[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649347-105":59,"doc-detail-649347-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","general-pool-notes-pool-demolition-and-renovation-notes","General Pool Notes - Pool Demolition and Renovation Notes","","Design data and construction notes for a competition pool and an instructional pool, including key dimensions, volumes, recirculation parameters, turnover and surge capacity, and bather load. Provides general pool requirements such as referencing structural drawings for surge tank thickness and curing methods, bonding and electrical inspection requirements per NEC 680, groundwater limits during construction, and chemical balancing prior to owner turnover. Includes detailed demolition and renovation coordination, protection of existing finishes and utilities, hazardous material handling, and disposal or salvage responsibilities.",{"@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/general-pool-notes-pool-demolition-and-renovation-notes/649347/",{"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/general-pool-notes-pool-demolition-and-renovation-notes/649347.png","ImageObject",300,407,{"name":92,"@type":93},"ahduag","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What references should be followed for surge tank thickness and concrete curing methods?","Question",{"text":112,"@type":113},"Refer to the pool structural drawings and specifications for all dimensions relating to the thickness of the surge tank and the concrete curing methods.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What bonding and electrical requirements apply before concrete placement?",{"text":117,"@type":113},"An electrical inspector must approve installation of the bonding grid for pool reinforcing and all pool embeds prior to placement of concrete, and bonding must follow NEC 680 for relevant metal parts and embeds.",{"name":119,"@type":110,"acceptedAnswer":120},"How should groundwater be managed during pool construction?",{"text":121,"@type":113},"No groundwater must be allowed to rise above any portion of the pool bottom during construction, and the contractor must continuously monitor groundwater levels when the pool is not full.","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},649347,1792927521,{"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":14,"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":144,"read_time":145},3985747870414,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","DESIGN DATA  \nLENGTH  \nWIDTH  \nWATER SURFACE AREA PERIMETER  \nVOLUME  \nRECIRCULATION SYSTEM  \nPOOL TURNOVER RATE RECIRCULATION RATE SURGE CAPACITY BATHER LOAD  \nUNITS  \nFT.  \nFT.  \nSQ. FT.  \nFT.  \nGALLON  \nHOUR  \nGPM  \nGALLON  \nPERSON  \nCOMPETITION POOL 82'-1\" 75'-1\"  \n5,040 300  \n282,744  \n5.89  \n800  \n5,835 201  \nINSTRUCTIONAL POOL 30'-0\" 20'-0\" 600 100  \n10,753  \n1.79  \n100  \nN/A 42  \nGENERAL POOL NOTES  \nCOMPETITION POOL REFER: AQ2.0  \n1. REFER TO POOL STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ALL DIMENSIONS RELATING TO THE THICKNESS OF THE SURGE TANK AND CONCRETE CURING METHODS.  \n2. ALL PROPRIETARY NAMES MENTIONED ARE TO DESIGNATE PERFORMANCE STANDARDS. EQUIVALENT PRODUCTS MUST BE SUBMITTED FOR APPROVAL.  \n3. ELECTRICAL INSPECTOR MUST APPROVE INSTALLATION OF BONDING GRID FOR POOL REINFORCING AND ALL POOL EMBEDS PRIOR TO PLACEMENT OF CONCRETE.  \n4. NO GROUNDWATER MUST BE ALLOWED TO RISE ABOVE ANY PORTION OF THE POOL BOTTOM DURING CONSTRUCTION.  \n5. ALL POOL REINFORCING STEEL, METAL FITTINGS, EQUIPMENT WITHIN 5'-0\" OF POOL EDGE AND ANY METAL PARTS OF POOL EQUIPMENT IN CONTACT WITH POOL RECIRCULATION SYSTEM MUST BE BONDED PER NEC 680. REFER: 14/AQ4 .2  \n6. CONTRACTOR TO INCLUDE CHEMICAL QUANTITIES TO ACHIEVE WATER BALANCE PRIOR TO OWNER TURNOVER.  \n7. THE SURGE TANK MUST BE WATER TESTED IN ACCORDANCE TO THE  \nHYDROSTATIC TIGHTNESS TESTING OF AN OPEN CONCRETE CONTAINMENT STRUCTURE AS REQUIRED BY THE AMERICAN CONCRETE INSTITUTE (ACI)  \n350. 1-10 SECTION 2. REFER TO SPECIFICATIONS.  \nINSTRUCTIONAL POOL REFER: AQ3.0  \nSHEET AQ0.0  \nAQ0.1  \nAQ0.2  \nAQ0.3  \nAQ1.0  \nAQ2.0  \nAQ3.0  \nAQ4.0  \nAQ4.1  \nAQ4.2  \nAQ4.3  \nAQ5.0  \nDRAWING INDEX  \nDESCRIPTION  \nPOOL REFERENCE PLAN POOL DEMOLITION PLAN  \nPOOL & MECHANICAL ROOM EXISTING CONDITIONS  \nPOOL & MECHANICAL ROOM EXISTING CONDITIONS SURGE TANK STRUCTURAL PLANS & DETAILS COMPETITION POOL PLAN & SECTIONS INSTRUCTIONAL POOL PLAN & SECTIONS  \nPOOL MECHANICAL ROOM PLAN & SECTIONS SURGE TANK PLAN & SECTIONS  \nPOOL & MECHANICAL ROOM DETAILS  \nPOOL & MECHANICAL ROOM DETAILS COMPETITION POOL SYSTEMS SCHEMATIC  \nCOUNSILMAN HUNSAKER  \n[www.chh2o.com](www.chh2o.com)  \nPOOL MECHANICAL ROOM REFER: AQ4.0  \nSURGE TANK REFER: AQ4.1  \nC 2023 COUNSIL MAN HUNSAKER  \n1 AQ0.0  \nPOOL REFERENCE PLAN 1/8\" = 1'-0\"  \nGENERAL POOL DEMOLITION AND  \nRENOVATION NOTES  \nD1 D1  \nD1  \nD1  \n1.  \n2.  \n3.  \n4.  \n5.  \n6.  \n7.  \n8.  \n9.  \n10.  \n11.  \n12.  \n13.  \n14.  \nD1  \nD1 D1  \nD2  \nD1 D1  \nD2  \nD2  \nD2 D2  \nD1  \nD2  \nD3  \nD4  \nD5  \nD6  \nD7  \nCOORDINATE ALL DEMOLITION PLANS AND WORK WITH THE CONSTRUCTION MANAGER AND CONSTRUCTION DOCUMENTS PRIOR TO THE START OF DEMOLITION.  \nREVIEW RECORD DOCUMENTS OF EXISTING CONSTRUCTION PROVIDED BY THE OWNER. NEITHER THE OWNER NOR ENGINEER MAKES ANY GUARANTEE THAT THE EXISTING CONDITIONS REFLECT THOSE INDICATED IN THE RECORD DOCUMENTS. CONTRACTOR TO PROVIDE NOTIFICATION OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH DEMOLITION.  \nCONTRACTOR TO SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED. CONTRACTOR TO RECORD EXISTING CONDITIONS WITH DETAILED PRECONSTRUCTION PHOTOGRAPHS.  \nUNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF THE CONTRACTOR.  \nEXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM. OWNER HAS THE FIRST RIGHT OF REFUSAL ON ALL DEMOLITION MATERIALS.  \nIF HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB.  \nIMMEDIATELY NOTIFY THE OWNER AND ENGINEER.  \nINDICATE RECEIPT AND ACCEPTANCE OF ANY HAZARDOUS WASTES BY A LANDFILL FACILITY LICENSED TO ACCEPT SUCH HAZARDOUS WASTES.  \nMAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION OPERATIONS. REFER TO OTHER TRADES FOR COORDINATION.  \nELECTRICIAN MUST VERIFY EXISTING BON","cbCaivrWvNgfxVVK","https://ap.wps.com/l/cbCaivrWvNgfxVVK","pdf",26375579,28,"English","# General Pool Notes\n## Competition Pool Reference\n## Instructional Pool Reference\n# General Pool Notes (Construction Requirements)\n## Structural and Curing References\n## Bonding and Electrical Inspection\n## Groundwater and Waterproofing Constraints\n# Pool Demolition and Renovation Notes\n## Coordinate and Verify Existing Conditions\n## Hazardous Materials and Disposal\n## Demolition Equipment and Components to Remove","[{\"question\":\"What references should be followed for surge tank thickness and concrete curing methods?\",\"answer\":\"Refer to the pool structural drawings and specifications for all dimensions relating to the thickness of the surge tank and the concrete curing methods.\"},{\"question\":\"What bonding and electrical requirements apply before concrete placement?\",\"answer\":\"An electrical inspector must approve installation of the bonding grid for pool reinforcing and all pool embeds prior to placement of concrete, and bonding must follow NEC 680 for relevant metal parts and embeds.\"},{\"question\":\"How should groundwater be managed during pool construction?\",\"answer\":\"No groundwater must be allowed to rise above any portion of the pool bottom during construction, and the contractor must continuously monitor groundwater levels when the pool is not full.\"}]","General Pool Notes - Pool Demolition and Renovation Notes | PDF",1792799284,71]