SECTION SITE CONCRETE

Size: px
Start display at page:

Download "SECTION SITE CONCRETE"

Transcription

1 SECTION 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 a bid for the work of this SECTION RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division One of these Specification REFERENCES 1. Earthwork - Section Finish Grading Miscellaneous Site Improvements - Section Cast-In-Place Concrete - Section Electrical Division 26 A. Reference standards and specifications refer to Cast-In Place Concrete Section B. Codes and Standards: Comply with provisions and codes, specifications and standards, except where more stringent requirements are shown or specified in Cast-In-Place Concrete Section SUBMITTALS A. Product Data: Manufacturer's current catalogue cuts and specifications and suppliers material certificates for the following: 1. Cement concrete design mix a PSI mix 2. Pre-molded expansion joint items a. Sealant. b. Pre-molded expansion joint

2 1.05 TESTS 3. Concrete curing compound 4. Welded wire mesh. 5. Steel wire. 6. Supports for reinforcement. 7. Dowels. 8. Dowel caps and dowels. 9. Integral color pigments. B. Certificates of Compliance 1. Reinforcing Steel: Certificate of compliance. 2. Concrete Mix Design: Ticket for each batch delivered showing the following: C. Shop Drawings a. Mix identification. b. Weight of cement, aggregate, water, and admixtures, aggregate sizes/proportion, and air entrainment. 1. Minimum 3/8" inch scale drawings showing dimensions, sizes, thickness, guages, finishes, joining, attachments and relationship of work to adjoining construction and existing conditions. a. Concrete Walls. b. Concrete Stairs. c. Concrete bases and foundations for outdoor lighting fixture. 2. Coordinate all sleeves for utilities and other items and curbs and show them on the shop drawings. A. Slump tests for cement concrete for each batch of concrete 1. Slump limits: Refer to Section Cast-In-Place Concrete QUALITY ASSURANCES A. The Contractor shall construct the following mock-up panels on site showing all joints, finishes and score lines for approval by the Landscape Architect. B. The mock-up panels shall be removed at the end of construction of the concrete items and the specified materials be installed in place of the panels. C. Mock-up panels 1. Concrete walk 6' x6' 2. Concrete wall 3' high x 6' long 3. Handicap ramp

3 1.07 PROJECT CONDITIONS A. Work notification: Notify Landscape Architect at least 48 hours prior to installation of concrete. B. Establish and maintain required lines, surfaces and elevations. C. Do not install concrete work over wet, saturated, muddy or frozen subgrade. D. Protect adjacent work DEFINITIONS A. References to Landscape Architect shall mean Architect or the Architect's designated representative

4 PART 2 MATERIALS 2.01 GRANULAR FILL AND GRAVEL BORROW: Refer to Section Earthwork for all requirements CONCRETE MIXES: 4000-PSI Mix for all Site Concrete including Vehicular and Pedestrian Paving. Refer to Cast-In-Place Concrete Section FORM MATERIALS: Refer to Cast-In-Place Concrete Section REINFORCING MATERIALS: Refer to Cast-In-Place Concrete Section MISCELLANEOUS MATERIALS: Refer to Cast-In-Place Concrete Section EXPANSION JOINT MATERIALS: Refer to Cast-In-Place Concrete Section MIXTURE COMPONENTS A. Coloring Agent: 1. Type: Liquid or Powered integral color designed to color the cement paste in a concrete mixture. 2. Percentage: as recommended by supplier. 3. Product: Liquid or Powdered Integral color admixtures as produced by Schofield, , Brickform, , or equal 4. Color: Three colors as available from Schofield or approved equal

5 PART 3 EXECUTION 3.01 PREPARATION A. Subgrade preparation and the installation of the Structural Fill and Sand and Gravel shall be found under Section Earthwork, of these specifications. Subgrade shall be moistened as required to provide a uniform dampened condition at the time concrete is placed. B. Verify lines, levels and locations of formed concrete work. Verify that form dimensions comply with drawing dimensions FORMS: Refer to Cast-In-Place Concrete Section PLACING REINFORCEMENT: Refer to Cast-In-Place Concrete Section INSTALLATION OF EMBEDDED ITEMS: Refer to Cast-In-Place Concrete Section PREPARATION OF FORM SURFACES: Refer to Cast-In-Place Concrete Section EXPANSION JOINTS A. Expansion joints shall be located as shown on the Drawings; at all interfaces of paving to walls, brick walls curbs, buildings, stairs, concrete benches, light pole bases, flagpole bases; and as directed by the Landscape Architect. Expansion joints are not required at the back of vehicular curbs at vehicular areas CONTROL JOINTS: Refer to the Drawings INTREGAL COLORED CONCRETE A. Provide colorant in the proportions recommended by the manufacturer and as related to the approved mock-up. Each area of colored paving on the project shall be installed in continuous pours. Should more than 1 batch (truck load) be required to complete the area, the concrete color shall be consistent in formula with adjacent pour(s). B. Provide sealant at the rates of application and methods as recommended by the manufacturer. Follow the manufacturerʼs recommendations as to the timing of the sealant application CONCRETE PLACEMENT: Refer to Cast-In-Place Concrete Section

6 3.10 CONCRETE SLAB FINISHING A. Preparation 1. After placing slabs, plane surface to a tolerance not exceeding 1/2" in 10' when tested with a 10' straight edge. Slope surfaces uniformly to drains where required. After leveling, roughen surface before final set with stiff brushed brooms or rakes. 2. After screeding, consolidating and leveling concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats or by hand-floating if area is small or inaccessible to power units. Float the surface with aluminum or magnesium floats after edging and jointing operations. Check and level surface plane to a tolerance not exceeding 1/4" in 10' when tested with a 10' straight edge. Cut down high spots and fill low spots. Uniformly slope surfaces to drain. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. Immediately following floating, the surface shall be steel-troweled. B. Finishes 1. Light Broom Finish: After floating, achieve finish by dragging a fine bristle brush over the floated finish. 2. Tactile Paving for Handicap Ramps a) Color as selected CONCRETE WALLS AND LIGHT POLE BASE AND OTHER EXPOSED SITE CONCRETE FINISHING A. Sand Blast Finish. 1. Schedule: Perform sand-blasting no sooner than 10 days after pouring each section of concrete 2. Continuity: Perform in as continuous an operation as possible, utilizing the same work crew to maintain continuity of finish. 3. Depth of Cut: Use an abrasive grit of the proper type and gradation to expose the aggregate and surrounding matrix surfaces to be approx. 1/16 in. depth. 4. Backup Boards: Blast corners and edge of patterns carefully, using backup boards in order to maintain a uniform corner or edge line

7 5. Uniformity: Use same nozzle, nozzle pressure and blasting technique as used for sample panel. 6. Control: Maintain control of abrasive grit and concrete dust in each area of blasting. 7. Clean Up: Remove all expended abrasive grit, concrete dust and debris at the end of each day of blasting operations CONCRETE CURING AND PROTECTION: Refer to Cast-In-Place Concrete Section REMOVAL OF FORMS: Refer to Cast-In-Place Concrete Section MISCELLANEOUS CONCRETE ITEMS A. Filling-In: Fill-in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as herein specified, to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete work MINOR CONCRETE SURFACE REPAIRS A. Patching of defective areas will be determined by the Landscape Architect prior to any patching. Only minor patching will be allowed where approved by the Landscape Architect. 1. Work determined to be unacceptable and in excess of minor patching as determined by the Landscape Architect shall be removed and replaced by the Contractor to the satisfaction of the Landscape Architect at no additional expense to the Owner. B. Minor Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, when acceptable to Landscape Architect. All voids and cavities on all surfaces shall be completely filled with stiff mortar of same composition and air-entrainment as the mortar in the original concrete mix. The same brand and color of cement, and the same kind and color of fine aggregate used in the original concrete shall be used in this mortar. The mortar shall be mixed, allowed to set for thirty (30) minutes and then remixed before placing in the work. Carefully remove surface film from these pointed areas before the mortar sets. If surfaces exposed to view do not present a uniformly smooth, clean surface of even texture and appearance when prepared in accordance with foregoing, they shall be rubbed to obtain a satisfactory finish. Surfaces shall be wetted

8 with clean water and rubbed with a carborundum brick without applying any cement or other coating until smooth and uniform in appearance. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired by the Contractor to satisfaction of Landscape Architect at no additional expense to the Owner. 1 Surface Repair Items: Surface defects, as such as but not limited to include color and texture irregularities, cracks, spalls, honey combing, rock pockets, fins and other projections on surface and stains that cannot be removed by cleaning and other conditions as determined by the Landscape Architect. D. Repair methods not specified above may be used, subject to acceptance of Landscape Architect. END OF SECTION

SECTION CONCRETE PAVING FOR PEDESTRIAN AREAS. A. This Section includes exterior cement concrete pavement for the following:

SECTION CONCRETE PAVING FOR PEDESTRIAN AREAS. A. This Section includes exterior cement concrete pavement for the following: SECTION 321313 CONCRETE PAVING FOR PEDESTRIAN AREAS PART 1 GENERAL 1.1 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Walkways. 2. Courtyards. 3. Plazas. 4. Pedestrian

More information

SECTION CONCRETE PAVING

SECTION CONCRETE PAVING PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 32 13 13 CONCRETE PAVING A. Extent of concrete curbs, walks, and paving as show on drawings B. Earthwork and prepared sub-base C. Concrete and related materials

More information

SECTION CONCRETE PAVING

SECTION CONCRETE PAVING SECTION 32 13 13 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for providing portland cement concrete work and all other incidental concrete improvements for the project

More information

SECTION CAST-IN-PLACE CONCRETE

SECTION CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 RELATED DOCUMENTS SECTION 03300 - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 requirements are applicable to

More information

A. Submittal Procedures: See Article 13 of the General Conditions.

A. Submittal Procedures: See Article 13 of the General Conditions. SECTION 321313 - CONCRETE PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Driveways. 2. Roadways. 3. Parking lots. 4. Curbs and gutters. 5. Walks. B. Proposed Substitutions: See Article 2,

More information

CONCRETE WALKS AND CURBS SECTION CONCRETE WALKS AND CURBS PART 1 - GENERAL

CONCRETE WALKS AND CURBS SECTION CONCRETE WALKS AND CURBS PART 1 - GENERAL 13686.00 CONCRETE WALKS AND CURBS 033015-1 1.1 RELATED DOCUMENTS: SECTION 033015 CONCRETE WALKS AND CURBS PART 1 - GENERAL A. Drawings and general provisions of Contract, including General and Supplementary

More information

SECTION CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

SECTION CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS SECTION 32 05 23 PART 1 - GENERAL 1.1 DESCRIPTION A. This section shall cover site work concrete constructed upon the prepared subgrade and in conformance with the lines, grades, thickness, and cross sections

More information

SECTION RIGID PAVEMENT

SECTION RIGID PAVEMENT SECTION 02750 PART 1 GENERAL RIGID PAVEMENT 1.1 SUMMARY A. Section Includes: 1. Concrete sidewalks. 2. Concrete stair steps. 3. Concrete integral curbs gutters. 4. Concrete parking areas and roads. B.

More information

SECTION CONCRETE PAVING PART 1 - GENERAL 1.1 REFERENCES

SECTION CONCRETE PAVING PART 1 - GENERAL 1.1 REFERENCES SECTION 321313 - CONCRETE PAVING PART 1 - GENERAL 1.1 REFERENCES A. Specifications governing civil site construction include the following list and shall be observed in the order listed below. If conflicting

More information

SECTION MISCELLANEOUS CAST-IN-PLACE CONCRETE

SECTION MISCELLANEOUS CAST-IN-PLACE CONCRETE SECTION 033053- MISCELLANEOUS CAST-IN-PLACE CONCRETE PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01

More information

Page 1 of 1 ADDENDUM NO. 2 PROJECT: THE SALVATION ARMY, THIFT STORE 601 N. EUCLID AVE., BAY CITY, MI WILLIAM A. KIBBE & ASSOCIATES, INC.

Page 1 of 1 ADDENDUM NO. 2 PROJECT: THE SALVATION ARMY, THIFT STORE 601 N. EUCLID AVE., BAY CITY, MI WILLIAM A. KIBBE & ASSOCIATES, INC. ADDENDUM NO. 2 PROJECT: THE SALVATION ARMY, THIFT STORE OWNER: ENGINEER / ARCHITECT: PROJECT LOCATION: THE SALVATION ARMY WILLIAM A. KIBBE & ASSOCIATES, INC. DATE: October 9, 2016 WAK PROJECT NO. 16 2197

More information

SECTION CAST IN PLACE CONCRETE PART 1 GENERAL 1.01 RELATED DOCUMENTS

SECTION CAST IN PLACE CONCRETE PART 1 GENERAL 1.01 RELATED DOCUMENTS SECTION 03301 - CAST IN PLACE CONCRETE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification

More information

2. Exterior Concrete Exposed to Freeze/Thaw: 4500 psi minimum. i. Water Cement Ratio < 0.45 for exterior concrete exposed to freeze/thaw

2. Exterior Concrete Exposed to Freeze/Thaw: 4500 psi minimum. i. Water Cement Ratio < 0.45 for exterior concrete exposed to freeze/thaw 03 30 00 PART 1 - GENERAL 1.01 SCOPE A. Specific details of vehicular pavements, exterior slabs, sidewalks, and curbs constructed of Portland Cement Concrete (PCC) are also addressed in WSU Design Standard

More information

A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes.

A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. SECTION 033053 - CONCRETE 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 information

SECTION BITUMINOUS CONCRETE PAVING AND ATHLETIC SURFACING. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.

SECTION BITUMINOUS CONCRETE PAVING AND ATHLETIC SURFACING. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. SECTION 321800 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 information

Division 03 Concrete Section includes various guidelines for general concrete use, curing, forming, reinforcing, finishing and concrete accessories.

Division 03 Concrete Section includes various guidelines for general concrete use, curing, forming, reinforcing, finishing and concrete accessories. Section includes various guidelines for general concrete use, curing, forming, reinforcing, finishing and concrete accessories. This design guideline is written to the designer of record (DOR). This guideline

More information

DIVISION 3 HEAVY DUTY CONCRETE FLOOR TOPPING SECTION 03340

DIVISION 3 HEAVY DUTY CONCRETE FLOOR TOPPING SECTION 03340 DIVISION 3 HEAVY DUTY CONCRETE FLOOR TOPPING SECTION 03340 PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The General provisions of the contract, including GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND

More information

UNIVERSITY SERVICES ANNEX James Madison University Harrisonburg, Virginia State Project Code: Architect s Project Number:

UNIVERSITY SERVICES ANNEX James Madison University Harrisonburg, Virginia State Project Code: Architect s Project Number: SECTION 321610 - CURBING PART 1 - GENERAL 1.1 DESCRIPTION A. This Section specifies requirements for furnishing and installing all types of curbing including the following: granite curb, concrete and bituminous

More information

SECTION STAMPED CONCRETE PAVING

SECTION STAMPED CONCRETE PAVING SECTION 321316.23 - STAMPED CONCRETE PAVING This Section specifies stamped concrete paving incorporating L. M. Scofield s LITHOTEX Pavecrafter imprinting patterns and LITHOCHROME Color Hardener. Suitable

More information

SECTION CONTROLLED LOW STRENGTH MATERIAL

SECTION CONTROLLED LOW STRENGTH MATERIAL SECTION 03300 CONTROLLED LOW STRENGTH MATERIAL PART 1 GENERAL 1.1 DESCRIPTION A. This Section specifies Controlled Low Strength Material (CLSM) to be used as described in this specification, including

More information

A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes.

A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. SECTION 033053 - MISCELLANEOUS CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures,

More information

SECTION US Patent 8,857,130 B1 CAST-IN-PLACE CONCRETE WITH ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) EARLY MC APPLICATION

SECTION US Patent 8,857,130 B1 CAST-IN-PLACE CONCRETE WITH ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) EARLY MC APPLICATION ARDEX GUIDE SPECIFICATION ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) Cast-In-Place Concrete to Receive the ARDEX Concrete Management Systems including ARDEX Self-Leveling Underlayments SECTION 03 30 00

More information

CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS SCOPE...3 TS DEFINITIONS...3

CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS SCOPE...3 TS DEFINITIONS...3 CITY OF TORONTO TS 3.70 TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS June 2001 CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS 3.70.01 SCOPE...3 TS

More information

B. Reinforcing. Materials shall be as specified in Section 2000 Concrete or as indicated on the plans.

B. Reinforcing. Materials shall be as specified in Section 2000 Concrete or as indicated on the plans. SECTION 1400 - CONCRETE PAVEMENT 1401 SCOPE. This section governs the furnishing of all labor, equipment, tools, and materials and the performance of all work necessary to construct concrete pavement.

More information

SECTION PORTLAND CEMENT CONCRETE

SECTION PORTLAND CEMENT CONCRETE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the supplemental documents as indicated in the Site Work General Provisions, apply to work of this

More information

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

1. Manufacturer certified according to NRMCA's Certification of Ready Mixed Concrete Production Facilities. SECTION 033000- CAST-IN-PLACE CONCRETE PART 1- GENERAL 1.1 SUMMARY This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures,

More information

SECTION CURB RAMPS AND OTHER MINOR CONCRETE FACILITIES. Part 1 - General Work Included Related Requirements...

SECTION CURB RAMPS AND OTHER MINOR CONCRETE FACILITIES. Part 1 - General Work Included Related Requirements... SECTION 02530 CURB RAMPS AND OTHER MINOR CONCRETE FACILITIES CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Inspection And Tests... 1 1.04 Quality Assurance...

More information

SECTION MINOR CONCRETE

SECTION MINOR CONCRETE SECTION 03300 - MINOR CONCRETE 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 Payment...

More information

Stanford University Facilities Design Guidelines SECTION STONE FINES PAVING. American Society for Testing and Materials.

Stanford University Facilities Design Guidelines SECTION STONE FINES PAVING. American Society for Testing and Materials. SECTION 32 15 40 STONE FINES PAVING PART 1 GENERAL 1.1 RELATED WORK Section 32 11 00: Base Courses 1.2 QUALITY ASSURANCE A. Applicable Standards: Any reference shall mean the current or latest editions

More information

DIVISION 3 CONCRETE SECTION CAST-IN-PLACE CONCRETE

DIVISION 3 CONCRETE SECTION CAST-IN-PLACE CONCRETE DIVISION 3 CONCRETE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Cast-in-place concrete for foundations. 2. Floors and slabs on grade. 3. Control, expansion and contraction joint devices associated

More information

GUIDE SPECIFICATION SECTION CRYSTALLINE WATERPROOFING

GUIDE SPECIFICATION SECTION CRYSTALLINE WATERPROOFING GUIDE SPECIFICATION SECTION 071616 PART 1 - GENERAL CRYSTALLINE WATERPROOFING 1.1 SECTION INCLUDES A. Cementitious Crystalline Waterproofing on concrete structures and surfaces as shown on drawings and

More information

SECTION CAST-IN-PLACE CONCRETE

SECTION CAST-IN-PLACE CONCRETE McClellan Blakemore Architects New Warehouse Facility for SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. B. Floors and slabs on grade. C. Concrete floor

More information

indicated on the Drawings include exterior curbing and walkways necessary for the repairs or of this portion of the Work and who shall be thoroughly

indicated on the Drawings include exterior curbing and walkways necessary for the repairs or of this portion of the Work and who shall be thoroughly of this portion of the Work and who shall be thoroughly execution and experienced in placing the types of concrete specified trained finishing of exposed surfaces of the concrete, use only For trained

More information

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 27 CURBS, GUTTERS, SIDEWALKS, AND DRAINAGE STRUCTURES 27-1 GENERAL Concrete curbs, gutters, sidewalks,

More information

Section CONCRETE SIDEWALKS. 1. Payment for concrete sidewalks is on square foot basis.

Section CONCRETE SIDEWALKS. 1. Payment for concrete sidewalks is on square foot basis. PART 1 GENERAL 1.01 SUMMARY A. This Section includes the following: Section 02775 1. Reinforced concrete sidewalks. 2. Wheelchair Ramps. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment for concrete

More information

CRUSHED AGGREGATE BLENDED WITH GRANITECRETE ADMIXTURE SURFACING

CRUSHED AGGREGATE BLENDED WITH GRANITECRETE ADMIXTURE SURFACING Guide Specification CRUSHED AGGREGATE BLENDED WITH GRANITECRETE ADMIXTURE SURFACING COORDINATE WITH DRAWINGS: Show location and extent of stabilized aggregate surfacing. Show details required at adjoining

More information

Columbia Public Schools Shepard Elementary School Classroom Building Addition PWA I 1 CONCRETE REINFORCEMENT ~4 ASSURANCE

Columbia Public Schools Shepard Elementary School Classroom Building Addition PWA I 1 CONCRETE REINFORCEMENT ~4 ASSURANCE B. Supports and accessories for steel reinforcement. 1.02 SECTIONS A. Section 03300- Cast-in-Place Concrete. 1.03 SUBMITTALS A. See Section 01300- Administrative Requirements, for submittal procedures.

More information

SECTION CAST IN PLACE CONCRETE FOR FLOOR SLABS ON GRADE THAT WILL RECEIVE SEMI-PERMEABLE OR IMPERMEABLE FLOOR FINISHES

SECTION CAST IN PLACE CONCRETE FOR FLOOR SLABS ON GRADE THAT WILL RECEIVE SEMI-PERMEABLE OR IMPERMEABLE FLOOR FINISHES GUIDE SPECIFICATION SECTION CAST IN PLACE CONCRETE FOR FLOOR SLABS ON GRADE THAT WILL RECEIVE SEMI-PERMEABLE OR IMPERMEABLE FLOOR FINISHES PART 1 - SCOPE 1.01 WORK INCLUDED: 1.1.1 This guide covers the

More information

CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS SCOPE...3

CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS SCOPE...3 CITY OF TORONTO TS 3.65 TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS June 2001 CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS 3.65.01 SCOPE...3 TS 3.65.02 TS 3.65.03 REFERENCES...3

More information

INTEGRALLY COLORED CONCRETE [DECORATIVE CONCRETE PAVING]

INTEGRALLY COLORED CONCRETE [DECORATIVE CONCRETE PAVING] Note to Specifier: The Admixture Systems business of BASF Corporation previously conducted business as Degussa Admixtures, Inc. and Master Builders, Inc. BASF has launched the Master Builders Solutions

More information

SECTION CAST-IN-PLACE CONCRETE

SECTION CAST-IN-PLACE CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. The Contractor shall furnish all work and materials, including cement, sand and coarse aggregate, water, admixtures, curing

More information

Construction Standards PAGE

Construction Standards PAGE Construction Standards PAGE 071619-1 SECTION 071619 PART 1 - GENERAL 1.1 M.S.U. ISSUES A. Below grade construction should be protected by self-adhering sheet waterproofing in accordance with SECTION 071326

More information

B. Bidders shall acknowledge receipt of this Addendum in writing on his Proposal Form.

B. Bidders shall acknowledge receipt of this Addendum in writing on his Proposal Form. McKee and Associates Architecture and Interior Design Addendum No. TWO Date: 01.13.17 Project: NEW PARKING AT KUMPE APARTMENTS FOR THE MOULTON CITY HOUSING AUTHORITY MOULTON, ALABAMA A.1 GENERAL PROJECT

More information

ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS

ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS 6.1 DESCRIPTION This work shall consist of constructing curbs, gutters, sidewalks, ramps, local depressions and driveways of the form and dimensions shown

More information

BID NO VOLUME II. Date Due: May 7, 2018 at 10:30am

BID NO VOLUME II. Date Due: May 7, 2018 at 10:30am BID NO. 1804 Hardscape Repair At Multiple Sites Summer 2018 VOLUME II Date Due: May 7, 2018 at 10:30am BID NO. 1804 Hardscape Repair At Multiple Sites Summer 2018 - Page 1 TABLE OF CONTENTS - VOL-2 VOLUME

More information

CITY OF FARGO SPECIFICATIONS CONCRETE SIDEWALKS AND DRIVEWAYS

CITY OF FARGO SPECIFICATIONS CONCRETE SIDEWALKS AND DRIVEWAYS CONCRETE SIDEWALKS AND DRIVEWAYS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary

More information

1. Cast-in place structural concrete including footers, foundations, and other non-slab applications. 2. Formwork 3. Reinforcement

1. Cast-in place structural concrete including footers, foundations, and other non-slab applications. 2. Formwork 3. Reinforcement SECTION 03 31 00 - CAST-IN-PLACE STRUCTURAL CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Cast-in place structural concrete including footers, foundations, and other non-slab applications.

More information

SECTION CONCRETE CURB AND GUTTER, SIDEWALKS, AND DRIVEWAYS

SECTION CONCRETE CURB AND GUTTER, SIDEWALKS, AND DRIVEWAYS PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 32 13 00 CONCRETE CURB AND GUTTER, SIDEWALKS AND DRIVEWAYS A. This work includes all preparation, forming, concrete production and placement, finishing, jointing,

More information

CSI SECTION MAINTENANCE OF CONCRETE Repair & Resurfacing with Rapid Hardening, High Strength, Low-Shrink, Non-Metallic Cementitious Materials

CSI SECTION MAINTENANCE OF CONCRETE Repair & Resurfacing with Rapid Hardening, High Strength, Low-Shrink, Non-Metallic Cementitious Materials CSI SECTION 03 01 00 MAINTENANCE OF CONCRETE Repair & Resurfacing with Rapid Hardening, High Strength, Low-Shrink, Non-Metallic Cementitious Materials EDITOR NOTE: The following guideline specification

More information

SPECIAL SPECIFICATION 2042 Decorative Colored Pattern Concrete Paving

SPECIAL SPECIFICATION 2042 Decorative Colored Pattern Concrete Paving 2004 Specifications CSJ 0196-02-120 SPECIAL SPECIFICATION 2042 Decorative Colored Pattern Concrete Paving 1. Description. This Item shall govern for the furnishing and placing of colored concrete wave

More information

Construction Specification for Concrete Curb and Concrete Curb and Gutter

Construction Specification for Concrete Curb and Concrete Curb and Gutter Engineering & Construction Services Division Standard Specifications for Road Works TS 3.50 September 2017 for Concrete Curb and Table of Contents TS 3.50.01 SCOPE... 3 TS 3.50.02 REFERENCES... 3 TS 3.50.03

More information

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT).

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT). SECTION 32 13 14 CONCRETE PAVEMENT FOR VEHICULAR AREAS PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section specifies the requirements for forming and placing reinforced concrete curbs and vehicular pavement

More information

BITUMEN-SET PRECAST CONCRETE PAVING SLABS

BITUMEN-SET PRECAST CONCRETE PAVING SLABS SECTION 32 14 13.16 BITUMEN-SET PRECAST CONCRETE PAVING SLABS (1995 MasterFormat Section 02784) NOTE: This guide specification is the U.S. for concrete paving slabs adhered with a neoprene mastic to a

More information

ROWAN COUNTY AIRPORT APRIL 2017 TERMINAL EXPANSION

ROWAN COUNTY AIRPORT APRIL 2017 TERMINAL EXPANSION SECTION 02361 - TERMITE CONTROL PART 1 - GENERAL RELATED DOCUMENTS Drawings, General Conditions and Supplementary General Conditions and other Division-1 Specification Sections, apply to this Section.

More information

PRODUCT GUIDE SPECIFICATION

PRODUCT GUIDE SPECIFICATION PRODUCT GUIDE SPECIFICATION Specifier Notes: This product guide specification is written according to the Construction Specifications Institute (CSI) 3-Part Format, including MasterFormat, SectionFormat,

More information

SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS

SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS Section Page 30-1 GENERAL... 30.1 30-2 FOOTINGS... 30.1 30-3 FORMS... 30.1 30-4 REMOVAL OF FORMS... 30.1 30-5 REINFORCEMENT... 30.2 30-6 MIXING AND TRANSPORTING...

More information

LITHOCRETE ARCHITECTURAL CONCRETE PAVING

LITHOCRETE ARCHITECTURAL CONCRETE PAVING LITHOCRETE ARCHITECTURAL CONCRETE PAVING PART 1 GENERAL 1.1 GENERAL CONDITIONS A. Requirements of "General Conditions of the Contract" and of Division 1, "General Requirements," apply to work in this Section

More information

A. The scope of this standard includes recommendations for the specification of cast-in-place concrete.

A. The scope of this standard includes recommendations for the specification of cast-in-place concrete. PART 1: GENERAL 1.01 Scope of Standard A. The scope of this standard includes recommendations for the specification of cast-in-place concrete. 1.02 Related Standards A. Structural Systems (currently The

More information

SECTION PORTLAND CEMENT CONCRETE PAVEMENT. All subsurface utilities must be inspected, tested, and accepted prior to any paving.

SECTION PORTLAND CEMENT CONCRETE PAVEMENT. All subsurface utilities must be inspected, tested, and accepted prior to any paving. SECTION PORTLAND CEMENT CONCRETE PAVEMENT 1. DESCRIPTION This specification shall govern for the construction of Portland cement concrete pavement on a prepared subgrade or base course, in accordance with

More information

CONSTRUCTION SPECIFICATION FOR CONCRETE PAVEMENT AND CONCRETE BASE

CONSTRUCTION SPECIFICATION FOR CONCRETE PAVEMENT AND CONCRETE BASE ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 350 MARCH 1998 CONSTRUCTION SPECIFICATION FOR CONCRETE PAVEMENT AND CONCRETE BASE 350.01 SCOPE 350.02 REFERENCES 350.03 DEFINITIONS TABLE OF CONTENTS

More information

Multi-Institutional Academic Health Science & Research Center Evansville, IN

Multi-Institutional Academic Health Science & Research Center Evansville, IN SECTION 07 1616 - CRYSTALLINE WATERPROOFING 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 information

Stanford University Facilities Design Guidelines SECTION ASPHALT UNIT PAVING. A. ASTM C-33 Standard Specification for Concrete Aggregates.

Stanford University Facilities Design Guidelines SECTION ASPHALT UNIT PAVING. A. ASTM C-33 Standard Specification for Concrete Aggregates. SECTION 32 14 23 ASPHALT UNIT PAVING PART 1 GENERAL 1.1 DESCRIPTION Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation, and services for and incidental to performing

More information

SECTION CONCRETE TOPPING SLAB. formed concrete. 3. Division 03 Section "Ground and Polished Concrete Finishing."

SECTION CONCRETE TOPPING SLAB. formed concrete. 3. Division 03 Section Ground and Polished Concrete Finishing. SECTION 035300 PART 1 - GENERAL 1.1 SUMMARY Section includesconcrete topping slab with the following finish: 1. Abrasive-blast finish. Related Sections: 1. Division 03 Section "Cast-in-Place Concrete"

More information

CONCRETE PAVEMENTS GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 7 WATER RECLAMATION PROJECT JUNE 2013

CONCRETE PAVEMENTS GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 7 WATER RECLAMATION PROJECT JUNE 2013 WATSON ROAD FACILITY PAGE 1 OF 7 PART 1 - GENERAL 1.1 Description The work covered by this Section shall be all labour, materials, equipment, and supervision necessary to complete all concrete work shown

More information

SECTION INSTALLATION AND/OR REPLACEMENT OF MASONRY UNITS AND REPOINTING

SECTION INSTALLATION AND/OR REPLACEMENT OF MASONRY UNITS AND REPOINTING SECTION 04210 INSTALLATION AND/OR REPLACEMENT OF MASONRY UNITS AND REPOINTING PART I GENERAL 1.1 SUMMARY A. Provide installation of new or replacement of masonry units and/or repointing of masonry units

More information

SECTION BITUMINOUS CONCRETE PAVING

SECTION BITUMINOUS CONCRETE PAVING PART 1 GENERAL 1.1 SECTION INCLUDES: SECTION 02400 BITUMINOUS CONCRETE PAVING A. The intent of this specification section is to provide requirements for materials, equipment, and methods for constructing

More information

SECTION UNIT PAVERS

SECTION UNIT PAVERS PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Concrete pavers. 2. Detectable warning pavers. 3. Warning stripe pavers. 1.2 SUBMITTALS A. Product Data: For the following: 1. Pavers.

More information

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017 SECTION 02770 - CONCRETE SIDEWALKS AND CURBS PART ONE-GENERAL 1.1 DESCRIPTION 1.1.1 General Concrete curb shall be constructed as part of the restoration work that may be necessary to replace existing

More information

SECTION ~ CURB AND SIDEWALK PART 1.00 ~ GENERAL

SECTION ~ CURB AND SIDEWALK PART 1.00 ~ GENERAL SECTION 03301 ~ CURB AND SIDEWALK PART 1.00 ~ GENERAL 1.01 WORK INCLUDED A. Cast-in-place concrete curb, sidewalk and ramps. B. Granite curb. C. Detectable Warning Surface (Truncated Domes) 1.02 REFERENCE

More information

Construction Standard Specification Section Exposed Aggregate Concrete. Exposed Aggregate Concrete

Construction Standard Specification Section Exposed Aggregate Concrete. Exposed Aggregate Concrete Construction Standard Specification Section 03351 Exposed Aggregate Concrete Exposed Aggregate Concrete Part 1 GENERAL 1.01 Summary A. Section includes: Exposed Aggregate Concrete produced through the

More information

Desco Granite Flooring Specifications

Desco Granite Flooring Specifications Desco Granite Flooring Specifications PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Sections, apply

More information

GUIDE SPEC SECTION Injection Grout (IG10)

GUIDE SPEC SECTION Injection Grout (IG10) Part 1 GENERAL MASONRY UNIT RESTORATION 1.1 SUMMARY OF WORK A. For repairing, patching, injecting cracks and re-attaching stone fragments to original substrate. B. Related Sections 1. Section 01351 Special

More information

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS SECTION 32 16 13 CONCRETE CURBS, GUTTERS AND SIDEWALKS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and required

More information

Stabilizer Solutions, Inc. All Rights Reserved. Page 1 of 5

Stabilizer Solutions, Inc. All Rights Reserved. Page 1 of 5 SECTION 32 11 00 STABILIZER FOR STABILIZED AGGREGATE PAVEMENT: FIRELANES, DRIVEWAYS AND PARKING LOTS Stabilizer Solutions, Inc. 33 South 28 th Street Phoenix, AZ 85034 USA toll free 800.336.2468 p 602.225.5900

More information

SECTION FLEXIBLE PAVING

SECTION FLEXIBLE PAVING SECTION 321200 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all Drawings and other Sections of the Specifications

More information

SECTION 941 PRECAST REINFORCED CONCRETE BARRIERS

SECTION 941 PRECAST REINFORCED CONCRETE BARRIERS 941.01 Scope - This Section covers the quality and manufacture of precast reinforced concrete roadside and median barriers for highway and other off-highway traffic confinement use. The concrete traffic

More information

BIO-AQUIFER STORM SYSTEM

BIO-AQUIFER STORM SYSTEM BIO-AQUIFER STORM SYSTEM Specifications for Construction PART 1 GENERAL 1.01 SECTION INCLUDES A. Providing labor, materials, tools and equipment to furnish and install a permeable concrete paving stone

More information

P-1346 Simulator Center / Range Control Building Work Order Number USMC Base Camp LeJeune, Jacksonville, North Carolina SECTION

P-1346 Simulator Center / Range Control Building Work Order Number USMC Base Camp LeJeune, Jacksonville, North Carolina SECTION SECTION 32 16 13 CONCRETE SIDEWALKS 04/08 PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 808 REINFORCED CONCRETE VAULTS

San Antonio Water System Standard Specifications for Construction ITEM NO. 808 REINFORCED CONCRETE VAULTS San Antonio Water System Standard Specifications for Construction ITEM NO. 808 REINFORCED CONCRETE VAULTS 808.1 DESCRIPTION: Reinforced concrete vaults shall be cast-in-place and shall include reinforcing

More information

SECTION BRICK MASONRY ASSEMBLIES

SECTION BRICK MASONRY ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Face brick. 2. Mortar and grout. 3. Ties and anchors. 4. Miscellaneous masonry accessories. 1.2 SUBMITTALS A. Product Data: For each type

More information

1.02 RELATED WORK: Refer to the following sections for related work:

1.02 RELATED WORK: Refer to the following sections for related work: SECTION 4200 - CONCRETE STRUCTURES PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of header curb, retaining walls, energy dissipation structures for drainage channels, reinforced concrete

More information

SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS

SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS SECTION 30 - CONCRETE STRUCTURES TABLE OF CONTENTS Section Page 30-1 GENERAL... 30.1 30-2 FOOTINGS...30.1 30-3 FORMS... 30.1 30-4 REMOVAL OF FORMS... 30.1 30-5 REINFORCEMENT... 30.2 30-6 MIXING AND TRANSPORTING...

More information

Construction Specification for Concrete Bus Pad

Construction Specification for Concrete Bus Pad Engineering & Construction Services Division Standard Specifications for Road Works TS 3.41 June 2017 for Concrete Bus Pad Table of Contents SCOPE... 3 REFERENCES... 3 DEFINITIONS... 3 DESIGN AND SUBMISSION

More information

SECTION BRICK FLOORING

SECTION BRICK FLOORING SECTION 09 63 13 BRICK FLOORING SPEC WRITER NOTE: Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Brick flooring

More information

SECTION RIGID PAVING

SECTION RIGID PAVING SECTION 321300 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all Drawings and other Sections of the Specifications

More information

PAVING SLABS ON AGGREGATE BED FOR ROOF PLAZA DECKS

PAVING SLABS ON AGGREGATE BED FOR ROOF PLAZA DECKS SECTION 32 14 13.16 PAVING SLABS ON AGGREGATE BED FOR ROOF PLAZA DECKS (1995 MasterFormat Section 02784) Note: This guide specification for the U.S. is for paving slabs used as ballast and/or paving on

More information

MANUFACTURER S SPECIFICATIONS Section LIMESTONE PLASTER

MANUFACTURER S SPECIFICATIONS Section LIMESTONE PLASTER MANUFACTURER S SPECIFICATIONS Section 09220 LIMESTONE PLASTER LE DÉCOR LIMESTONE PART 1 GENERAL 1.1 General A. This section describes the requirements for furnishing and installing Limestone Plaster. 1.2

More information

.2 Related Work Specified Elsewhere:.1 Section Substitutions..2 Section Cast-In-Place Concrete

.2 Related Work Specified Elsewhere:.1 Section Substitutions..2 Section Cast-In-Place Concrete DIVISION 3 CONCRETE - SECTION 03345 1. GENERAL 1.1 Description.1 The Work of this Section as indicated in the Drawings or Specifications includes Bonded Concrete Topping over core slab and all other of

More information

A. Prepare formwork shop drawings using qualified professional engineer. Include detail of fabrication, assembly, and support of formwork.

A. Prepare formwork shop drawings using qualified professional engineer. Include detail of fabrication, assembly, and support of formwork. DIVISION 03 CONCRETE 03 0100 MAINTENANCE OF CONCRETE 03 0505 UNDER SLAB VAPOR BARRIER A. Sheet vapor retarder shall be polyethylene sheet, ASTM D 4397, 10 mils thick minimum. Consult with Facilities Management

More information

SECTION ASPHALT CONCRETE

SECTION ASPHALT CONCRETE SECTION 02740 ASPHALT CONCRETE PART 1. GENERAL 1.01 SECTION INCLUDES A. Work includes but is not limited to the following: 1.02 RELATED SECTIONS 1. Provide all material, labor, and equipment to prepare

More information

CHAPTER 9 - PORTLAND CEMENT CONCRETE

CHAPTER 9 - PORTLAND CEMENT CONCRETE CHAPTER 9 - PORTLAND CEMENT CONCRETE 9.1 GENERAL The work shall consist of furnishing, forming, placing, finishing, and curing Portland Cement concrete, as required. 9.2 MATERIALS 9.2.1 Portland Cement:

More information

SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS

SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS Section Page 44-1 SHOTCRETE... 44.1 44-1.01 Description... 44.1 44-1.02 Materials... 44.1 44-1.03 Proportions...

More information

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 30 CONCRETE STRUCTURES 30-1 GENERAL Concrete structures shall conform to Section 51, Concrete Structures,

More information

CONCRETE TILE PAVERS

CONCRETE TILE PAVERS Section 32 14 13 CONCRETE TILE PAVERS (1995 MasterFormat Section 02780) Note: This guide specification for the U.S. is for the installation of concrete tile paving units whose thickness are less than the

More information

Union County Vocational - Technical Schools Scotch Plains, New Jersey

Union County Vocational - Technical Schools Scotch Plains, New Jersey SECTION 096623 - RESINOUS MATRIX TERRAZZO FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division

More information

SECTION RIGID PAVING. A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section.

SECTION RIGID PAVING. A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. SECTION 321300 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all Drawings and other Sections of the Specifications

More information

SECTION CONCRETE. B. ACI 318 Building Code Requirements for Structural Concrete and Commentary

SECTION CONCRETE. B. ACI 318 Building Code Requirements for Structural Concrete and Commentary SECTION 03300 CONCRETE PART 1 GENERAL 1.01 SCOPE OF WORK Concrete foundation walls, sanitary structures, pipe encasements, thrust blocking and slabs on grade. 1.02 REFERENCES A. ACI 301 Specification for

More information

MASTERSPEC TECHNICAL SPECIFICATIONS DIVISION 03 - CONCRETE

MASTERSPEC TECHNICAL SPECIFICATIONS DIVISION 03 - CONCRETE SECTION 035300 - CONCRETE TOPPING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Emery-aggregate concrete floor topping. 2. Iron-aggregate concrete floor topping. 1.2 SUBMITTALS

More information

SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS

SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS SECTION 44 SHOTCRETE, CAST CONCRETE CHANNEL LINING, AND GROUTED COBBLE TABLE OF CONTENTS Section Page 44-1 SHOTCRETE 44-1 44-1.01 Description 44-1 44-1.02 Materials 44-1 44-1.03 Proportions 44-1 44-1.04

More information

This section applies to the design and installation of cast-in-place concrete, shotcrete, precast concrete, and post-tensioned concrete.

This section applies to the design and installation of cast-in-place concrete, shotcrete, precast concrete, and post-tensioned concrete. Basis of Design This section applies to the design and installation of cast-in-place concrete, shotcrete, precast concrete, and post-tensioned concrete. Design Criteria Use most recent version of the International

More information