SECTION PRECAST CONCRETE UTILITY STRUCTURES
|
|
- Jodie Carter
- 8 years ago
- Views:
Transcription
1 SECTION PRECAST CONCRETE PART 1 - GENERAL 1.01 SECTION INCLUDES A. This item shall consist of the construction of both sanitary and storm sewer precast concrete manholes in accordance with these specifications, at the specified location and conforming to the lines, grades, and dimensions shown on the plans or required by the Construction Manager. B. Appurtenances 1.02 RELATED SECTIONS A. Section Project Safety Requirements B. Section Submittals C. Section Field Quality Control Procedures D. Section Excavation E. Section Trenching and Backfilling F. Section Aggregate Base Courses G. Section Dewatering 1.03 REFERENCES A. ASTM A185 - Steel Welded Wire Fabric for Concrete Reinforcement B. ASTM C33 - Concrete Aggregates C. B. ASTM C39 Compressive Strength Cylinder Specimens D. ASTM C478 Precast Reinforced Concrete Manhole Sections E. ASTM C497 Testing of Manhole Sections PRECAST CONCRETE
2 F. ASTM C990 Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants G. ASTM C 1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test H. AASHTO M55- Steel Welded Wire Fabric for Concrete Reinforcement I. AASHTO M199 Precast Reinforced Concrete Manhole Sections J. AASHTO M198 Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint Sealants K. Standard Construction Specification for Sewers and Drainage Facilities 2000 by the Metropolitan St. Louis Sewer District 1.04 SUBMITTALS A. Refer to Section Submittals. B. Quality Control Submittals: Submit manufacturers certification indicating compliance with specified performance and design requirements SUBMITTALS FOR CONTRACT CLOSEOUT A. In accordance with Section Contract Closeout and Section Warranties and Bonds, Procedures for submittals. B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. C. Record actual locations of the manhole and the invert elevations. D. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities QUALITY ASSURANCE A. Perform all work in accordance with referenced standards, Section Quality Control 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section Material and Equipment PRECAST CONCRETE
3 B. Store units in an upright position. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Precast Manholes: Klueter Brothers, Edwardsville, IL (618) or approved equivalent. B. Manholes Frames and Covers: Neenah Foundry or approved equivalent MATERIALS A. Manhole Bases: Bases shall have a monolithic base slab with riser barrel conforming to ASTM C478, AASHTO M199, and designed for AASHTO HS-20 loading. B. Manhole Risers: Riser sections shall have a minimum 4.5" wall for 42" diameter and conform to ASTM C478 and AASHTO M199. C. Manhole Top Slabs: Top Slabs (if required) shall have a minimum thickness of 8" and conform to ASTM C478 and designed for AASHTO HS- 20 loading. D. Manhole Steps: Manhole steps shall be 1 /2" diameter steel reinforced copolymer polypropylene conforming to ASTM C478, AASHTO M-199 and OSHA 29 CFR Steps shall be placed in vertical alignment in preformed holes as per step manufactures instructions. The steps shall resist a pullout force of over 1500 lbs. Eng lugs shall have a reflecting material insert. The steps shall not exceed spacing greater than 16" on center. E. Concrete: Concrete shall be air entrained in accordance with IDOT specifications and have a minimum concrete compressive strength of 4,000 PSI at 28 days. Concrete shall be placed in forms and vibrated in such a manner to make a dense uniform product. F. Coating: Exterior surfaces of manholes shall have two coats of an approved asphalt coating applied according to manufactures recommendations. An alternate to the exterior coating shall be a concrete admixture that is applied to the concrete with batching and demonstrates a reduction in water absorption below five percent. G. Pipe Connections: Pipes shall be connected to the manhole walls using an approved flexible sleeve. Approved connections shall be A-Lok PRECAST CONCRETE
4 or ZLok by A-Lok Products, or approved equal conforming to ASTM C990. H. Joint Sealant: Joint sealant shall be an approved butyl rubber conforming to ASTM C478 and ASTM C990. PART 3 - EXECUTION 3.01 REJECTION A. Precast units shall be subject to rejection for failure to conform to any of the specified requirements. In addition, individual sections may be rejected because of any of the following: 1. Fractures or cracks passing through the wall, except for a single end crack that does not exceed the depth of the joint. 2. Defects that indicate imperfect proportioning, mixing, and molding. 3. Surface defects indicating honeycombed or open texture. 4. Damaged or cracked ends where such damage would prevent making a satisfactory joint. 5. Any continuous crack having a surface width of 0.01 inch (0.3 mm) or more and extending a length of 12 inches (300 mm) or more, regardless of position in the section wall INSTALLATION A. Place the Precast base units on an aggregate base course with a minimum thickness of eight inches after compaction. The granular sub base shall be checked for level prior to setting. B. After setting of precast base section, the joint shall be clean free of dirt or other unsuitable materials. A butyl joint sealant conforming to ASTM C990 shall be applied to the joint area and then the next precast section installed. Set all sections in plum. When setting sections ensure that the manhole steps are set in vertical alignment. After two sections are joined together. The interior and exterior of the joints shall be grouted. C. Joining Pipe to Manholes: If manhole base sections are equipped with flexible sleeves, slide pipe through sleeve until the end of the pipe is flush with the inside wall of manhole. Install and secure sleeve to pipe PRECAST CONCRETE
5 with stainless steel clamp is required. If flexible sleeve is a compression type, such as A-Lok type, no external stainless steel clamp is required. D. Plug holes, in the concrete sections made for handling with a non-shrink grout and/or the rubber plugs FIELD TESTING A. Refer to the Standard Construction Specification for Sewers and Drainage Facilities, 2000, by the Metropolitan St. Louis Sewer District and the following specifications, whichever gives the greatest effect. B. Inspection: All units shall be inspected to be sound. There shall be no visible leakage through the walls or pipe connections. C. Testing: Testing on Sanitary Precast Concrete Manholes shall be by Vacuum Testing in accordance with ASTM C All vacuum testing shall be performed prior to backfilling of manhole. The test procedure shall be as follows: 1. Plug, seal, and brace all pipes entering the manhole to prevent them from dislodging during the test. Pipe plugs shall be installed beyond boot seals. 2. Firmly secure vacuum testing equipment to manhole as per recommendations. 3. Start vacuum and seal and necessary leaks around the testing equipment bladder. 4. Attain a vacuum of 10" Hg. 5. Time pressure drop to 9" Hg. Record time. If time to drop 1" Hg is less than 1 minute, manhole shall be passed. If manhole does not pass, the Contractor shall locate leak(s) and repair and retest until satisfactory. 6. Release Vacuum and backfill manhole in accordance with specifications herein. D. Repair: Any defect found shall be repaired as approved by the Construction Manager. The repair method shall be of sound principle to ensure compliance with this specification. END OF SECTION PRECAST CONCRETE
SECTION 03400 PRECAST CONCRETE STRUCTURES
PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, and equipment required to install precast concrete manholes, sanitary leaching rings, pump station, valve chamber, structures, frames,
More informationCCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
More informationDIVISION 4300 STORM DRAINAGE
DIVISION 4300 STORM DRAINAGE SECTION 4305 STORM SEWER PART 1 - GENERAL 1.01 SCOPE This section covers the construction of storm sewers for the collection and transport of stormwater runoff. 1.02 REFERENCES
More informationSECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
More informationSECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.
SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings
More informationSection 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
More informationState of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
More informationSECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS
SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS Section Page 36-1 GENERAL... 36.1 36-2 PIPEMAKING EQUIPMENT... 36.1 36-3 TRENCH EXCAVATION... 36.1 36-4 SPECIAL FOUNDATION TREATMENT...
More informationSECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent
More informationDIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant
More informationSeptember 2012 Brunswick County Engineering Department Revision 1.0. Technical Specification 020.01 GRAVITY SANITARY SEWER SYSTEM
1.0 General Technical Specification 020.01 GRAVITY SANITARY SEWER SYSTEM a) It is the intent of this specification to ensure that all gravity sewer system infrastructure constructed within the service
More informationAIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
More informationC. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
More informationSECTION 6 SANITARY SEWER MAIN 6.01 SCOPE
6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction
More informationSection 02702 SEWER PIPE INSTALLATION AND TESTING
PART 1 - GENERAL Section 02702 SEWER PIPE INSTALLATION AND TESTING 1-1. SCOPE. This section covers the installation and testing of all sewer pipe furnished under the following specification sections: Concrete
More informationSECTION 200: STORM SEWER CONSTRUCTION STANDARDS
SECTION 200: STORM SEWER CONSTRUCTION STANDARDS Page No. Description 200-2 201 GENERAL 200-2 201.1 SPECIFICATIONS 200-2 201.2 CONNECTION TO EXISTING FACILITIES 200-3 202 MATERIALS 200-3 202.1 PIPES 200-4
More informationSECTION 9.02 BUILDING SUBSURFACE DRAINS (PERIMETER, ETC.)
CHAPTER 9 SEWER / STORM DRAIN / IRRIGATION LINES SECTION 9.01 GENERAL This section covers the requirements for piping materials and installation of Lehi City sewer, storm drainage and irrigation collection
More informationSECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
More informationSTANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200
STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES PART 1 - GENERAL A. Description This section includes materials, testing, and installation of precast concrete
More informationSECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
More informationCHAPTER 6 - SANITARY SEWER
CHAPTER 6 - SANITARY SEWER 6.1 GENERAL This section covers the requirements for PVC plastic sewer pipe materials and installation in sanitary sewer construction. 6.2 PIPE PVC gravity sewer pipe and fittings
More informationSECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
More informationSECTION 02612 NONREINFORCED CONCRETE SEWER PIPE
SECTION 02612 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Furnishing and installing nonreinforced concrete sewer pipe. Provide concrete sewer pipe less than 12 inches in diameter, and in other sizes
More informationSECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
More informationINDEX. Sec. No. Items Page Nos.
INDEX Sec. No. Items Page Nos. 1. Types of Pipe............... MSSP- 2 2. Concrete Pipe............... MSSP- 2 thru MSSP-3 3. ABS and PVC Truss Pipe............... MSSP- 3 4. ABS and PVC Solid Wall Pipe...............
More informationLS 2540 SEWER LATERALS AND INSPECTION TEES
LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal
More informationTABLE OF CONTENTS DETAILED SPECIFICATIONS SANITARY SEWER
TABLE OF CONTENTS DETAILED SPECIFICATIONS SANITARY SEWER SECTION I GENERAL...1 SECTION II PAYMENTS...1 SECTION III - GENERAL REQUIREMENTS FOR ALL SEWER PIPE INSPECTION...1 SECTION IV - SEWER PIPE MATERIALS...2
More information32-02.05 Precast Manhole Sections and Castings. These items shall conform to Section 31, "Storm Drain Installation," of these Standard Provisions.
SECTION 32: SANITARY SEWER INSTALLATION 32-01 SCOPE. The Work shall consist of furnishing and installing sewer mains, manholes, laterals, cleanout fittings and appurtenances; and testing, flushing and
More informationSECTION 02401 - SANITARY SEWER PIPE
PART 1 - GENERAL 1.1 DESCRIPTION A. The WORK under this Section includes providing all labor, materials, tools and equipment necessary for furnishing and installing sanitary sewer pipe, in accordance with
More informationSECTION 33 41 00 REINFORCED CONCRETE PIPE. A. The following is a list of SPECIFICATIONS, which may be related to this section:
SECTION 33 41 00 REINFORCED CONCRETE PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes construction of reinforced concrete pipe for storm drainage, culverts, and sanitary sewer, including
More informationFY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
More informationSECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
More informationThe work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
Section 33 0200- Page 1 of 4 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
More informationGuide Specification Precast Concrete Products
Guide Specification Precast Concrete Products This specificaton should be used only by qualified professionals who are competent to evaluate the significance and limiations of the specification and who
More informationBeacon Hill Sewer District Standard Specifications
Beacon Hill Sewer District Standard Specifications Residential Gravity Side Sewer Including Design Criteria and Standard Construction Drawings Residential Gravity Side Sewer Design Criteria 1. Provisions
More informationSECTION 02732 BUILDING SEWERS. B. Connection of building sanitary drainage system to municipal sewers.
SECTION 02732 BUILDING SEWERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Lateral piping, fittings, and accessories. B. Connection of building sanitary drainage system to municipal sewers. 1.02 REGULATORY
More informationSECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.
SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price
More informationSECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL. 1.01 Testing - General
SECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL 1.01 Testing - General Testing shall be of the type and frequency described in each section and summarized in Item 1 of this section. In addition to
More informationThe Manitoba Water Services Board SECTION 027030 Standard Construction Specifications September 2013 Page 1 of 21
September 2013 Page 1 of 21 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of sewers including: the supply and installation of pipe, saddles, tees,
More informationSECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
More informationTABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth
TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20
More informationCLEANING, INSPECTION, AND TESTING OF SEWERS
CLEANING, INSPECTION, AND TESTING OF SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cleaning, Inspecting, and Testing Sanitary Sewers B. Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and
More informationMATERIALS DIVISION MEMORANDUM
MATERIALS DIVISION MEMORANDUM GENERAL SUBJECT: Precast Concrete SPECIFIC SUBJECT: Quality Control Plan Review Check list; Approved list Nos. 26 and 34; Precast Repair Manual NUMBER: MD 286-06 DATE: December
More informationSUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.
SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION
More informationSECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. The requirements for pipe material and installation in sewer and drainage collection systems. All materials
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS
ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by
More informationGUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS
GUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. This specification covers the materials for and manufacture of precast reinforced concrete units produced in
More informationPRE INSTALLATION MANUAL
REINFORCED CONCRETE PIPE PRE INSTALLATION INSPECTION & REPAIR MANUAL Kentucky Transportation Cabinet Kentucky Department of Highways Division of Materials 1227 Wilkinson Boulevard Frankfort, KY 40601 (502)
More informationFY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
More informationSECTION 724 PIPE CULVERTS
SECTION 724 PIPE CULVERTS 724.1 Description. This work shall consist of providing pipe or pipe arch of the diameter or shape designated, laid upon a firm bed and backfilled as specified. Where appropriate
More informationSpecification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe
Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe 1. GENERAL The following supplemental sewer main specifications are intended to address the installation of high-density polyethylene
More informationSECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
More informationSPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
More informationDESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing
More informationStormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
More informationITEM II - SANITARY GRAVITY SEWER PIPE, FITTINGS, & ACCESSORIES
ITEM II - SANITARY GRAVITY SEWER PIPE, FITTINGS, & ACCESSORIES 2.01 General (c) All sanitary gravity sewers shall be constructed of either PVC or Ductile Iron unless otherwise specified in the Special
More informationDMS - 7310 REINFORCED CONCRETE PIPE AND MACHINE-MADE PRECAST CONCRETE BOX CULVERT FABRICATION AND PLANT QUALIFICATION
DMS - 7310 REINFORCED CONCRETE PIPE AND MACHINE-MADE PRECAST CONCRETE BOX CULVERT FABRICATION EFFECTIVE DATE: APRIL 2012 7310.1. Description. This specification will govern for the fabrication of machine-made
More informationBethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL
155 E. Front Street (rear) Lititz, PA 17543 Phone (717) 625-1930 Fax (717) 625-1931 Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL CONSTRUCTION SPECIFICATIONS AND DETAILS
More informationSECTION 33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE
SECTION 33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE PART 1: GENERAL 1.01 SECTION INCLUDES PVC pressure pipe and fabricated fittings in nominal sizes 4-inches through 12-inches with cast iron pipe equivalent
More informationPRECAST CONCRETE MANHOLES
PRECAST CONCRETE MANHOLES WHY PROVIDE GUIDELINES? Past Problems Was tedious to keep track of variables Was easy to make mistakes Wanted: A design tool to reduce problems TOPICS Overview on Precast Manholes
More informationA. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.
PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,
More informationSection 402. STORM SEWERS
402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide
More informationSECTION 33 31 00.11 GRAVITY SANITARY SEWERS
SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit
More informationSECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS
SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS PART 1: GENERAL 1.01 SECTION INCLUDES A. Abandonment in place, by cutting and capping, of existing sewers, junction structures, manholes, service lines, and
More informationSANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
More informationCONTENTS. Yale University Design Standards. Underground Electrical Duct Bank. A. Summary. B. System Design and Performance Requirements
16600 Underground Electrical Duct Bank This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications
More informationSECTION 02731 GRAVITY SANITARY SEWER SYSTEM. B. The foreman of the contracting crew must speak fluent English.
SECTION 02731 GRAVITY SANITARY SEWER SYSTEM PART 1 GENERAL 1.01 DESCRIPTION A. This section gives the requirements for installation of gravity sewer pipe, service laterals and manholes. Service laterals
More informationSECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES
1.00 PART 1 GENERAL 1.01 SCOPE A. It is the intent of this contract to install a 100% solids epoxy monolithic coating to the walls, benches and inverts of all manholes and the specified surfaces of other
More informationSECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE
SECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes all labor, materials, equipment, and incidentals required and installation of Polyvinyl Chloride
More informationSECTION 9. All sewer laterals shall tie into the sewer main lines unless approved by the City Engineer.
SECTION 9 SEWER/DRAINAGE LINES 9.1 GENERAL This section covers the requirements for piping materials and installation in the Cedar Hills City sewer and drainage collection system. All materials and workmanship
More informationCW 2130 - GRAVITY SEWERS TABLE OF CONTENTS
August 2010 CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard Details...
More informationSANITARY GRAVITY SEWER LINE TESTING. B. Section 02732 CCTV Inspection of Gravity Sewer Lines
PART 1 GENERAL 1.1 SECTION INCLUDES A. Low Pressure Air Test B. Deflection Test 1.2 RELATED SECTIONS A. Section 02730 Sanitary Gravity Sewer Lines B. Section 02732 CCTV Inspection of Gravity Sewer Lines
More informationMeeting the Challenge of Pipeline Emergency Repair
Meeting the Challenge of Pipeline Emergency Repair Michael R. McReynolds, PE, SE 1 Tao Peng, PE, SE 2 ABSTRACTS The Metropolitan Water District of Southern California (MWD) is the nation s largest provider
More informationGeorgia Department of Transportation. Office of Materials and Research. Standard Operating Procedure (SOP) 19
Laboratory SOP 19 Revised July 1, 2003 Georgia Department of Transportation Office of Materials and Research Standard Operating Procedure (SOP) 19 This Standard Operating Procedure provides a means whereby
More informationCity of Regina Standard Construction Specification SECTION 1320 SEWERMAIN TESTING
1.0 GENERAL 1.1 Scope 2.0 PRODUCTS 1.1.1 The work shall consist of testing wastewater and/or storm mains to ensure construction conforms to the proper line, grade, cross section and performance. 2.1 The
More informationSECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
More informationSTANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES. 1. Trenching, Backfilling and Compacting: 02223
STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES PART 1 - GENERAL A. Description This section describes the installation of gravity sewer pipelines fabricated of vitrified
More informationSECTION 03400 PRECAST CONCRETE STRUCTURES
SECTION 03400 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for precast concrete structures, including fabrication and erection. 1.02 REFERENCE STANDARDS A. American Society for
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS
San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these
More information53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines:
Division 53: Slip-Lining of Existing Sewer Line 53.01 GENERAL: This section includes all labor, materials, transportation, equipment necessary to rehabilitate by means of Instituform deteriorated sections
More informationConstruction Specifications for Keyhole Pavement Coring and Reinstatement
F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October
More informationExhibit A. Rules and Regulations for House Connections and Sewer Extensions
The purpose of this application example is to provide assistance to small and medium sized rural communities in the drafting of documents necessary for the efficient operation of water, wastewater, and
More informationCITY OF BEVERLY RULES AND REGULATIONS - SEWER SYSTEM TESTING. General
General All sanitary sewers, manholes and force mains shall be acceptance tested, as hereinafter specified in the presence of a City representative. Acceptance testing shall be performed after backfilling
More informationCity of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014
City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 Section Subsection Name Date Modification Division 1 All subsections General Provisions
More informationSection 02415. Installation of pipe and casing for sanitary sewer by methods of augering.
ITY OF PRLN UGRING PIP OR SING FOR SWRS Section 02415 UGRING PIP OR SING FOR SWRS 1.0 G N R L 1.01 STION INLUS Installation of pipe and casing for sanitary sewer by methods of augering. References to Technical
More informationSERVICE LINE EXTENSION AND SERVICE LINE CONNECTION CONDENSED SANITARY SEWER SYSTEM INSTALLATION SPECIFICATIONS
1001 SOUTH LEECHBURG HILL LEECHBURG, PA 15656 Phone: 724-845-9355 Fax: 724-845-1186 SERVICE LINE EXTENSION AND SERVICE LINE CONNECTION CONDENSED SANITARY SEWER SYSTEM INSTALLATION SPECIFICATIONS 1. General
More informationNORTH DAVIS SEWER DISTRICT STANDARD COLLECTION DETAILS
STANDARD COLLECTION DETAILS Detail No. Detail Title Pages ND-01 NOTICE TO CONTRACTORS 1 ND-02 MANHOLE CONSTRUCTION NOTES AND INDEX 2 ND-10 STANDARD MANHOLE CONNECTION 2 ND-11 STANDARD MANHOLE DETAIL 54"
More informationINSTALLATION OF INSITUFORM LINER
PART 1 GENERAL 1.1 SCOPE: A. This item shall include all work and materials to install, insert a flexible polyester felt liner saturated with a thermo-setting resin into the existing sewer line for rehabilitation
More informationIntegrated Manhole Ladder System
Application: This innovative product has been designed to provide safe access and egress to precast concrete manholes and inspection chambers. It can also be used within any other underground concrete
More informationTABLE OF CONTENTS SECTION 500 SANITARY SEWER AND FORCE MAIN
TABLE OF CONTENTS SECTION 500 SANITARY SEWER AND FORCE MAIN Starts on Page 500 GENERAL... 2 501 MATERIALS... 2 502 CONSTRUCTION PROCEDURES... 7 503 ABANDONMENT OF EXISTING SANITARY SEWER FACILITIES...
More informationTECHNICAL SPECIFICATIONS SANITARY SEWER SYSTEM IMPROVEMENTS
TECHNICAL SPECIFICATIONS FOR SANITARY SEWER SYSTEM IMPROVEMENTS SPARTANBURG SANITARY SEWER DISTRICT SPARTANBURG, SOUTH CAROLINA June 2009 TABLE OF CONTENTS PAGE SECTION 1 GENERAL PROVISIONS 1-01 INTENT
More informationSECTION 15410 GROUND WATER STORAGE TANKS
SECTION 15410 GROUND WATER STORAGE TANKS PART 1 GENERAL.01 SCOPE A. Section Includes Requirements for designing, fabricating, and erecting a welded steel ground storage tank..02 SYSTEM DESCRIPTION A. Design
More informationSEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard
More information900 SEWERAGE WORK ITEM 901 - PIPE SEWERS COMPLETE IN PLACE
900 SEWERAGE WORK ITEM 901 - PIPE SEWERS COMPLETE IN PLACE 901.01 Description 901.02 Materials and Material Handling 901.03 Excavation 901.04 Limit as to Width of Trench 901.05 Unauthorized Excavation
More informationSTANDARD CONSTRUCTION SPECIFICATIONS FOR SANITARY SEWERS DIVISION 50 INDEX
STANDARD CONSTRUCTION SPECIFICATIONS FOR SANITARY SEWERS DIVISION 50 INDEX SECTION 50.01 GENERAL... 1 Article 1.1 Scope of Work... 1 Article 1.2 Applicable Standards... 1 Article 1.3 Surveys... 2 Article
More informationUNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-31 31 16.19 (February 2016) -------------------------------- Preparing Activity: NAVFAC Superseding UFGS 31 31 16.19 (August 2014) UFGS 31 31 16.20 (April 2006) UFGS
More informationSTORM DRAIN DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS 400 SERIES
CITY OF PETALUMA STORM DRAIN DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS 400 SERIES AUGUST 1999 Revised 10/98 City of Petaluma Petaluma, California STORM DRAIN INSTALLATION DETAIL
More informationSECTION 7- STORM SEWER
SECTION 7- STORM SEWER 7.1. STORM SEWERS.... 7-1 7.2. SUMP DRAINS... 7-3 7.3. CATCH BASINS... 7-3 7.4. MANHOLES... 7-4 7.5. STORM SEWER CALCULATIONS... 7-4 7.6. CULVERTS AND BRIDGES... 7-5 7.7. OPEN CHANNELS...
More informationModel Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer
Model Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer The user may choose to adopt part or all of this Model Specification; however, the user should ensure that all parts
More information