Standard Specifications
|
|
- Rosa Ford
- 6 years ago
- Views:
Transcription
1 Standard Specifications
2 PART 1.00 GENERAL 1.01 DECRIPTION SECTION PRECAST REINFORCED CONCRETE SANITARY MANHOLES A. Work included: The Contractor shall furnish all labor, materials, equipment, and incidentals required and install all precast concrete units including tops in accordance with the Drawings and these Specifications RELATED WORK A. Unit Masonry B. Miscellaneous Materials C. Water Tight Joints 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A-185 Steel Welded Wire Fabric for Concrete Reinforcement 2. ASTM C33 Concrete Aggregates 3. ASTM C39 Compressive Strength Cylinder Specimens 4. ASTM C478 Precast Reinforced Concrete Manhole Sections 5. ASTM C497 Testing of Manhole Sections 6. ASTM C990 Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants 7. ASTM C1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test B. American Association of State Highway and Transportation Officials (AASHTO): 1. AASHTO M55- Steel Welded Wire Fabric for Concrete Reinforcement 2. AASHTO M199 Precast Reinforced Concrete Manhole Sections 3. AASHTO M198 Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint Sealants 4. AASHTO T22 Compressive Strength Cylinder Specimens 5. AASHTO T280 Testing of Manhole Sections C. Occupational Safety and Health Standards (OSHA): 1. OSHA 29 CFR Steps and Ladders D. State of Connecticut Department of Transportation (CTDOT): 1. Form 815 and Supplements 1.04 SUBMITTALS A. Shop Drawings: Submit shop drawings under provisions of Section Show pertinent dimensions, steel, and concrete strength B. Quality Control Submittals: Submit manufacturers certification indicating compliance with specified performance and design requirements. SECTION Page 1
3 C. Test Reports: Submit test reports for concrete strength under provisions of Section DELIVERY, STORAGE, AND HANDLING A. Comply with provisions of Section B. Delivery of new product. C. Store units in an upright position. PART 2.00 PRODUCTS 2.01 MANUFACTURERS A. Precast Manholes: Connecticut Precast Corporation, Monroe, CT (203) or equivalent. B. Manholes Frames and Covers: Campbell Foundry, North Haven, CT or 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 H20 loading. B. Manhole Risers: Riser sections shall have a minimum 5 wall for 48 diameter, 6 wall for 60 diameter, 7 wall for 72 diameter, 8 wall for 84 diameter, 9 wall for 96 diameter, 11 wall for 120 diameter, and 12 wall for 144 diameter and conform to ASTM C478 and AASHTO M199. C. Manhole Top Slabs: Top Slabs shall have a minimum thickness of 8 and conform to ASTM C478 and designed for AASHTO H20 loading. D. Manhole Steps: Manhole steps shall be ½ 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. E. Concrete: Concrete shall air entrained in accordance with CTDOT 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. Concrete shall have a minimum density of 150 PSI and absorption of 5%-8%. 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 Press-Seal Corporation, Kor-N-Seal by NPC, Inc., A-Lok or Z-Lok by A-Lok Products, or approved equal conforming to ASTM C990. H. The Engineer prior to use shall approve Extension/adapter rings. I. Joint Sealant: Joint sealant shall be an approved butyl rubber conforming to ASTM C478 and ASTM C990. SECTION Page 2
4 PART 3.00 EXECUTION 2.01 INSTALLATION A. The manholes shall be constructed according to the sizes shown on the Drawings and as specified herein. Install at elevations and locations on the Drawings or as otherwise directed by the Engineer. B. Place the Precast base units on a granular sub base with a minimum thickness of six inches after compaction or of greater thickness and compaction if specified elsewhere. The granular sub base shall be check for level prior to setting. C. Pipe openings shall be sealed by the Contractor with cement mortar and shall be sized to accept pipes of the specified size(s) and material(s). D. 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. E. Joining Pipe to Manholes 1. 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 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. 2. If the joint is a grouted joint, place pipe through hole in manhole base section until end of pipe is flush with inside wall of manhole. Place a water stop device on the pipe. Mix and place concrete all around pipe, to full manhole wall thickness. Make a watertight joint. F. Plug holes, in the concrete sections made for handling with a non-shrink grout and/or the rubber plugs. G. Install tops according the Drawings at finished grade. Adjust to grade with brick or masonry conforming to ASTM C32 or pre-approved precast grade rings FIELD TESTING A. General: Provide all equipment and personnel necessary, and make all tests required to demonstrate that the work of this section has been completed in strict accordance with the design and the specified requirements. 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 C1244. All vacuum testing shall be preformed 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. SECTION Page 3
5 6. Release Vacuum and backfill manhole in accordance with specifications herein. D. Repair: Any defect found shall be repaired as approved by the Engineer. The repair method shall be of sound principle to ensure compliance with this specification. END OF SECTION SECTION Page 4
6 SECTION PRECAST REINFORCED CONCRETE STORM MANHOLES AND CATCH BASINS PART 1.00 GENERAL 1.01 DECRIPTION A. Work included: The Contractor shall furnish all labor, materials, equipment, and incidentals required and install all precast concrete units including tops in accordance with the Drawings and these Specifications RELATED WORK A. Unit Masonry B. Miscellaneous Materials C. Water Tight Joints 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A-185 Steel Welded Wire Fabric for Concrete Reinforcement 2. ASTM C33 Concrete Aggregates 3. ASTM C39 Compressive Strength Cylinder Specimens 4. ASTM C478 Precast Reinforced Concrete Manhole Sections 5. ASTM C497 Testing of Manhole Sections 6. ASTM C990 Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants B. American Association of State Highway and Transportation Officials (AASHTO): 1. AASHTO M55- Steel Welded Wire Fabric for Concrete Reinforcement 2. AASHTO M199 Precast Reinforced Concrete Manhole Sections 3. AASHTO M198 Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint Sealants 4. AASHTO T22 Compressive Strength Cylinder Specimens 5. AASHTO T280 Testing of Manhole Sections C. Occupational Safety and Health Standards (OSHA): 1. OSHA 29 CFR Steps and Ladders D. State of Connecticut Department of Transportation (CTDOT): 1. Form 815 and Supplements 1.04 SUBMITTALS A. Shop Drawings: Submit shop drawings under provisions of Section Show pertinent dimensions, steel, and concrete strength B. Quality Control Submittals: Submit manufacturers certification indicating compliance with specified performance and design requirements. SECTION Page 1
7 C. Test Reports: Submit test reports for concrete strength under provisions of Section DELIVERY, STORAGE, AND HANDLING A. Comply with provisions of Section B. Delivery of new product. C. Store units in an upright position. PART 2.00 PRODUCTS 2.01 MANUFACTURERS A. Precast Manholes: Connecticut Precast Corporation, Monroe, CT (203) or equivalent. B. Manholes Frames and Covers: Campbell Foundry, North Haven, CT or equivalent. C. Catch Basins: Connecticut Precast Corporation, Monroe, CT (203) or 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 H20 loading. B. Manhole Risers: Riser sections shall have a minimum 5 wall for 48 diameter, 6 wall for 60 diameter, 7 wall for 72 diameter, 8 wall for 84 diameter, 9 wall for 96 diameter, 11 wall for 120 diameter, and 12 wall for 144 diameter and conform to ASTM C478 and AASHTO M199. C. Manhole Top Slabs: Top Slabs shall have a minimum thickness of 8 and conform to ASTM C478 and designed for AASHTO H20 loading. D. Manhole Steps: Manhole steps shall be ½ 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. E. Concrete: Concrete shall air entrained in accordance with CTDOT 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. Catch Basins: Catch Basin shall be of size as indicated on Drawings. Standard Catch Basin shall be as shown on CTDOT Specification Drawings 507H. The minimum wall thickness shall be six inches with a shiplap joint. All knockouts in riser walls shall be steel reinforced. G. Catch Basin Tops: Catch Basin Tops shall be as indicated on Drawings. Concrete Tops shall be manufactured in accordance with CTDOT Form 815 Specifications and as manufactured by Connecticut Precast Corp. All Catch Basin Frames and Grates shall be galvanized steel or cast iron in accordance with the applicable requirements of Section M of Form 815. H. The Engineer prior to use shall approve Extension/adapter rings. SECTION Page 2
8 PART 3.00 EXECUTION 2.01 INSTALLATION A. The manholes and catch basins shall be constructed according to the sizes shown on the Drawings and as specified herein. Install at elevations and locations on the Drawings or as otherwise directed by the Engineer. B. Place the Precast base units on a granular sub base with a minimum thickness of six inches after compaction or of greater thickness and compaction if specified elsewhere. The granular sub base shall be check for level prior to setting. C. Pipe openings shall be sealed by the Contractor with cement mortar and shall be sized to accept pipes of the specified size(s) and material(s). D. 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. E. Plug holes, in the concrete sections made for handling with a non-shrink grout and/or the rubber plugs. F. Install tops according the Drawings at finished grade. Adjust to grade with brick or masonry conforming to ASTM C32 or pre-approved precast grade rings FIELD TESTING A. General: Provide all equipment and personnel necessary, and make all tests required to demonstrate that the work of this section has been completed in strict accordance with the design and the specified requirements. B. Inspection: All units shall be inspected to be sound. There shall be no visible leakage through the walls or pipe connections. C. Repair: Any defect found shall be repaired as approved by the Engineer. The repair method shall be of sound principle to ensure compliance with this specification. END OF SECTION SECTION Page 3
SECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
More informationSECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationSECTION PRECAST CONCRETE STRUCTURES
SECTION 02605 PRECAST CONCRETE STRUCTURES PART 1 GENERAL 1.01 DESCRIPTION A. CONTRACTOR shall provide all professional services, labor, materials, equipment and incidentals as shown, specified and required
More informationSECTION MANHOLES
SECTION 33 05 13 MANHOLES PART 1 GENERAL 1.01 SECTION INCLUDES A. CONTRACTOR shall furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete.
More informationSECTION PUBLIC UTILITY MANHOLES AND STRUCTURES. 2. Modular precast concrete pump wetwell. 5. Manhole bedding and cover materials.
SECTION 02082 PUBLIC UTILITY MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Modular precast concrete manholes with tongue-and-groove joints, transition to cover frame, covers,
More informationSECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.
SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section
More informationThe Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 8
September 2013 Page 1 of 8 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of air release chambers, flushout chambers, valve chambers, meter chambers
More informationSPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS 1. DESCRIPTION THESE SPECIFICATIONS ARE FOR A PRECAST THREE SIDED ARCH STRUCTURE, HEADWALLS
More informationA. Extent of structural precast concrete work is shown on drawings and in schedules.
SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the
More informationSTRUCTURES FOR SANITARY AND STORM SEWERS
SUDAS Standard Specifications Division 6 - Structures for Sanitary and Storm Sewers Section 600 - Structures for Sanitary and Storm Sewers STRUCTURES FOR SANITARY AND STORM SEWERS PART - GENERAL.0 SECTION
More informationSTANDARD SPECIFICATIONS SECTION PRECAST CONCRETE 1.2 REQUIREMENTS FOR MANUFACTURERS AND SUPPLIERS BEFORE DELIVERY
STANDARD SPECIFICATIONS SECTION 03400 PRECAST CONCRETE PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for providing precast concrete structures, manholes, valve vaults, and other specified
More informationUNDERGROUND UTILITY TRENCHES AND VAULTS Page 1 of 6 ADDENDUM #1
Page 1 of 6 ADDENDUM #1 PART 1 GENERAL 1.01 PRINCIPAL WORK IN THIS SECTION A. The requirements of the Owner's General Conditions, Supplementary Conditions, Special Conditions, and Division 1 - General
More informationCONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01
More informationREQUEST FOR BIDS WELL #4 ABANDONMENT
REQUEST FOR BIDS WELL #4 ABANDONMENT Department of Public Services 1015 S Lincoln Avenue Three Rivers, MI 49093 (269) 273-1845 Table of Contents Well #4 Abandonment... 8 Performance Bids... 8 I. Instructions...
More informationPipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
More informationSECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS
UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS 8.01 - Page i UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS Table of Contents SECTION
More informationStormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18
StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute
More informationLarge Scale CalArc Pavers for Sand-Set Pedestrian Use Installations
The following specification refers to the Stepstone, Inc. product known as: Large Scale CalArc Pavers for Sand-Set Pedestrian Use Installations Large Scale CalArc Pavers are part of the California Architectural
More informationSECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section
02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,
More informationStormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17
StormTrap Guide Specification StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 This product guide specification is written according to the Construction Specifications
More informationIGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction
IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel
More informationWAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence
MILWAUKIE OR #3144-00 ADDENDUM #5 NARRATIVE: 11-08-12 WAL-MART SUPERCENTER #3144-00; Milwaukie, OR: SPECIFICATIONS SPECIFICATIONS Revisions to Specification 02822 Fence Spec division 02822 has been revised
More information2016 Specification Treads, Base, Stringers and other Amenities Wausau Tile Precast Epoxy Terrazzo
2016 Specification Treads, Base, Stringers and other Amenities 09400 Wausau Tile Precast Epoxy Terrazzo PART 1 - GENERAL 1.1 SUMMARY A. Perform all work required to complete, as indicated by the Contract
More informationCONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 MAY 1993 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS 422.01 SCOPE 422.02 REFERENCES 422.03 DEFINITIONS
More informationD. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC
STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,
More information1. Architectural precast concrete cladding units.
SECTION 034500 - PRECAST ARCHITECTURAL CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Architectural precast concrete cladding units. 1.2 DEFINITION A. Design Reference
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1073 PRECAST CONCRETE CERTIFICATION PROGRAM JULY 20, 2018
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1073 PRECAST CONCRETE CERTIFICATION PROGRAM JULY 20, 2018 1073.01 Program Overview 1073.02 Qualification 1073.03 Documentation Phase 1073.04 Documentation
More informationSECTION PRECAST CULVERT STEAM TUNNEL
SECTION 334100 PRECAST CULVERT STEAM TUNNEL -, PART I - GENERAL LI STIPULATIONS - A. The Specification Sections "General Conditions of Contract", "Special Conditions" and "Division 01 - General Requirements"
More informationSECTION ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL
SECTION 03450 - ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Work of this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary
More informationProposal PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y. Baker, MT P.O. Box 846
PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y Proposal P.O. Box 846 Baker, MT 59313 P R E C A S T R E I N F O R C E D C O N C R E T E B O X C U L V E R T F O R W E S T M O
More informationNITTERHOUSE CONCRETE PRODUCTS, INC Molly Pitcher Highway South Chambersburg, PA
NITTERHOUSE CONCRETE PRODUCTS, INC. 2655 Molly Pitcher Highway South Chambersburg, PA 17201 717-267-4505 GUIDE SPECIFICATION FOR ARCHITECTURAL PRECAST CONCRETE INDEX Page PART I - GENERAL...1 A. DESCRIPTION...1
More informationSECTION PRECAST HOLLOW CORE PLANKS
PART 1 GENERAL 1.1 SECTION INCLUDES A. Roof planks. B. Floor planks. C. Accessories. 1.2 RELATED REQUIREMENTS A. Division 01 General Requirements. SECTION 03 4113 PRECAST HOLLOW CORE PLANKS B. Section
More informationSection 914. JOINT AND WATERPROOFING MATERIALS
914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.
More information4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing
10-1. JOINTED PLAIN CONCRETE PAVEMENT GENERAL Summary This work includes constructing jointed plain concrete pavement. Comply with Section 40, "Concrete Pavement," of the Standard Specifications. Submittals
More informationSECTION G ESTIMATE OF QUANTITIES
PROJECT STATE OF SOUTH DAKOTA NH 2115(45)87 SHEET G2 TOTAL SHEETS G27 SECTION G ESTIMATE OF QUANTITIES BID ITEM NUMBER ITEM QUANTITY UNIT 009E0010 Mobilization Lump Sum LS 560E0068 7'x3' Precast Concrete
More information1. INTRODUCTION 2. REFERENCE SPECIFICATIONS. Page -1- Bonding and Grouting
Page -1-1. INTRODUCTION 1.1 Scope This specification covers non-shrink and epoxy grouting of structural column base plates and equipment bases, Portland cement grout for minor elements and bonding agents
More informationSTANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN
CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF
More information3400 Tectura Designs Precast Concrete
3400 Tectura Designs Precast Concrete PART 1 - GENERAL 1.1 SUMMARY A. Perform all work required to furnish and complete the proper installation of precast concrete. B. Types of Precast Concrete work include:
More informationBPDL Architectural precast concrete specifications USA TESTING AND INSPECTION A. Testing by Independent Agency : Materials and workmanship furn
BPDL Architectural precast concrete specifications USA 01 PART 1 General 1.1 DESCRIPTION OF WORK The work includes, but is not limited to : 1. Architectural precast concrete 2. Structural design, fabrication,
More informationSECTION STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More information14 March 2016 City Hall Station Renovations Bid Documents 15 th Street Station Phase Station Improvements SECTION PRECAST CONCRETE
SECTION 03400 PRECAST CONCRETE PART 1 GENERAL 1.01 DESCRIPTION A. The work specified in this Section consists of designing, furnishing and installing precast concrete components. 1.02 RELATED SECTIONS
More informationB. Installation Instructions. Provide installation instructions, including any special equipment, to address the following.
SAMPLING AND TESTING. The Sampling and Testing requirements contained in -03 shall apply. MARKING. The Marking requirements contained in -03 shall apply. FINAL PRODUCTION INSPECTION. The Final Production
More informationSECTION 1085 PRECAST REINFORCED CONCRETE BOX CULVERT
1085.1 1085.2(k) SECTION 1085 PRECAST REINFORCED CONCRETE BOX CULVERT 1085.1 DESCRIPTION This work is the manufacture, storage, delivery, installation, and assembly of precast reinforced concrete box culvert
More information1.1 SUMMARY. A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards.
PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards. B. See Division 5 Section "Pipe and Tube Railings"
More informationSECTION METAL FABRICATIONS
SECTION 05100 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for metal fabrications, including minimum requirements for fabricator, and galvanizing. 1.02 REFERENCE STANDARDS A. ASTM
More informationMH Table of Contents Standard Title/Scope Page Table of Contents SCE Public
MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................
More informationSECTION TRACER WIRE FOR NONMETALLIC PIPE
PART 1 GENERAL 1.1 DESCRIPTION A. The CONTRACTOR shall furnish and install a conductive tracer wire with all buried plastic water mains, services and appurtenances in accordance with the Water Utilities
More informationPART MATERIALS. Section Fencing Materials. Description
PART 03000 - MATERIALS Section 03010 - Fencing Materials Description 03010.00 Scope - This section consists of the test requirements, specifications and tolerances for barbed wire, woven wire and chain
More informationMEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C Revised October 2007 Armtec reserves the right to alter designs. General The Armtec Sluice Gate is a quality and highly economical gate for a variety of
More informationCS3 represents manufacturers of products for use in the municipal waterworks industry.
Brian Drexel & Rob Grier WWW.CS3WATERWORKS.COM Established in 2000, CS3 Waterworks is a Florida Based company with offices in Orange Springs Florida and Savannah Georgia. CS3 represents manufacturers of
More informationSECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION
PAGE 032015-1 SECTION 032015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,
More informationCVO/169897A OCTOBER 29, GROUT
SECTION 03600 GROUT PART 1 GENERAL 1.1 REFERENCES A. The following is a list of standards which may be referenced in this section: 1.2 SUBMITTALS 1. ASTM International (ASTM): a. C230, Standard Specification
More informationCUTTING THE PIPE: BLUE DUCT Pipe can be easily cut using a Circular Saw or Reciprocal Saw. Trim all edges as necessary.
Installation Instructions In the past it has been IMPOSSIBLE to install an air and water tight underground system. BLUE DUCT (AKDUCT ) has produced a user friendly system that will reduce the amount of
More informationSECTION UNDERGROUND POWER DUCT AND SUB-STRUCTURES. A. Section : Trenching, Backfilling, and Compacting
SECTION 33 71 19 UNDERGROUND POWER DUCT AND SUB-STRUCTURES PART 1 GENERAL 1.1 RELATED WORK A. Section 31 23 33: Trenching, Backfilling, and Compacting B. Section 32 01 00: Site Restoration and Rehabilitation
More information"A" "A" SECTION "A-A" X-SECTION VERTICAL CURB (TYPE B) Village STREET & PAVEMENT STR-05. Engineering Department
1" 1/2" PRE-MOLDED NON-EXTRUDING JOINT FILLLER AT EXPANSION JOINTS (MAXIMUM 50' SPACING) 2" R "A" SEE NOTE 3 0.5" 1/8" R (TYP) DEPRESSED 1.5" PAVEMENT THICKNESS 3.5" 5.0" "A" 2" MINIMUM STONE CUSHION GRADATION
More informationManholes Table of Contents
Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type
More informationSTORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC
01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP
More informationEMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL
EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION 05720 METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING is a high quality steel fencing system comprised of a hybrid
More informationb. B aluminum and aluminum-alloy extruded bar, rod, wire, shape and tube
MODEL 240I SECTION 08120 FLUSH ALUMINUM DOORS AND FRAMES PART I GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to deliver and install aluminum doors, frames,
More information1. ANSI/ASME Standard B , Square and Hex Bolts and Screws, Inch Series
SECTION 31 66 13 HELICAL PILES AND HELICAL ANCHORS PART 1 - GENERAL 1.1 DESCRIPTION A. This work pertains to furnishing and installing Helical Piles and Bracket Assemblies shown in the Contract in accordance
More informationSECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP
1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of
More informationB. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated.
More informationSECTION SHEET METAL FLASHING AND TRIM
SECTION 07620 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.1 SUMMARY A. Section includes flashings and counterflashings, sheet metal roofing and fabricated sheet metal items, as indicated in Schedule.
More informationFACTS YOU NEED TO KNOW ABOUT WATERTIGHT PRECAST MANHOLES
KISTNER CONCRETE PRODUCTS, INC. 8713 READ ROAD EAST PEMBROKE, NEW YORK 14056-0218 PH: 585-762-8216 FX: 585-762-8315 FACTS YOU NEED TO KNOW ABOUT WATERTIGHT PRECAST MANHOLES ASTM C-478 ASTM C-443 KISTNER
More informationSECTION SAND CUSHION TERRAZZO FLOORING
SECTION 09 66 13.13 SAND CUSHION TERRAZZO FLOORING THIS GUIDE SPECIFICATION HAS BEEN PREPARED BY THE NATIONAL TERRAZZO AND MOSAIC ASSOCIATION, INC., AND IS DISTRIBUTED FOR USE BY ITS MEMBERS AND DESIGN
More informationPRESTON HEALTH SERVICES ARCHITECT S NO. 2700
SECTION 23 3113 - LOW PRESSURE DUCTWORK PART 1 - GENERAL 1.1 SCOPE OF WORK: A. The work required under this section includes all work necessary for a complete installation of ductwork and accessories.
More informationProject No.: VTRC 06-R22 March Period Covered: Contract No.
Standard Title Page - Report on State Project Report No. Report Date No. Pages Type Report: Final Project No.: 78783 VTRC 06-R22 March 2006 17 Period Covered: Contract No. Title: Evaluation of Precast
More informationB. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated.
More informationSECTION COUNTERTOPS ecox PART 1 GENERAL
SECTION 11456 COUNTERTOPS ecox PART 1 GENERAL 1.1 SECTION INCLUDES A. Countertops B. Bar tops C. Vanity tops D. Table tops E. Reception counters F. Cash/back wraps G. Transaction counters H. Service counters
More informationSECTION BULLET- RESISTANT DOORS
1 SECTION 08 3950 BULLET- RESISTANT DOORS PART 1- GENERAL 1.01 SUMMARY A. This Section Includes: 1. Bullet- resistant steel door and frame systems. 2. Door hardware for bullet- resistant steel door and
More informationSECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationSAUSALITO-MARIN CITY SANITARY DISTRICT MISCELLANEOUS UPGRADES PROJECT. Addendum No. 2
SAUSALITO-MARIN CITY SANITARY DISTRICT MISCELLANEOUS UPGRADES PROJECT Addendum No. 2 The following shall modify the Contract Documents. The work shall be accomplished in accordance with such modifications.
More informationSECTION STRUCTURAL STEEL. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.
SECTION 051200 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting
More informationDISTRIBUTION VAULT 8' x 14' x 9'-4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING
CU16003K REV 8' x 14' x 9'4" DEEP TRAFFIC FLAT WALL 0113 SHEET 1 OF 6 CU 16003K CU16003K REV 8' x 14' x 9'4" DEEP TRAFFIC FLAT WALL 0113 SHEET OF 6 CU 16003K ITEM (PER ENDWALL): A. 6" DIAMETER PVC CONDUIT
More informationMATERIAL COMBINATION NUMBER 2: Corrosive environment requiring harder, wear-resistant seating faces and resistance to dezincification.
Cast Iron Slide Gates Spec Sheet General The contractor shall furnish and install the following cast iron slide gate assemblies as listed on the Gate Schedule and detailed on the manufacturer s drawings.
More informationSECTION CHAIN LINK FENCING AND GATES
PART 1 GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish and install all materials, labor, equipment and incidentals required to provide chain link fencing and gates as Shown on the Contract Drawings
More information4. Metal roof jacks at penetrations and attachments
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 07 61 00 METAL SHINGLE ROOFING - - - - - - - - - - -
More informationSection COUPLINGS AND COUPLING ADAPTERS. This Section covers couplings and coupling adapters for ductile iron and steel pipe.
PART 1 GENERAL 1.01 SUMMARY Section 15155 This Section covers couplings and coupling adapters for ductile iron and steel pipe. 1.02 MEASUREMENT AND PAYMENT A. No separate payment for Work performed under
More informationEssex County College - West Essex Campus Addition And Renovations dlb # / SECTION EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING
SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
More informationTENANT IMPROVEMENT 16 FEBRUARY WEST 27TH STREET, 4TH FLOOR 100% CD OWNER/BID ADD 1-03/08/2018
SECTION 055000 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply
More informationTesting. Material testing will be according to applicable AASHTO, ASTM or Department methods as specified.
907.01 Section 907. FENCING MATERIALS 907.01 General Requirements. Materials for use in fencing property, right-of-way and other installations must comply with this section. 907.02 Testing. Material testing
More informationVILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
More information11-1/4 OD at Transition Point. Microcosmic. 4th and Brannan Street Platform Station Project. Elevation. Moto Ohtake 2014
74 480 330 90 72 180 150 60 90 18 11- OD at Transition Point 36 184 74 Microcosmic Elevation 14 1 Moto Ohtake I. GENERAL NOTES: A. SCULPTURE DESIGN CRITERIA 1. CALIFORNIA BUILDING CODE (CBC, 2010 EDITION)
More informationSECTION TRAFFIC SIGNAGE
SECTION 10 14 53 TRAFFIC SIGNAGE PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing roadside traffic signage. B. Providing additional traffic signs as required in Sections 01 55 28 Controlling
More informationABOUT INLAND. Tannis Karklin, E.I.T Technical Sales and Marketing
ABOUT INLAND Inland roots in the Winnipeg area date back to the early 960 s. Over time, through a number of mergers and acquisitions Inland Pipe is now part of the Lehigh Hanson group in North America
More informationUtility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles
Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect
More informationAnti-Trust Statement
Anti-Trust Statement http://www.concrete-pipe.org/ A joint effort of the Texas Concrete Pipe Association and the Texas Department of Transportation What brought this about? The TxDOT organization consists
More informationDesign and Construction Standards SECTION ATHLETIC LOCKERS
SECTION 10505 ATHLETIC LOCKERS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the General Conditions, Supplementary Conditions, and the Sections included under Division 1, General Requirements,
More informationA. Radius elbows with a construction radius of 1.5 the duct width are preferred to square elbows.
SECTION 233100 DUCTWORK 1.0 Acoustical duct lining in any part of the duct system is prohibited. All ductwork requiring insulation shall be externally insulated (Refer to the Sheet Metal Ductwork Insulation
More information2. All work and materials shall be in full accordance with Local and State ordinance and with any prevailing rules and regulations.
General Conditions: 1. Deliver all food service equipment as specified herein, including that which is reasonably inferred, with all related items necessary to complete work shown on contract drawings
More informationAmerican Society of Sanitary Engineering PRODUCT (SEAL) LISTING PROGRAM
American Society of Sanitary Engineering PRODUCT (SEAL) LISTING PROGRAM ASSE STANDARD #1051 - REVISED: 2009 Individual and Branch Type Air Admittance Valves MANUFACTURER: CONTACT PERSON: E-MAIL: ADDRESS:
More informationCONCRETE MANHOLES.
CONCRETE CONCRETE SHAW PIPE produces circular, precast, concrete manholes in diameters 1050mmØ through 3000mmØ. Precast, concrete manholes are most frequently used for pipeline and sewer entry and are
More informationA. Compatibility: Products shall be suitable for piping service fluids, materials, working pressures, and temperatures.
SECTION 22 05 16 LOOPS FOR PLUMBING PIPING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationA. Deviation from this standard must be approved by the Project Architect.
September 2012, rev. 00 26 5600 Exterior Lighting PART 1. GENERAL 1.01 Related Documents A. Deviation from this standard must be approved by the Project Architect. B. Drawings and general provisions of
More informationB. Terracotta Precast Facade Assembly consisting of single-leaf, through body color terracotta clay tiles.
SECTION 07 4229 TERRACOTTA CLAY TILE IN PRECAST SPECIFICTION FOR TERRART SOLID PART 1 GENERAL 1.1 SECTION INCLUDES A. Drawings and general provisions of the Contract, including General and Supplementary
More informationTOWN of LAKESHORE SITE PLAN CHECKLIST
TOWN of LAKESHORE SITE PLAN CHECKLIST Last Revised December 17, 2009 Project Name: Project Location: Date Submitted: Name Phone Number E-mail Address Owner: Contractor/ Engineer: ( ) ( ) Applicant: ( )
More informationCITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,
More information