[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649475-105":59,"doc-detail-649475-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","p-1-arterial-a2-planprofile-storm-and-highway-works-only","P-1 ARTERIAL A2-PLAN&PROFILE - Storm and Highway Works Only","","Preliminary road design drawings for “P-1 ARTERIAL A2” covering plan and profile for storm and highway works. The sheet includes proposed right-of-way, arterial A2 bus bay and tactile plate/walking strip elements, plus proposed asphalt pavement, multi-use trail, sidewalks and bus pads. It lists utility services including storm sewer (profile only), watermain, sanitary sewer, gas, and overhead hydro, with notes on adjustments, removals, grading limits, and drainage/kerb details. Issued for 30% review on July 27, 2022.",{"@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":35,"@type":76,"position":81},"https://docshare.wps.com/document/healthcare/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/p-1-arterial-a2-planprofile-storm-and-highway-works-only/649475/",{"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/p-1-arterial-a2-planprofile-storm-and-highway-works-only/649475.png","ImageObject",300,407,{"name":92,"@type":93},"dhado","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-11-10","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":29},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does this drawing cover for Arterial A2?","Question",{"text":112,"@type":113},"It provides preliminary road design “PLAN AND PROFILE” for Arterial A2, including proposed right-of-way, bus bay and tactile elements, pavement and sidewalk areas, and associated drainage and utilities.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which drainage infrastructure is specified?",{"text":117,"@type":113},"The notes indicate “PROP STORM SEWER [PROFILE ONLY]” along with storm-related connections, and guidance for drainage elements in the corridor.",{"name":119,"@type":110,"acceptedAnswer":120},"What key instructions are given for utilities and construction readiness?",{"text":121,"@type":113},"The notes require adjusting existing manholes and services to suit proposed grades, confirm utility locations in the field before construction, and obtain final layout approval for transit pads from the listed contacts.","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},649475,1792800433,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":34,"category_name":35,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":29,"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":129,"read_time":36,"preview_page_count":4},5909893218464,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","# APPENDIX\n\nPRELIMINARYROAD DESIGN(PLAN ANDPROFILE)  \nDRAWINGS  \n# P-1 ARTERIAL A2-PLAN&PROFILE\n\nFOR STORM AND  \n日ROADWORKS ONLY日HIGHWAY 50coLERAINE DR.ARTERIAL A2KEY PLAN  \n2m  \n3.75m  \nARTERIAL A2  \nPROP TACTILE PLATES  \n3.65m  \nPROP R.O.W.  \n3.65m5mbRD RRC网R 20mPROP BUS BAY  \nR 0.5m15m20m-15m-3m3m345mR 18m-3.75m  \nMATCH LINE- SEE DRAWING A2-2  \nCoUNTRYSIDE DR  \ni0  \n1m  \nMAYr  \n                  3.65m                                                                      \nMAYFIELD RD.  \n3.65m2mR 1m-古8  \n口□■  \n19+020  \n10+040  \n0+000  \n10+080  \n10+200  \n0+060  \n10+  \n9+980  \nJUTU  \n十  \n0+180  \n220  \n3.65m  \nPROPCROAD  \n3.65m3m3.75m8.86m-75m-15m 22m20m-1mR 18m↓↓↓R 18m  \ncROAD  \nPROPOSED ULTIMATE ROW (BY OTHERS)  \nN.T.S.LEGEND:  \n3.445m  \nPROP CONC BUS BAYPROP SEED/SOD  \n3m20m3R 1m-  \nPROP CONC KILSTRIPMEDIANPROPIMPRESSED COLOURED CONC  \nHIWI  \nPROP ASPHALT PAVEMENTPROP ASPH MULTI USE TRAIL  \nPROP DW REINSTATEMENTPROPDW RELOCATED/NEW  \nPROP STORM SEWER [PROFILE ONLY]PROP TEMP ASPH PEDESTRIAN CONNECTION  \n# PROP BUS BAYMK14-3PROP R.O.W.\n\nPROP MILLING &PLACEMENT OF 40mm HL1-.PROP SILT FENCE(TREE HOARDING)  \nPROP CONC SIDEWALK/BUS PADPROP LIMIT OF GRADING  \nPROP TACTILE PLATES  \nPROPOSED ROM(BY OTHERS)  \nPROP TACTILE WALKING STRIPINDICATORPROP TEMP ROCK CHECK DAM [OPSD 219.210]EX SANITARY SEWEREX OVERHEADHYDRO——w——EXWATERMAINEX BELL——G—  EXGASPROP OVERHEAD HYDROPROP WATERMAINPROP UNDERGROUND HYDROPROP SANITARYSEWERPROP STORM SEWER  \nMATCH LINE  \n3:65mt  \n3.65m-  \n3.65m  \n3.775m  \n3.5m-PROPOSED ROW(BY OTHERS)  \n3.75m  \n3.75m5.5m232232231231230230MAYFIELD ROADO229229O228228EXIST GRADE  \nNOTES:  \n1.ALL EXIST MH TOPS,GAS,WATER &OTHER APPURTENANCES TO BE ADJUSTED TO SUIT PROP GRADES  \n2.DCB &DICB LEADS TO BE 250mm,CB LEADS TO BE 200mm,UNLESS OTHERWISE NOTED  \n3.ALL EXISTING CSP'S WITHIN R.O.W.TO BE REMOVED UNLESS OTHERWISE NOTED  \n4.PROPOSED MEDIANS TO HAVE CONCRETE BARRIER CURB O.P.S.D.600.080  \n5.PROPOSED CONCRETE KILLSTRIP/MEDIAN SHALL BE DESIGNED TO 150mm CONCRETE 32MPa200mm OF 20mm CRUSHER RUN LIMESTONE  \n6.ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE TO BE CONFIRMEDIN THE FIELD PRIOR TO CONSTRUCTION  \n7.FOR FINALLAYOUT APPROVAL OF TRANSIT PADS PRIOR TO INSTALLATION,PLEASE CONTACTDAVID STOWE AT(905)874-2750 EXT 62378 OR CHRIS LAFLEUR EXT 62620  \n8.CITY'REFERS TO THE CITY OF BRAMPTON9.SEE DRAWINGS----FOR DIMENSIONS  \n10.SEE DRAWINGS----FOR REMOVALS  \n11.SEE DRAWING----FOR TYPICAL CROSS SECTIONS12SEE DRAWINGS----FOR PAVEMENT ELEVATION DETAILS13SEE DRAWINGS----FOR PAVEMENT MARKINGS AND SIGNAGE  \n14.SEE DRAWINGS----FOR LANDSCAPING DRAWINGS15SEE DRAWINGS----FOR STRUCTURAL DRAWINGSREFERENCE:BENCH MARK F2-581240.393mOne story brick building,no.42 Regan Road.Tablet is set in the southeast face of concrete foundation,BRAMPTONRegionmmFlower Cityof Peelwood.  \n◎  \n3.25m northeasterly of the southerly building comer and 0.15m above the sidewalk.  \n60m  \n50m  \n40m  \n30m  \n20m  \n10m  \n5m 10m  \n0m  \n0…  \nPROP1ROAD227227PROP 1212.02m226at -0.52%226225225224224223223222222221221STORMSTORMINVERTINVERTSANITARYSANITARYINVERTINVERTPROPOSEDPROPOSEDGRADESGRADESCENTERLINECENTERLINECHAINAGECHAINAGE  \n01  \nM.K.  \nM.K.  \nISSUED FOR 30%REVIEW  \nJULY 27,2022  \nElev 226.94  \nNO.  \nBY  \nDATE  \nCHECKED  \nREVISIONS  \nPI 10+047.98  \nworking with youPublic Works &EngineeringCapital WorksPROJECTDWG.NO.  \nARTERIAL A2STA.9+960 TO STA.10+240DescriptionPROPOSED RECONSTRUCTION  \nASTUPDATED 5-NOV-19  \n226.46  \n\n| SURVEYED BY:BRAMPTON   | DATE:  \u003Cbr>JULY 27,2022   | FILE NO.  \u003Cbr>XXXXX   |  |\n| --- | --- | --- | --- |\n| D.TUNIO  \u003Cbr>DRAWN BY:   | M.KHAN  \u003Cbr>CHECKED BY:   | DRAWING NO.  \u003Cbr>XX-XX-XX   | SHEET NO.  \u003Cbr>A2-1   |\n| M.KHAN  \u003Cbr>DESIGNED BY:   | M.KHAN  \u003Cbr>CHECKED BY:   |  |  |\n| V 1:50 h 1:500  \u003Cbr>SCALE:   | JULY 27,2022  \u003Cbr>DATE:   |  |  |\n\n226.77  \n226.15  \n226.88  \n226.25  \n226.57  \n226.36  \n226.04  \n225.94  \n226.94  \n22667  \n10+000  \n10+200  \n10+048  \n10+140  \n10+220  \n10+060  \n10+100  \n10+120  \n10+240  \n10+020  \n10+040  \n10+080  \n10+160  \n10+1","cbCaipWLYHjysPLb","https://ap.wps.com/l/cbCaipWLYHjysPLb","pdf",29855262,16,"English","# Notes\n## Revisions and issue information\n## Utilities and grading notes","[{\"question\":\"What does this drawing cover for Arterial A2?\",\"answer\":\"It provides preliminary road design “PLAN AND PROFILE” for Arterial A2, including proposed right-of-way, bus bay and tactile elements, pavement and sidewalk areas, and associated drainage and utilities.\"},{\"question\":\"Which drainage infrastructure is specified?\",\"answer\":\"The notes indicate “PROP STORM SEWER [PROFILE ONLY]” along with storm-related connections, and guidance for drainage elements in the corridor.\"},{\"question\":\"What key instructions are given for utilities and construction readiness?\",\"answer\":\"The notes require adjusting existing manholes and services to suit proposed grades, confirm utility locations in the field before construction, and obtain final layout approval for transit pads from the listed contacts.\"}]","P-1 ARTERIAL A2-PLAN&PROFILE - Storm and Highway Works Only | PDF"]