Manhole Security Protecting America’S Critical Underground Infrastructure
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LHC 02570-1 SECTION 02570 MANHOLE CONSTRUCTION PART 1 – GENERAL 1.1 Description A. Description of the Work the Work to Be Perf
SECTION 02570 MANHOLE CONSTRUCTION PART 1 – GENERAL 1.1 Description A. Description of the Work The work to be performed in accordance with this section includes precast or cast in place concrete manhole construction for sewer and storm drain collection systems. The work shall include the furnishing of all labor, tools, equipment, materials and performing all required operations to provide a complete item in accordance with the project plans and these specifications. B. Related Work Specified Elsewhere Trench Excavation and Backfill..........................Section 02300 Sewer Line Construction...................................Section 02560 Storm Drain Construction..................................Section 02500 1.2 Quality Assurance A. Reference Test Standards and Specifications ASTM A48, Specifications for Grey Iron Castings ASTM C478, Specification for Precast Reinforced Concrete Manhole Sections ASTM C1107, Specification for Packaged Dry, Hydraulic-Cement Grout, Nonshrink ASTM D4101, Specification for Propylene Plastic Injection and Extrusion Materials AWWA C210, Standard for Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines LHC 02570-1 B. Leakage Test Test all manholes installed under this contract using the vacuum method described below. Provide all equipment necessary to perform the test. Coordinate test schedule with the OWNER. Test will not be accepted unless witnessed by the OWNER. 1. Test each manhole immediately after assembly and prior to backfilling. 2. Plug all lift holes with an approved non-shrink grout. 3. Plug all pipes entering the manhole, taking care to securely brace the plug from being drawn into the manhole. 4. Place the test head inside of the top of the cone section and inflate seal in accordance with the manufacturers recommendations. -
Section 02560 Manholes Part 1
SECTION 02560 MANHOLES PART 1 - GENERAL 1.01 SCOPE The work covered by this Section includes furnishing all labor, equipment and materials required to install cast-in-place, and/or precast concrete manholes, and concrete junction chambers as described herein and/or shown on the Drawings. 1.02 DESIGN CRITERIA A. Manholes shall be constructed of specified materials to the sizes, shapes, and dimensions and at the locations shown on the Drawings or as otherwise directed by the ENGINEER. The height or depth of the manhole will vary with the location, but unless shown otherwise on the Drawings shall be such that the top of the manhole frame will be at the finished grade of the pavement or ground surface and the invert will be at the designed elevations. B. Where the difference in the invert elevation of a sewer 18 inches in diameter or smaller and any other sewer intersecting in one manhole is 18 inches or more, a dropmanhole shall be constructed as shown on the Drawings. They shall be similar in construction to the standard manhole except that a drop connection of pipe and fittings of the proper size and material shall be constructed outside the manhole and be supported by Class B Concrete. 1.03 QUALITY ASSURANCE A. Prior to delivery all basic materials specified herein shall be tested and inspected by an approved independent commercial testing laboratory or, if approved by the ENGINEER, certified copies of test reports prepared by the manufacturer's testing laboratory will be acceptable. All materials which fail to conform to these specifications shall be rejected. -
Infiltration Trench & Soakaway
An Infiltration Trench System includes an inlet pipe or water source, catch basin sump, perforated DESIGN PRINCIPLES distribution pipe, infiltration trench and overflow to the storm drainage system. ■ Infiltration Trench System: A Soakaway Manhole (Sump, or Dry Well) System includes an inlet pipe, a sedimentation manhole, and one or more infiltration shafts with connecting pipes. Use of Infiltration Shaft will be limited by hydro- a) Locate infiltration trench at least 3m geotechnical conditions in much of GVRD. from any building, 1.5m from Limitations of Infiltration Trench or Soakaway Manholes: property lines, and 6m from adjacent a) To avoid groundwater pollution, do not direct un-treated polluted runoff to Infiltration Trench or Shaft: infiltration facilities (or as recommended by a geotechnical ▪ Direct clean runoff (roof, non-automobile paving) to Infiltration Trench or Shaft. engineer). ▪ For polluted runoff (roads > 1000 vehicles / day, parking areas, other pollution sources), provide upstream source control for pollutant reduction prior to release to Infiltration Trench or Shaft. b) Sump: Provide a lid for periodic b) Use infiltration trench or shaft only in areas with footing drains. inspection and cleanout. Include a 1. Grass or Other Planting T-inlet pipe to trap oils, sediments 2. Finish Grade and debris. 3. Growing Medium Backfill 4. 100mm Dia PVC DR28 Perforated 19 c) Infiltration Trench: installation of Pipe distribution pipe and bottom of 5. Light Non-woven Polyester drainrock to be level. If more than Geotextile c/w Min. 400mm Laps one section of infiltration trench is 9 1 required, design so that underground 6. 50mm Drain Rock or Rock of water is temporarily ‘ponded’ in each Equal Porosity infiltration section. -
SDD 8B10 Manholes 3X3-FT, 4X4-FT, 5X5-FT, and 6X6-FT
SDD 8b10 Manholes 3x3-FT, 4x4-FT, 5x5-FT, and 6x6-FT PRECAST OR CAST-IN-PLACE GENERAL NOTES REINFORCED CONCRETE FLAT SLAB TOP DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE CONTRACTOR SHALL NOT ORDER AND DELIVER PRECAST MANHOLE UNITS REQUIRED FOR THE PROJECT UNTIL A LIST OF SIZES IS FURNISHED BY THE ENGINEER. 2" (TYP) B B DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH. SEE MATRIX ALL DRAINAGE STRUCTURES ARE DESIGNATED ON THE PLANS AS "MANHOLES 3X3-L", "CATCH BASINS 4-B", TOP WITH PLAIN END JOINT "INLETS 2X3-H", ETC. THE FIRST NUMBERS DESIGNATE THE SIZE OF THE STRUCTURE, AND THE FOLLOWING LETTER DESIGNATES THE TYPE OF COVER TO BE USED TO COMPRISE THE COMPLETE UNIT. BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH MEETS THE REQUIREMENTS OF FOUNDATION BACKFILL. THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM " 8 SUPPORT FOR THE ENTIRE AREA OF THE BASE. 4" OVERHANGING BASE PRECAST REINFORCED FLAT SLAB TOPS MAY BE USED ON CONCRETE BLOCK STRUCTURES. 1 OR 2 2 STEPS MEETING AASHTO M199 AND THE FOLLOWING REQUIREMENTS SHALL BE INSTALLED IN ALL STRUCTURES OVER 5 FEET IN DEPTH: 16 INCH C-C MAXIMUM SPACING; PROJECT A MINIMUM CLEAR DISTANCE OF 4 INCHES FROM PLAN VIEW THE WALL AT THE POINT OF EMBEDMENT; MINIMUM LENGTH OF 10 INCHES; MINIMUM WALL EMBEDMENT OF 3 CIRCULAR OPENING SECTION A-A INCHES. -
D400tc – Composite Manhole Cover Class D400 – En 124:1994
Rev. 00 D400TC – COMPOSITE MANHOLE COVER CLASS D400 – EN 124:1994 DESCRIPTION PROPERTIES Manhole covers and gully tops Marked with resistance class, for use in vehicular and reference norm, producer pedestrian areas. Design identification and quality requirements, type testing, mark released by an marking, quality control internationally according to the UNI EN acknowledged certification 124:1994 standard. authority. Certificate issued by ICMQ. Made up of: - round frame - round cover - locking system with 180° or 120° hinge Name of the client or of the optional service. Embossed pattern available on request. PRODUCTION PROCESS Illustrations and drawings APPLICATION AREAS AND MATERIAL are purely illustrative Test load kN 400. The manhole cover is Carriageways (including manufactured through the pedestrian streets), SMC process, i.e. compression hardshoulders and parking moulding in a closed mould, areas for all types of road using a Sheet Moulding vehicles. Compound (polyester reinforced with glass fibres). Raw materials: orthophtalic polyester resin, chopped strand in glass fibres (type E), additives. Hinges and closing systems are made of galvanized steel. Weight of the D F H h cover + weight MODEL C/O Fixing Seal (mm) (mm) (mm) (mm) of the frame (Kg) 180° hinge and D400TC/600_001 600 690 805 100 50 Yes 36 + 17 lock 120° hinge and D400TC/600_002 600 650 790 100 48 Yes 31,6 + 13,4 lock 180° hinge and D400TC/700_001 700 750 910 100 50 Yes 45,5 + 20,5 lock Rev. 00 D400T - COMPOSITE MANHOLE COVER CLASS D400 – EN 124:1994 DESCRIPTION PROPERTIES Manhole covers and gully tops Marked with resistance class, for use in vehicular and reference norm, producer pedestrian areas. -
Version 09-10-2019
Version 09-10-2019 Version 09-10-19 Table of Contents SECTION 1- GENERAL REQUIREMENT ............................................................................................ 1 1.01 Short Title .................................................................................................................................... 2 1.02 Interpretation ............................................................................................................................... 2 1.03 Enforcement ................................................................................................................................ 2 1.04 Amendment ................................................................................................................................. 2 1.05 Deviation Requests ...................................................................................................................... 2 1.06 Applicability ................................................................................................................................ 3 1.07 Other Local, State and Federal Environmental Regulations .......................................................... 3 1.08 Texas Accessibility Standards (TAS) ........................................................................................... 3 1.09 Engineering Criteria – Section Descriptions ................................................................................. 4 1.10 Submittal Requirements for Construction Plans ........................................................................... -
Safety of the Intended Functionality of Lane-Centering and Lane-Changing Maneuvers of a Generic Level 3 Highway Chauffeur System (Report No
DOT HS 812 879 November 2020 Safety of the Intended Functionality of Lane- Centering and Lane- Changing Maneuvers of a Generic Level 3 Highway Chauffeur System DISCLAIMER This publication is distributed by the U.S. Department of Transportation, National Highway Traffic Safety Administration, in the interest of information exchange. The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Department of Transportation or the National Highway Traffic Safety Administration. The United States Government assumes no liability for its contents or use thereof. If trade or manufacturers’ names or products are mentioned, it is because they are considered essential to the object of the publications and should not be construed as an endorsement. The United States Government does not endorse products or manufacturers. Suggested APA Format Citation: Becker, C. J., Brewer, J. C., & Yount, L. J. (2020, November). Safety of the intended functionality of lane-centering and lane-changing maneuvers of a generic level 3 highway chauffeur system (Report No. DOT HS 812 879). National Highway Traffic Safety Administration. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. DOT HS 812 879 4. Title and Subtitle 5. Report Date Safety of the Intended Functionality of Lane-Centering and Lane-Changing November 2020 Maneuvers of a Generic Level 3 Highway Chauffeur System 6. Performing Organization Code 7. Authors 8. Performing Organization Report No. Christopher Becker, John Brewer, and Larry Yount DOT-VNTSC-NHTSA-19-02 9. Performing Organization Name and Address 10. Work Unit No. -
Standard Construction Specifications for Storm Drain Systems Division 55 Index
STANDARD CONSTRUCTION SPECIFICATIONS FOR STORM DRAIN SYSTEMS DIVISION 55 INDEX SECTION 55.01 GENERAL....................................................................................... 1 Article 1.1 Scope of Work................................................................................. 1 Article 1.2 Applicable Standards ...................................................................... 1 Article 1.3 Surveys ........................................................................................... 2 Article 1.4 Concrete and Mortar ....................................................................... 2 Article 1.5 Payment - General.......................................................................... 3 SECTION 55.02 FURNISH AND INSTALL PIPE....................................................... 4 Article 2.1 General ........................................................................................... 4 Article 2.2 Material ........................................................................................... 4 Article 2.3 Construction.................................................................................... 8 Article 2.4 Measurement ................................................................................ 13 Article 2.5 Basis of Payment .......................................................................... 13 SECTION 55.03 SUBDRAINS ................................................................................. 14 Article 3.1 General ........................................................................................ -
MANHOLE CASTING REFERENCE GUIDE TABLE of CONTENTS Materials………...……
MANHOLE CASTING REFERENCE GUIDE TABLE OF CONTENTS Materials………...…….. ................................................ 2 Load Bearing.... ............................................................. 3 Key Dimensions of Round Frame and Cover ................ 3 Key Dimensions of Inlet Frame and Grate .................... 4 Frame Designs .............................................................. 5 Grate Designs ............................................................... 6 Curb Inlets or Combination Inlets ................................. 7 Watertight Frames and Covers ..................................... 8 Materials Airport Castings ............................................................. 8 QUICK REFERENCE Manhole Features .....................................................9-10 All the iron provided in a product should have a minimum recycled material content of 85%. All manufacturers should provide material certifications on product that includes country of origin and material quality and if requested, shall NATIONAL PRECAST CONCRETE ASSOCIATION provide load test data on the casting. With nearly 1,000 member companies, NPCA serves as the voice of the precast concrete industry in the United Gray Iron States and Canada. The industry includes a diverse mix Iron conforming to ASTM A48, Class 35B, as noted in of companies, from small single-plant manufacturers section 7.1.1 and 7.1.3 of AASHTO M306. Class 35B exhibits to multinational vertically integrated companies the best corrosion and wear resistance properties as well that -
Standard Plans
STANDARD PLANS CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS Series 100 and 200 –General Notes and Street Improvement Standards # Page Description Revision Date 100 1 of 4 General Notes 5/1/2008 100 2 of 4 General Notes 5/1/2008 100 3 of 4 General Notes 5/1/2008 100 4 of 4 General Notes 5/1/2008 101 Major Arterial Highway Typical Section 5/1/2008 102 Primary Arterial Highway Typical Section 5/1/2008 103 Secondary Arterial Highway Typical Section 5/1/2008 104 Local Streets Typical Section 5/1/2008 105 Knuckle Details 3/21/1994 106 Cul-de-sac 3/21/1994 107 1 of 3 Alley Approach 5/1/2008 107 2 of 3 Alley Section 5/1/2008 107 3 of 3 Alley Section 5/1/2008 108 Landscape Med. Moisture Barrier Detail 5/1/2008 109 Trench / Pavement Repair Detail 5/1/2008 110 Steel Plate Bridging 5/1/2008 111 Material Storage in R/W 5/1/2008 201 Curb Section 5/1/2008 202 Curb & Gutter Section 5/1/2008 203 1 of 2 Corner Bus Turnout 5/1/2008 203 2 of 2 Mid-Block Bus Turnout 5/1/2008 204 Residential Lot Drain 5/1/2008 205 Concrete Cross Gutter 5/1/2008 206 16' Concrete Cross Gutter 5/1/2008 207 Sidewalk and Parkway 5/1/2008 209 Residential Driveway Approach 5/1/2008 211 1 of 2 Commercial and Industrial Drive Approach 5/1/2008 211 2 of 2 Commercial and Industrial Drive Approach 5/1/2008 215 1 of 3 Utility conduit locations in r/w 5/1/2008 215 2 of 3 Utility conduit locations in r/w 5/1/2008 215 3 of 3 Utility conduit locations in r/w 5/1/2008 216 Private Street Rolled Curb 5/1/2008 217 Parkway Repair for Utility Box Installation 5/1/2008 218 3' Longitudinal -
July 16, 2021 Obstruction Notice
CITY OF SPOKANE OBSTRUCTION NOTICE For more information contact Jessica Fisher 509.625.6749; [email protected] July 16 – 23, 2021 Some construction projects have been suspended due to the pandemic and others are on different schedules. Please be prepared for changes in street obstructions. For details on projects throughout Spokane County, visit www.srtc.org. Don’t compete. Share the street. Visit StickmanKnows.org for rules of the road and safety tips. Projects highlighted in RED have notable changes this week. Construction is tentative and subject to change at any time. CONSTRUCTION PROJECTS ARTERIAL CHIP SEAL – ECONOMIC RECOVERY PROJECT Crews are starting work on the arterial chip seal project. Locations include: o Freya Street between Wellesley Avenue and Upriver Drive will have single lane closures on Friday, July 16 and Monday, July 19. Flaggers will be onsite. o Freya Street between 37th Avenue and Palouse Highway will have single lane closures on Monday, July 19 and Wednesday, July 21 through Friday, July 23. Flaggers will be onsite. o Southeast Boulevard between Perry Street and 29th Avenue will have single lane closures on Friday, July 16, and Monday, July 19 through Friday, July 23. Flaggers will be onsite. This project will apply chip seal to preserve pavement life. This is a $500,000 project. CENTENNIAL TRAIL – SUMMIT GAP – BOONE TO PETTET Work on this project spans from Boone Avenue to Pettet Drive on Summit Boulevard, Mission Avenue, and West Point Road. Mission Avenue is closed from Cochran Street to West Point Drive for a water main installation. This project will complete an unfinished section of the Centennial Trail in the West Central Neighborhood. -
Aquincumi Füzetek 13 (2007)
AQUINCUM A BTM Aquincumi Múzeumának ásatásai és leletmentései 2006-ban Excavations and rescue work at the Aquincum Museum in 2006 Budapest, 2007 Szerkesztő: Edited by: Zsidi Paula, Vámos Péter Paula Zsidi, Péter Vámos Fordítás: Translation by: Simán Katalin, Alice M. Choyke Katalin Simán, Alice M. Choyke Technikai szerkesztő: Technical assistance by: Kolozsvári Krisztián Krisztián Kolozsvári A külső borítón elöl: Front cover: Sír feltárása a volt Óbudai Gázgyár Excavation of a grave in the territory of területén (Budapest, III. ker., Záhony the former Óbuda Gas Factory (Budapest utca 7., Graphisoft Park) III, 7 Záhony Street, Graphisoft Park) A külső borítón hátul: Back cover: Kora császárkori sírkertek feltárása az Excavation of Early Imperial Period M6-os autópálya Érd és Nagytétény graveyards on the route of M6 highway közti szakaszán (Budapest, XXII. ker., between Érd and Nagytétény (Budapest Nagytétény) XXII, Nagytétény) A belső borítón: Inside cover: A 2006-ban végzett megelőző Locations of larger investment led feltárások helyszínei excavations in 2006 Budapesti Történeti Múzeum, 2007 Felelős kiadó: Dr. Bodó Sándor főigazgató Budapest Historical Museum, 2007 Editor-in-chief: Dr. Sándor Bodó, Director A BTM Aquincumi Múzeumának ásatásai és leletmentései 2006-ban Excavations and rescue work at the Aquincum Museum in 2006 Budapesti Történeti Múzeum Aquincumi Múzeum Aquincumi füzetek 13. szám ISSN 1219-9419 (Aquincumi füzetek) ISSN 1219-9427 (Aquincum) Tartalom Contents Régészeti feltárások Budapest területén Archaeological excavations in the territory 2006-ban . 8 of Budapest in 2006 . 8 A 2006-ban végzett nagyobb megelőző Sites of the larger investment-led feltárások helyszínei . 10 excavations conducted in 2006 . 10 Korarómai településrészlet és római The excavation of part of an early temető feltárása Budaújlakon Roman settlement and Roman cemetery (Anderkó Krisztián – R.