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The sheets specify curb, gutter, sidewalk, and header curb standard details, including typical section views, cap seal and expansion joint guidance, concrete class and steel grade requirements, and dimensional spacing for grooves and joints. Notes address valley gutter restrictions, ADA and accessibility compliance certification expectations, drainage and tie-in details, and construction practices for backfill compaction and timing after form removal.",{"@graph":69,"@context":121},[70,84,104],{"@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/standard-drawing-sheets-appendix-2-curbgutter-and-sidewalk/649583/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":98,"encodingFormat":97,"isAccessibleForFree":99,"interactionStatistic":100},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/standard-drawing-sheets-appendix-2-curbgutter-and-sidewalk/649583.png","ImageObject",300,407,{"name":92,"@type":93},"Maya Linwood","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-24",true,{"@type":101,"interactionType":102,"userInteractionCount":8},"InteractionCounter",{"@type":103},"ViewAction",{"@type":105,"mainEntity":106},"FAQPage",[107,113,117],{"name":108,"@type":109,"acceptedAnswer":110},"What engineering topics are covered in the standard drawing sheets?","Question",{"text":111,"@type":112},"The appendix contains standard details for curb, gutter, header curb, sidewalk, driveway tie-ins, and curb-related drainage elements for the City of Corpus Christi, Texas.","Answer",{"name":114,"@type":109,"acceptedAnswer":115},"What material and dimensional requirements are stated for curb and gutter construction?",{"text":116,"@type":112},"Notes require concrete class “A” with specified psi values, steel grade 60, defined transverse groove dimensions and spacing, and expansion joint spacing with reinforcement and cap seal details.",{"name":118,"@type":109,"acceptedAnswer":119},"How is ADA/accessibility compliance handled in the documentation?",{"text":120,"@type":112},"Final project acceptance depends on the contractor providing a certification letter stating that ADA handicap improvements comply with the Texas Accessibility Standards (TAS) referenced in the notes.","https://schema.org",{"og:url":83,"og:type":123,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":125,"canonical":83},"index,follow",{"doc_id":127,"site_id":62},649583,1792876147,{"code":4,"msg":5,"data":130},{"doc_id":127,"user_id":131,"nickname":92,"user_avatar":132,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"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":143,"read_time":144},962084928432,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","# APPENDIX2STANDARDDRAWING SHEETS\n\n|  |  | DESCRIPION   | CONSULTANT's SHEET  \u003Cbr>PROJECT NO.   |  |\n| --- | --- | --- | --- | --- |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  |  | 益   | CITY of CORPUS CHRISTI  \u003Cbr>Department of Engineering Services  \u003Cbr>TEXAS   |  |\n|  |  |  |  |  |\n|  |  | REMSION NO.   |  |  |\n|  |  | DESCRIPTION   |  |  |\n|  |  |  |  | 133HS 37LIl   |\n|  |  | 而   |  |  |\n|  |  | 31Va   |  |  |\n|  |  |  | SHEET_.of_  \u003Cbr>RECORD DRAWING NO.   |  |\n|  |  | SN N.   |  |  |\n|  |  |  | CITY PROJECT\\#_   |  |\n\nSHEET INDEX         DESCRIPTION        TITLE SHEETPROJECT\\#        PREPARED BY  \nUPDATED:03/14/2016  \n[CONSULTANT'S NAME,ADDRESS,AND PHONE]  \nLSASREcF8R.           \nDirector of Engineering SericesDate  \nUPDATED:03/14/2016  \nDESCRIPION  \n学  \nREVSION NO.  \nDESCRIPTION  \n高  \nDATE  \nREMSION NO.  \nCONSULTANT'S SHEET  \nPROJECT NO.     \nDepartment of Engineering Services  \nCITY of CORPUS CHRISTI  \nTEXAS  \nTITLE SHEET  \nSHEET._of .  \nRECORD DRAWING NO.  \nCIY PROJECT\\#  \n\n|  | CONSULTANT'S INF0.   |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  |  |  | DESCRIPTION   | CITY of CORPUS CHRISTI  \u003Cbr>Department of Engineering Services  \u003Cbr>TEXAS   |  |\n|  |  |  |  |  |  |  |\n|  |  |  |  | 益   |  |  |\n|  |  |  |  |  | SHEET___of.   |  |\n|  |  |  |  | RE   |  |  |\n|  |  |  |  |  | CITY PROJECT\\#   |  |\n\nLAST UPDATED:03-14-2016  \n\n|  |  | DESC  \u003Cbr>RIPTION   | CONSULTANT's SHEET No.   |  |\n| --- | --- | --- | --- | --- |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  |  |  | C/TY of CORPUS CHRIST  \u003Cbr>Department of Engineering Services  \u003Cbr>TEXAS   |  |\n|  |  | DATE   |  |  |\n|  |  | ON NOISIA38   |  |  |\n|  |  | DESCRIPTION   |  |  |\n|  |  |  |  | CURB,GUTTER AND SIDEWALK  \u003Cbr>STANDARD DETALS  \u003Cbr>CITY OF CORPUS CHRISTI   |\n|  |  | 益   |  |  |\n|  |  |  |  |  |\n|  |  |  | SHEET_  \u003Cbr>of  \u003Cbr>RECORD DRAWING NO.   |  |\n|  |  |  |  |  |\n|  |  |  | CITY PROJECT\\#_   |  |\n\nTYPICAL 6\"CURB &GUTTER DETAIL  \n4\"CURB &GUTTER DETAIL  \nTYPE 'A'HEADER CURB DETAIL  \nNOT TO SCALE  \nNOT TO SCALE  \nNOT TO SCALE  \nNOT TO SCALE  \nNOTE:  \nPAVING CAP SEAL GREENSTREAK  \nEXTEND PRINCIPAL REINF.  \n\\#628 OR APPROVED EQUAL  \n12”THRU EXP.JOINT AND  \nINSTALL OVER EXPANSION  \nBOARD PRIOR TO  \nSLEEVED W/ENDS CAPPED.  \nCONC.PLACEMENT  \nCAP SEAL ON SIDE OF  \n3/4”REDWOOD EXPANSION  \nBOARD.SECURE CAP SEAL  \nTO BOARD BY STAPLING  \nOR NAILING THROUGH  \nBOTTOM FLANGE.  \nSECTION A-A  \nCAP SEAL DETAIL  \nCAP SEAL DETAIL  \n-SEE NOTE BELOW  \nNEW CONC.TO NEW CONC.  \nNEW CONC.TO EXIST.CONC.  \nNOT TO SCALE  \nNOT TO SCALE  \nNOT TO SCALE  \nVALLEY GUTTER NOTE:  \n◎ 4'SPACING  \n1.USE OF VALLEY GUTTERS ON CITY STREETS ARE NOT ALLOWED PER  \nCITY STANDARDS.THIS DETAJL IS INCLUDED ONLY FOR ISOLATED OR  \nTEMPORARY USE IN LOCATIONS WHERE NO OTHER DRAINAGE OPTIONS  \nEXIST,AND SHALL ONLY BE USED WITH PRIOR APPROVAL FROM THE  \nCITY.  \nCURB &GUTTER AND HEADER CURB NOTES:  \nALL CONCRETE CLASS“A”3,000 P.S.I.ALL STEEL GRADE 60  \nfy =60,000 P.S.1.,MIN.  \n2.TRANSVERSE GROOVES 1/8”WIDE BY 1/2\"DEEP SHALL BE MADE IN  \nALL CURB &GUTTER AND HEADER CURB AT 10'0.C.(MAXIMUM).  \n3.  3/4”THICK EXPANSION JOINTS SHALL BE PROVIDED AT 39'-0”  \nCENTERS°(MAXIMUM).REINFORCEMENT SHALL CONSIST OF THE NO.4 DOWELS ×15”LONG SPACED AS INDICATED.THE NO.4 DOWEL  \nSHALL BE EXTENDED ACROSS THE JOINT 9 INCHES AND THIS END  \nSHALL BE SLEEVED WITH ENDS CAPPED.  \n4.  WHERE NEW CURB &GUTTER OR HEADER CURB JOINS EXISTING CURB&GUTTER,TRANSITION THE LAST 10'OF THE NEW TO MATCH THEOLD IN SHAPE.  \nAND GUTTER TO BE AS SPECIFIED IN THE PROJECT SPECIFICATIONS  \nAND PROJECT DETAILS,PER LOADING DESIGN CONDITIONS.REFER TO  \nTHE PROJECT SPECIFIC STREET SECTION(S)AND RELATED PROJECT  \n(8”MINIMUM)AND THE FLEXIBLE BASE(4”MINIMUM)OR EQUIVALENT  \nSHALL EXTEND A MINIMUM OF 1'BEYOND THE BACK OF CURB.  \n6.TYPICAL 6”CURB &GUTTER DETAIL IS CITY STANDARD AND SHALL BE  \nCURB AND GUTTER TIE-IN DETAILSIDEWALK RETAINING CURB DETAILPLAN FOR SIDEWALK SIDEWALK DRAINNOT TO SCALEENGINEER MAY AUTHORIZE L","cbCaigX9q0rCsylM","https://ap.wps.com/l/cbCaigX9q0rCsylM","pdf",4954020,27,"English","# Sheet Index and Record Information\n## Updates and Consultant/Project Identifiers\n# Curb, Gutter and Sidewalk Standard Details\n## Typical Sections and Not-To-Scale Views\n## Notes on Materials, Joints, Drainage, and Compliance","[{\"question\":\"What engineering topics are covered in the standard drawing sheets?\",\"answer\":\"The appendix contains standard details for curb, gutter, header curb, sidewalk, driveway tie-ins, and curb-related drainage elements for the City of Corpus Christi, Texas.\"},{\"question\":\"What material and dimensional requirements are stated for curb and gutter construction?\",\"answer\":\"Notes require concrete class “A” with specified psi values, steel grade 60, defined transverse groove dimensions and spacing, and expansion joint spacing with reinforcement and cap seal details.\"},{\"question\":\"How is ADA/accessibility compliance handled in the documentation?\",\"answer\":\"Final project acceptance depends on the contractor providing a certification letter stating that ADA handicap improvements comply with the Texas Accessibility Standards (TAS) referenced in the notes.\"}]","Standard Drawing Sheets - Appendix 2 - CURB,GUTTER AND SIDEWALK | PDF",1792802205,68]