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Includes sheet identifiers such as H0 plus references to layout cover, survey, and proposed plan/section retaining wall construction details and notes. Provides construction and general notes covering applicable highways drawings, dimensional units, compliance with Ministry of Works & Engineering standard specifications (2010), and instructions such as do not scale drawings and field verification before construction.",{"@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/happy-valley-road-construction-drawing-list-h0/663375/",{"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/happy-valley-road-construction-drawing-list-h0/663375.png","ImageObject",300,407,{"name":92,"@type":93},"Adam","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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 project is this drawing list for?","Question",{"text":112,"@type":113},"It covers the Happy Valley Road construction project in Pembroke Parish under the Ministry of Public Works.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What unit system is used for the drawings and dimensions?",{"text":117,"@type":113},"All dimensions are in millimeters unless noted otherwise.",{"name":119,"@type":110,"acceptedAnswer":120},"What are the key construction requirements stated in the notes?",{"text":121,"@type":113},"The contractor must not scale drawings, must field-measure for dimensional requirements, and must verify existing conditions and bring discrepancies to the engineer’s attention. Concrete mix designs require engineer approval and specified strength and slump targets are given.","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},663375,1793227119,{"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":24,"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":143},1374404737137,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","MINISTRY OF PUBLIC WORKS  \nHAPPY VALLEY ROAD CONSTRUCTION  \nPembroke Parish  \nDRAWING LIST  \nH0  \nCC10/1630/01 H1  \nH2  \nH3  \nCOVER  \nSURVEY  \nPROPOSED PLAN & SECTION RETAINING WALL CONSTRUCTION DETAILS & NOTES  \n37  \nSITE  \nLOCATION  \n|  |  |\n| --- | --- |\n\n36  \n1  \n38  \n3  \n3  \n29  \n35  \n1  \n6  \n2  \nSITE PLAN  \nFile: C:\\Users\\abhayward\\appdata\\local\\temp\\AcPublish_ 1472\\hvr. dwg, Layout: Cover page, By:abhayward, Plotted: Thu Dec 10, 2015 at 11:51am  \n| |  |\n| --- | --- |\n| |  |\n| |  |\n| RETAINING WALL & |  |\n| SIDEWALK |  |\n| CONSTRUCTION |  |\n| Happy Valley Road |  |\n| 1 Hillsdale Avenue |  |\n| Pembroke |  |\n| COVER |  |\n| H 0 | \u003Cbr>\u003Cbr>. |\n\nC  \nTraining & Services Limited P.O. Box HM 2873 Hamilton HMLX  \nD  \nTel: (441) 295-4791 Fax: 441-295-7497  \nemail: [info@compucad.bm](info@compucad.bm)  \n5RGEKCNK\\KPI KP 4GUKFGPVKCN &GUKIP􀀎 .CPF 5WTXG[KPI􀀎 &TCHVKPI􀀎 2TQLGEV /CPCIGOGPV􀀎 .CTIG (QTOCV 5ECPPKPI􀀑2TKPVKPI 􀀉 \\#WVQ%\\#& 6TCKPKPI  \nQ. Francis,  \n| | | 7.4215m\u003Cbr>RETAINING WALL WITH 914mm HIGH FENCE\u003Cbr>PROPOSED DRAINAGE SEE F/H3 FOR\u003Cbr>DETAIL 30.892m\u003Cbr>\u003Cbr>14.7m\u003Cbr>\u003Cbr>\u003Cbr>1220mm WIDE SIDEWALK SEE D/H3 FOR DETAIL\u003Cbr>EXISTING OLEANDER HEDGE TO BE\u003Cbr>\u003Cbr>REMOVED ANDREPLANTED\u003Cbr>INSIDE OF PROPOSED WALL\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>| FOR EXISTING STEPS, SETBACK AND REPLACE BY CONTRACTOR |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| |  |  |  |  |  |  |  |\n|  |  |  | |  | | | NOTE: CONTOUR ELEVATION IN FEET |\n| PLAN |  |  |  |  |  |  |  |\n|  PROPOSED GRADE\u003Cbr>|  |  | | EXISTING GRADE |  | | 1.5m High Ret. Wall |\n|  |  |  |  1.2m Sidewalk\u003Cbr>\u003Cbr>Happy Valley Rd. |  |  |  |  |\n\nFile: C:\\Users\\abhayward\\appdata\\local\\temp\\AcPublish_ 1472\\hvr. dwg, Layout: Sheet H2 Wall Detail, By:abhayward, Plotted: Thu Dec 10, 2015 at 11:52am  \n| | |\n| --- | --- |\n| \u003Cbr>|  |\n| |  |\n| RETAINING WALL & SIDEWALK CONSTRUCTION\u003Cbr>Happy Valley Road\u003Cbr>1 Hillsdale Avenue Pembroke |  |\n| H 41/48 _ 2_A Wall detail |  |\n| H 2 | \u003Cbr>\u003Cbr>. |\n\nFile: C:\\Users\\abhayward\\appdata\\local\\temp\\AcPublish_ 1472\\hvr. dwg, Layout: Sheet H3 Construction Details & Notes, By:abhayward, Plotted: Thu Dec 10, 2015 at 11:53am  \nCONSTRUCTION NOTES  \n1.0 GENERAL  \n1.1 THESE NOTES APPLY TO HIGHWAYS DRAWINGS H1 TO H4 .  \n1.2 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.  \n1.3 ALL WORKS IS TO BE DONE IN ACCORDANCE WITH THE MINISTRY OF WORKS & ENGINEERING STANDARD SPECIFICATIONS DATED 2010.  \n1.4 ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATIONS FOR THIS PACKAGE, WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHOULD BE BOUGHT TO THE ENGINEER'S ATTENTION.  \n1.5 DO NOT SCALE THE DRAWINGS, DIMENSIONS ARE TO BE USED AS A GUIDE ONLY, CONTRACTOR TO FIELD MEASURE FOR ALL DIMENSIONAL REQUIREMENTS.  \n1.6 ALL DETAILS AND ARRANGEMENTS OF EXISTING CONDITIONS, DIMENSIONS, ETC, TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION, AND DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER REPRESENTATIVE.  \n1.7 CONTRACTOR TO MAKE GOOD ANY DAMAGES CAUSED ON SITE, REPAIRING TO MATCH EXISTING OR AS APPROVED BY ENGINEER.  \n2.0 FOUNDATIONS  \n2.1 FOUNDATION ARE TO BEAR ON UNDISTURBED GROUND OR ROCK. BEARING MATERIAL IS TO REMAIN UNDISTURBED AND BE REVIEWED BY THE ENGINEER PRIOR TO POURING FOOTING.  \n2.2 ANY SOFT AREAS IN THE ROCK ARE TO BE REMOVED AND FILLED WIH 20MPA CONCRETE TO THE ENGINEERS APPROVAL.  \n3.0 CONCRETE  \n3.1 ALL CONCRETE WORK TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.  \n3.2 CONCRETE MIX DESIGNS TO BE SUBMITTED TO ENGINEER FOR APPROVAL.  \n3.3 CONCRETE PROPERTIES ARE TO BE AS FOLLOWS; USE 20MPA (3,000PSI) CONCRETE STRENGTH AT 28 DAYS, SLUMP 75MM +/-20MM.  \n3.4 REINFORCING CHAIRS TO BE PLASTIC OR CONCRETE.  \n3.5 NO ADDITIVES TO BE USED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.  \n4.0 REINFORCING STEEL  \n4.1 REINFORCING STEEL TO HAVE A MINIMUM YIELD STRENGTH OF 40 MPA, TYPE 2 DEFORMED TO BS4449 .  \n4.2 REINFORCING STEEL TO BE GALVANIZED IN ACCORDANCE WITH PART 1. 1, SECTION 03200 OF THE SPECIFICATIONS.  \n5.0 INSPECTION AND TESTI","cbCaiaPJsywv13aI","https://ap.wps.com/l/cbCaiaPJsywv13aI","pdf",671710,"English","# DRAWING LIST\n## COVER\n## SURVEY\n## PROPOSED PLAN & SECTION RETAINING WALL CONSTRUCTION DETAILS & NOTES\n## SITE PLAN\n## CONSTRUCTION NOTES","[{\"question\":\"What project is this drawing list for?\",\"answer\":\"It covers the Happy Valley Road construction project in Pembroke Parish under the Ministry of Public Works.\"},{\"question\":\"What unit system is used for the drawings and dimensions?\",\"answer\":\"All dimensions are in millimeters unless noted otherwise.\"},{\"question\":\"What are the key construction requirements stated in the notes?\",\"answer\":\"The contractor must not scale drawings, must field-measure for dimensional requirements, and must verify existing conditions and bring discrepancies to the engineer’s attention. Concrete mix designs require engineer approval and specified strength and slump targets are given.\"}]","HAPPY VALLEY ROAD CONSTRUCTION - DRAWING LIST - H0 | PDF",13]