[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-663325-105":3,"detail-sidebar-cat-0-en-105":80,"doc-detail-663325-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":73,"head_meta":75,"extra_data":77,"updated_unix":79},105,"en","traffic-control-plan-for-highway-work-zone-dwg-no-612-general-notes","TRAFFIC CONTROL PLAN FOR HIGHWAY WORK ZONE - DWG NO. 612 - General Notes","","Traffic Control Plan for Highway Work Zone DWG No. 612 outlines typical applications for two-lane, two-way rural or suburban temporary paved bypasses for day or night use. The plan specifies temporary bypass construction requirements, work area signage and barrier lighting, lane and edge line marking methods using reflective tape or approved markers, and conditions for removing conflicting pavement markings. General notes cover speed advisory signs, safe-speed determination, detour and reverse-turn signage, access maintenance for transit, pedestrians, and bicycles, and device consistency rules.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/traffic-control-plan-for-highway-work-zone-dwg-no-612-general-notes/663325/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/traffic-control-plan-for-highway-work-zone-dwg-no-612-general-notes/663325.png","ImageObject",300,407,{"name":42,"@type":43},"Aria","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":52,"interactionType":53,"userInteractionCount":22},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What are the requirements for temporary bypass pavements in this plan?","Question",{"text":62,"@type":63},"Temporary unpaved bypasses must be graded and compacted gravel within time limits set by the entity. For paved bypasses, reflective edge lines and a center line use removable, non-foil pavement marking tape, with optional raised reflective pavement markers per local standards where applicable.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"How should traffic markings be handled when the traffic pattern changes?",{"text":67,"@type":63},"Existing pavement markings conflicting with the revised traffic pattern must be removed. If striping is placed only on final pavement, removable non-foil tape must be used.",{"name":69,"@type":60,"acceptedAnswer":70},"What access and coordination requirements apply during construction?",{"text":71,"@type":63},"Access for CAT transit service, pedestrians, and bicycles must be maintained throughout the construction duration. If rerouting is needed, the contractor provides a map to the traffic engineer for approval, and notifies the Regional Transportation Commission if CAT bus stops or facilities are affected.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},663325,1793226607,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":88,"show_sort_weight":89,"slug":90},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":92,"show_sort_weight":93,"slug":94},"Exam",70,"exam",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},5,"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":96,"slug":129},19,"General","general",{"code":4,"msg":81,"data":131},{"doc_id":78,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":22,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":26,"language":139,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":12,"update_tm":79,"read_time":96},2336464648322,"https://ap-avatar.wpscdn.com/avatar/2200025388227c56fec?_k=1778556882303663488","| \u003Cbr>\u003Cbr>WI-4L\u003Cbr>TYPICAL APPLICATIONS\u003Cbr>BRIDGE CONSTRUCTION\u003Cbr>CULVERT CONSTRUCTION\u003Cbr>SYMBOLS\u003Cbr>WORK AREA\u003Cbr>SIGN ON PORTABLE OR PERMANENT SUPPORT\u003Cbr>BARRICADE OR DRUM WITH STEADY BURNING LIGHT\u003Cbr>VERTICAL PANEL\u003Cbr>(SEE STANDARD DRAWING NO. 601 SHEET 1)\u003Cbr>TYPE III BARRICADE\u003Cbr>XX MPH\u003Cbr>1. ALL TEMPORARY BYPASSES SHALL BE PAVED WHEN DURATION EXCEEDS TIME LIMITS ESTABLISHED BY THE ENTITY. GRADED & COMPACTED GRAVEL ACCEPTABLE FOR DURATIONS ESTABLISHED BY THE ENTITY. SEE SHEET 2 OF THIS DRAWING FOR UNPAVED TEMPORARY BYPASS.\u003Cbr>2. ON PAVED BYPASSES, REFLECTIVE EDGE LINES AND A CENTER LINE REFLECTORIZED, REMOVABLE, NON-FOIL PAVEMENT\u003Cbr>MARKING TAPE SHALL BE USED FOR MARKING THE EDGE LINES AND CENTER LINE ON EXISTING PAVEMENT. (REFLECTORIZED PAVEMENT MARKING PAINT MAY BE USED FOR MARKINGS ON THE PAVED BYPASSES. ) RAISED REFLECTIVE PAVEMENT MARKERS CONFORMING TO CLARK COUNTY STANDARDS MAY BE USED IN LIEU OF TAPE OR PAINT WHERE THE PAVEMENT MARKING IS TO BE PLACED ADJACENT TO BARRICADES OR VERTICAL PANELS. ALL EXISTING PAVEMENT MARKING WHICH CONFLICT WITH THE REVISED TRAFFIC PATTERN SHALL BE REMOVED. IF STRIPING IS TO BE PLACED ON FINAL PAVEMENT ONLY REMOVABLE, NON-FOIL TAPE SHALL BE USED.\u003Cbr>EDGE LINE MARKINGS SHALL BE A MINIMUM OF 6 IN. WIDE.\u003Cbr>3. WHEN (T) IS GREATER THAN 800 FEET, 4 FOOT LENGTHS OF SINGLE YELLOW REFLECTORIZED, REMOVABLE, NON-FOIL PAVEMENT MARKING TAPE AT 40 FOOT CENTERS MAY BE USED WITHIN THE TANGENT SECTION (ONLY IF PASSING ZONES CAN BE SAFELY ALLOWED IN ACCORDANCE WITH MUTCD  SECTS. 3B-3 THRU. 3B-5) .\u003Cbr>4. A CURVE SIGN WILL BE REQUIRED AT EXIT END OF THE BYPASS IF\u003Cbr>(T) IS EQUAL TO OR GREATER THAN 1,000 FEET.\u003Cbr>5. THE ADVISORY SAFE SPEED TO BE SHOWN BELOW THE REVERSE CURVE (TURN) SIGNS SHALL BE DETERMINED AT THE SITE AND APPROVED BY THE TRAFFIC ENGINEER.\u003Cbr>TRAFFIC DIRECTION\u003Cbr>6. STEADY BURNING LIGHTS WILL NOT BE REQUIRED ON BARRICADES FOR DAY OPERATIONS.\u003Cbr>7. CONES MAY BE SUBSTITUTED FOR BARRICADES AT HALF THE SPACING DURING DAY OPERATIONS.\u003Cbr>8. ALL SIGNS SHALL BE GROUND-MOUNTED IF THE CLOSURE TIME EXCEEDS FOUR DAYS AND AS REQUIRED BY SECTION 625 OF THE UNIFORM STANDARD SPECIFICATIONS.\u003Cbr>9. TYPE \"B\" HIGH INTENSITY FLASHING WARNING LIGHTS MAY BE INSTALLED ABOVE EACH WORK ZONE CONSTRUCTION SIGN FOR USE DURING HOURS OF DARKNESS.\u003Cbr>10. LONGITUDINAL DIMENSIONS MAY BE ADJUSTED TO FIT FIELD CONDITIONS BY THE TRAFFIC ENGINEER.\u003Cbr>11. ALL BARRICADE LIGHTS SHALL BE BIDIRECTIONAL.\u003Cbr>12. ALL WARNING SIGNS SHALL HAVE BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND. ALL SIGNS HAVING AN ORANGE COLOR SHALL BE MADE OF MATERIALS CONFORMING TO SECTION 716.03.01 OF THE UNIFORM STANDARD SPECIFICATIONS.\u003Cbr>13. TABLE FOR SPACING OF ADVANCE WARNING SIGNS\u003Cbr>TABLE FOR SPACING OF ADVANCE WARNING SIGNS ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN (LESS THAN 35 MPH) URBAN (35 MPH OR GREATER) RURAL\u003Cbr>EXPRESSWAY/FREEWAY 200\u003Cbr>350\u003Cbr>500\u003Cbr>1000 200\u003Cbr>350\u003Cbr>500\u003Cbr>1600 200\u003Cbr>350\u003Cbr>500\u003Cbr>2600\u003Cbr>14. ALL DEVICES INDICATED SHALL BE OF ONE TYPE; DEVICES SHALL NOT BE MIXED.\u003Cbr>15. IF WORKING AT OR NEAR A TRAFFIC SIGNAL, CONTACT LVACTS AT 229-6611 AND LOCAL ENTITY AT APPROPRIATE NUMBERS LISTED BELOW AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING WORK.\u003Cbr>BOULDER CITY CLARK COUNTY HENDERSON LAS VEGAS\u003Cbr>293-9200 455-6100 565-2140 229-6331\u003Cbr>MESQUITE\u003Cbr>NORTH LAS VEGAS\u003Cbr>346-5295 642-2462\u003Cbr>16. WHERE THE TEMPORARY PAVEMENT AND OLD PAVEMENT ARE DIFFERENT COLORS, THE TEMPORARY PAVEMENT SHOULD START\u003Cbr>ON THE TANGENT OF THE EXISTING PAVEMENT AND END ON THE TANGENT OF THE EXISTING PAVEMENT.\u003Cbr>17. ACCESS FOR CAT TRANSIT SERVICE, PEDESTRIANS AND BICYCLES SHALL BE MAINTAINED THROUGHOUT DURATION OF CONSTRUCTION. IF RE-ROUTING OF ACCESS IS NECESSARY, THE CONTRACTOR SHALL PROVIDE THE ENTITY'S TRAFFIC ENGINEER WITH A MAP SHOWING THE PROPOSED RE-ROUTES FOR APPROVAL. IF CONSTRUCTION OPERATIONS AFFECT CAT BUS STOPS OR FACILITIES, THE CONTRACTORSHALL NOTIFY THE REGIONAL TRANSPORTATION COMMISSION AT 455-4481 AT LEAST 3 NORMAL WORKING DAY","cbCaiaU5EMosGF0H","https://ap.wps.com/l/cbCaiaU5EMosGF0H","pdf",86463,"English","# Typical Applications\n## General Notes\n## Bridge Construction and Culvert Construction\n## Symbols and Work Area\n## Sign and Barricade Placement\n## Traffic Direction and Marking Requirements","[{\"question\":\"What are the requirements for temporary bypass pavements in this plan?\",\"answer\":\"Temporary unpaved bypasses must be graded and compacted gravel within time limits set by the entity. For paved bypasses, reflective edge lines and a center line use removable, non-foil pavement marking tape, with optional raised reflective pavement markers per local standards where applicable.\"},{\"question\":\"How should traffic markings be handled when the traffic pattern changes?\",\"answer\":\"Existing pavement markings conflicting with the revised traffic pattern must be removed. If striping is placed only on final pavement, removable non-foil tape must be used.\"},{\"question\":\"What access and coordination requirements apply during construction?\",\"answer\":\"Access for CAT transit service, pedestrians, and bicycles must be maintained throughout the construction duration. If rerouting is needed, the contractor provides a map to the traffic engineer for approval, and notifies the Regional Transportation Commission if CAT bus stops or facilities are affected.\"}]","TRAFFIC CONTROL PLAN FOR HIGHWAY WORK ZONE - DWG NO. 612 - General Notes | PDF"]