr>INSTALLED ON ALL STORM SERVICES TO THE BUILDINGS.  \u003Cbr>10.ALL CONSTRUCTION TO BE COMPLETED TO CURRENT  \u003Cbr>CITY OF ST.ALBERT DESIGN AND CONSTRUCTON  \u003Cbr>STANDARDS  \u003Cbr>11.TRENCH DRAINS AT BASE OF DRIVEWAYS TO B TED  \u003Cbr>TO STORM SERVCES c/w A BACK FLOW PREVENTON  \u003Cbr>DEMCE AT BOTH ENDS.BACK FLOW PREVENTION DEVICE  \u003Cbr>TOBE INSTALLED ON THE STORM SERVICE LEAD TO  \u003Cbr>THE TRENCH DRAIN ONLY AND IS TO BE ACCESSIBLE  \u003Cbr>TO ALLOW FOR EASE OF MAINTENANCE.  \u003Cbr>12.WATER MAIN TO BE INSTALLED WTH MINIMUM OF  \u003Cbr>2.7m COVER.  \u003Cbr>13.VALVE TO BE DENSO WRAPPED AND CATHODICALY  \u003Cbr>PROTECTED PRIOR TO BEING BURIED.VALYE T0 BE  \u003Cbr>CEFT IN THE OPEN POSmON.A ROD AND BOX_DOES  \u003Cbr>NOT NEED TO BE PROVDED.ON THE AS-BUILT RECORD  \u003Cbr>DRAWNG PROVDE TE-IN LOCATON TO TWO FIXED  \u003Cbr>POINTS MTH DIMENSIONS.  \u003Cbr>14.NOBLE CLOSE ROAD CUT AFTER INSTALLATON OF  \u003Cbr>SECOND WATER SERVCE SHALL RESTORED TO ORIGINAL  \u003Cbr>CONDITION AND TO THE SATISFACTION OF THE CITY OF  \u003Cbr>ST.ALBERT ENGINEER.  \u003Cbr>15.ALL BOUNDARY VALVES ARE TO BE OPERATED BY CITY  \u003Cbr>OF ST.ALBERT PUBLIC WORKS STAFF.CALL  \u003Cbr>780-459-1577 A MINIMUM OF 72 HOURS IN ADVANCE  \u003Cbr>SERVICING MATERIAL:  \u003Cbr>STORM SEWER-PVC DR 35  \u003Cbr>SANITARY SEWER-PVC DR 35  \u003Cbr>WATERMAINS-PVC C900  \u003Cbr>ERVICE INVERTS  \u003Cbr>STORM MANHOLES:  \u003Cbr>INVERT INVERT  \u003Cbr>RIM  \u003Cbr>SMH  \u003Cbr>c.STM.INV.  \u003Cbr>OUT  \u003Cbr>IN  \u003Cbr>ELEV.  \u003Cb","cbCaiemKwN98lcIN","https://ap.wps.com/l/cbCaiemKwN98lcIN","pdf",2140536,"English","# Unit 3 Utilities\n## Legend: Existing vs Proposed\n## Notes and Construction Requirements\n## Service Materials\n## Manhole and Watermain Invert Elevations","[{\"question\":\"What utilities are included in the Unit 3 as-built drawing?\",\"answer\":\"The drawing covers sanitary sewer, storm sewer, watermain, water service connections, and related structures such as catch basins and manholes, with existing and proposed elements identified in the legend.\"},{\"question\":\"Which measurement and survey references are specified in the notes?\",\"answer\":\"Dimensions are in metres with decimals, the contour interval is 0.20m, and the survey is referenced to elevations given as geodetic and referred to a specified benchmark value.\"},{\"question\":\"What construction requirements and constraints are stated for the services?\",\"answer\":\"Notes require minimum slopes for sanitary and storm services to buildings, installation of accessible backflow prevention devices on storm services, minimum watermain cover, and responsibilities for locating and protecting existing utilities, including restoration of road cuts.\"}]","Unit 3 - Sanitary Sewer - Watermain - As-built Drawing | PDF"]