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TAYLOR DRIVE DITCH IMPROVEMENTS-PHASE 2 - Phase 2 General Notes","","Phase 2 General Notes for the Town of Ridgeland, South Carolina, covering design-drawn job documentation for James F. Taylor Drive ditch improvements (March 2019 bid issue). The notes specify boundary and topographic data sources and datums, contractor responsibilities for protection of benchmarks, offset point establishment, and layout verification. They define standards for water/sewer and roadway/drainage construction, utility location verification and coordination, requirements for landscaping restoration, drainage maintenance, and procedures for concrete replacement, night work, trench minimization, and disposal of excavated materials.",{"@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/james-f-taylor-drive-ditch-improvements-phase-2-phase-2-general-notes/649555/",{"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/james-f-taylor-drive-ditch-improvements-phase-2-phase-2-general-notes/649555.png","ImageObject",300,407,{"name":92,"@type":93},"Himbo","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What standards govern water/sewer and roadway/drainage construction in Phase 2?","Question",{"text":112,"@type":113},"Water and sewer work must conform to the Town of Ridgeland standard specifications for water and sewer systems (latest edition). Roadway and drainage work not specifically noted or detailed must conform to the SCDOT specifications (latest edition).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are existing utilities handled before construction starts?",{"text":117,"@type":113},"Existing utilities are information-only and not guaranteed accurate or complete. The contractor must contact the local utility mark-out service provider and verify all utilities’ areas prior to starting work, and perform test pits where utilities are crossed.",{"name":119,"@type":110,"acceptedAnswer":120},"What requirements apply to night work and maintaining traffic?",{"text":121,"@type":113},"If work at night becomes absolutely necessary, the town must be informed in advance. The contractor must provide proper lighting and facilities for inspection, comply with state and local regulations for operating equipment hours, and set up and maintain night work maintenance of traffic including pedestrian provisions.","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},649555,1792898759,{"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":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":44,"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},687197100911,"https://ap-avatar.wpscdn.com/avatar/a000239b6f1da00475?x-image-process=image/resize,m_fixed,w_180,h_180&k=1785132997149421697","COVER AND SHEET INDEX  \nCOVER  \nJAMES F. TAYLOR DRIVE DITCH IMPROVEMENTS-PHASE 2  \nTOWN OF RIDGELAND  \nRIDGELAND, SOUTH CAROLINA  \nCHKD  \nDESCRIPTION BY  \nSignature  \nMichael R . K link, P . E .  \nSC Professional Eng . \\# 28229  \nDate  \nREV DATE DRWN  \nNO BY  \n1  \n2  \n3  \n4  \n5  \n6  \nINTERSTATE 95  \nWILSON STREET EXN  \nJAMES F .  \nTAYLOR DR  \nEAST MAIN STREET  \nMAYOR  \nJOSEPH N. MALPHRUS, JR  \nMAYOR PRO TEMPORE  \nTOMMY RHODES  \nCOUNCIL MEMBERS  \nJOSEPHINE BOYLES CHRIS DUBOSE GRADY WOODS  \nGENERAL SHEET INDEX  \nNUMBER  \nCOVER  \nG-1  \nG-2  \nG-3  \nNUMBER  \nC-1  \nC-2  \nC-3  \nS-1  \nS-2  \nTITLE COVER AND SHEET INDEX  \nPHASE 2-GENERAL NOTES  \nEXISTING CONDITIONS AND KEY MAP PHASE 1-EXISTING CONDITION DETAILS  \nCIVIL SHEET INDEX TITLE  \nPHASE 2-PROPOSED IMPROVEMENTS  \nPHASE 2-PROPOSED IMPROVEMENTS PHASE 2-CONSTRUCTION DETAILS PHASE 2-STRUCTURAL DETAILS  \nPHASE 2-STRUCTURAL DETAILS  \nDATE: ISSUE:  \nMARCH 2019  \nBID  \nTOWN OF RIDGE LAND RIDGE LAND, SOUTH CAROLINA  \nJAMES F . TAYLOR DRIVE DITCH IMPROVEMENTS-PHASE 2  \nDESIGN DRAWN  \nMRK SLD  \nJOB  \n17-1007.011 NUMBER  \nISSUE MARCH DATE 2019  \nISSUE BID  \nTOWN ADMINISTRATOR  \nDENNIS E. AVERKIN  \nPREPARED BY  \nDRAWING NUMBER  \nPROJECT LOCATION PROJECT NO. 17-1007.011  \nG-1  \nPHASE 2 GENERAL NOTES  \nGENERAL NOTES:  \n1. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM SURVEY PERFORMED BY TGS LAND SURVEYING JOB NUMBER 10070T-17 . HORIZONTAL DATUM BASED ON NAD 83 AND VERTICAL DATUM BASED ON NGVD 29 DATUM. THE SURVEY WAS UPDATED BY FOUR WATERS ENGINEERING AT THE COMPLETION OF PHASE 1 CONSTRUCTION.  \n2. THE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND MONUMENTS FROM DAMAGE AND SHALL ESTABLISH OFFSET POINTS AS REQUIRED FOR THIS WORK. THE CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT OF ALL SCHEDULED IMPROVEMENTS AS SHOWN ON THE CONTRACT DRAWINGS.  \n3. ALL CONSTRUCTION THAT PERTAINS TO WATER AND SEWER SHALL CONFORM TO THE TOWN OF RIDGELAND STANDARD SPECIFICATIONS FOR WATER AND SEWER SYSTEMS, LATEST EDITION. ALL  \nCONSTRUCTION THAT PERTAINS TO ROADWAY AND DRAINAGE THAT IS NOT SPECIFICALLY NOTED OR DETAILED IN THE CONSTRUCTION DRAWINGS SHALL CONFORM TO THE SCDOT SPECIFICATIONS, LATEST EDITION.  \n4. AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN COLLECTED FROM VARIOUS SOURCES. THE RESULT OF SUCH INVESTIGATIONS, AS MAY BE SHOWN ON THE CONTRACT DRAWING, ARE NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY MARK-OUT SERVICE PROVIDER AND VERIFY AREA OF ALL UTILITIES (AS NECESSARY) PRIOR TO COMMENCING WORK.  \n5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ANY EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES, CONDUITS, STRUCTURES, EQUIPMENT, FOUNDATIONS, PIPE, ETC. AS NECESSARY TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE OWNER'S OF THE UTILITY 72 HOURS PRIOR TO STARTING WORK AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME. VARIOUS UTILITIES MAY NEED TO BE RESET BY THE AFFECTED UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE UTILITY COMPANY TO AVOID DELAYS. NO EXTENSION OF TIME WILL BE PROVIDE DUE TO THE LACK OF COORDINATION BY THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM TEST PITS WHERE EXISTING UTILITIES ARE TO BE CROSSED. TEST PIT INFORMATION SHALL BE GIVEN TO THE TOWN ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS MAY BE REQUIRED TO AVOID CONFLICTS.  \n6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT ALL IMPROVEMENTS WITHIN SCDOT AND TOWN R.O.W.'S AND EASEMENTS. ALL SURVEY LAYOUT VERIFYING THE EXACT LOCATION OF THE  \nR.O.W.'S SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL COSTS FOR SAME SHALL BE INCLUDED WITHIN THE VARIOUS BID ITEMS.  \n7. THE CONTRACTOR SHALL TAKE CARE IN MAINTAINING ALL LANDSCAPING AND YARD STRUCTURES WITHIN THE CONSTRUCTION LIMITS AS NECESSARY PER PROJECT. WHEN RELOCATION IS NECESSARY OR WHERE ANY DAMAGE IS DONE TO SAID ITEMS THEY SHALL BE RESTORED BY THE CONTRACTOR, AT HIS EXPEN","cbCaioZR1Vr4b7YO","https://ap.wps.com/l/cbCaioZR1Vr4b7YO","pdf",3878130,"English","# PHASE 2-GENERAL NOTES\n## GENERAL NOTES","[{\"question\":\"What standards govern water/sewer and roadway/drainage construction in Phase 2?\",\"answer\":\"Water and sewer work must conform to the Town of Ridgeland standard specifications for water and sewer systems (latest edition). Roadway and drainage work not specifically noted or detailed must conform to the SCDOT specifications (latest edition).\"},{\"question\":\"How are existing utilities handled before construction starts?\",\"answer\":\"Existing utilities are information-only and not guaranteed accurate or complete. The contractor must contact the local utility mark-out service provider and verify all utilities’ areas prior to starting work, and perform test pits where utilities are crossed.\"},{\"question\":\"What requirements apply to night work and maintaining traffic?\",\"answer\":\"If work at night becomes absolutely necessary, the town must be informed in advance. The contractor must provide proper lighting and facilities for inspection, comply with state and local regulations for operating equipment hours, and set up and maintain night work maintenance of traffic including pedestrian provisions.\"}]","JAMES F. TAYLOR DRIVE DITCH IMPROVEMENTS-PHASE 2 - Phase 2 General Notes | PDF",1792801545,23]