James Kenney Park SPECIFICATION TABLE OF CONTENTS
James Kenney Park Renovations100% Construction DocumentsJuly 8, 2019James Kenney ParkSPECIFICATION TABLE OF CONTENTSDIVISION 01Section 01 71 23 – Field EngineeringDIVISION 02Section 02 41 00 – DemolitionDIVISION 05Section 05 70 05 – Landscape MetalworkDIVISION 06Section 06 20 10 – Site CarpentryDIVISION 09Section 09 96 23 – Graffiti-Resistant CoatingsDIVISION 11Section 11 68 00 – Play Equipment & StructuresDIVISION 31Section 31 10 00 – Site Preparation & Plant ProtectionSection 31 23 00 – Excavation & FillSection 31 23 33 – Trenching & BackfillingDIVISION 32Section 32 05 23 – Cement & Concrete for Exterior ImprovementsSection 32 13 12 – Site Landscape ConcreteSection 32 15 40 – Decomposed Granite PavingSection 32 18 16 – Playground SurfacingSection 32 31 00 – Fences & GatesSection 32 33 00 – Site FurnishingsSection 32 84 00 – IrrigationSection 32 90 00 – Planting
James Kenney Park RenovationsSection 32 91 18 – Landscape BouldersDIVISION 33Section 33 14 16 – Site Water Utility Distribution PipingSection 33 30 00 – Sanitary Sewerage UtilitiesSection 33 40 00 – Stormwater Utilities100% Construction DocumentsJuly 8, 2019
James Kenney Park RenovationsJuly 8, 2019SECTION 01 71 23FIELD ENGINEERING (Construction Surveying)PART 1 - GENERAL1.1SECTION INCLUDESA.The Owner will retain the services of a registered Professional, authorized in the Stateof California to practice Land Surveying, to establish the alignment and elevation forsite improvements shown on the Civil Engineering drawings.The Owner will contract with the Professional to establish project control and to provide one set of construction stakes, which in the Owner’s judgment are necessary forthe Contractor to complete the following improvements1.Site clearing and pavement saw cut lines.2.Establish site rough grade.3.Sanitary sewer and related structures outside of the building.4.Storm drain and related structures outside of the building larger than 6-inches indiameter.5.Water lines outside of the building larger than 4-inches in diameter.B.1.2The Contractor is responsible for establishing the alignment and elevation for site improvements which are not included as an Owner furnished service.SUBMITTALS FOR REVIEWA.Maintain a complete accurate log of work performed for which the contractor is responsible. Record and report deviations from the required lines and levels to theOwner’s Representative. Submit Record Drawings and related documentation to theOwner’s Representative.B.The Owner’s Representative will provide the Contractor with request forms for construction stakes. The Contractor shall prepare a written staking request and providethe Owner’s Representative at least five (5) days before stakes will be used. Illegiblesurvey requests, requests without proper notifications, and those that lack pertinentinformation which are deemed deficient may delay Field Engineering. The Contractoris not entitled to additional compensation or an extension of contract time for work delays resulting from deficient survey requests.PART 2 - PRODUCTS2.1MATERIALSA.The Contractor shall supply all necessary materials required to perform work relatedto this section.Field Engineering01 71 23 - 1
James Kenney Park RenovationsJuly 8, 2019PART 3 - EXECUTION3.1PREPARATIONA.3.2The Contractor is responsible for protecting and preserving established survey control, construction stakes and property monuments. The Contractor will provide theOwner’s Representative with at least five (5) days written notice before conductingwork in areas where construction activity has the potential of damaging propertymonuments, so that the Professional authorized to practice Land Surveying can identify the location of the monument to perpetuate its location. Survey control points andproperty monuments which are disturbed during construction will be reset by the licensed professional at the Contractor’s expense.PROJECT SURVEY REQUIREMENTSA.The Contractor is responsible for establishing lines and levels, locating and laying out:1.2.Batter boards for structures.Mechanical and electrical work.END OF SECTIONField Engineering01 71 23 - 2
James Kenney Park RenovationsJuly 8, 2019SECTION 02 41 00DEMOLITIONPART 1 - GENERAL1.11.2SUMMARYA.Removing above-grade site improvements within limits indicated.B.Disconnecting, capping or sealing, and abandoning site utilities in place.C.Disconnecting, capping or sealing, and removing site utilities.D.Disposing of objectionable material.RELATED SECTIONSA.1.31.4Section 31 23 00 – Excavation and Fill.DEFINITIONSA.ANSI: American National Standards Institute.B.CAL-OSHA: California Occupational Safety and Health Administration.PROJECT CONDITIONSA.Except for materials indicated to be stockpiled or to remain the Owner’s property, cleared materials are the Contractor's property. Remove cleared materialsfrom site and dispose of in lawful manner.B.Salvable Improvements: Carefully remove items indicated to be salvaged andstore where indicated on plans or where designated by the Owner. Avoid damaging materials designated for salvage.C.Unidentified Materials: If unidentified materials are discovered, including hazardous materials that will require additional removal other than is required bythe Contract Documents, immediately report the discovery to the Owner. If necessary, the Owner will arrange for any testing or analysis of the discovered materials and will provide instructions regarding the removal and disposal of theunidentified materials.PART 2 - PRODUCTS2.1SOIL MATERIALSA.DemolitionBackfill excavations resulting from demolition operations with on-site or importmaterials conforming to structural backfill defined in Section 31 23 00 Excavation and Fill.02 41 00 - 1
James Kenney Park RenovationsJuly 8, 2019PART 3 - EXECUTION3.13.2PREPARATIONA.Protect and maintain benchmarks and survey control points during construction.B.Protect existing site improvements to remain during construction.RESTORATIONA.3.33.4Restore damaged improvements to their original condition, as acceptable to theOwner.UTILITIESA.Locate, identify, disconnect, and seal or cap off utilities indicated to be removedor abandoned.B.Arrange to shut off indicated utilities with utility companies or verify that utilitieshave been shut off.C.Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner orothers unless authorized in writing by the Owner, and then only after arrangingto provide temporary utility services according to requirements indicated.D.Coordinate utility interruptions with utility company affected.E.Do not proceed with utility interruptions without the permission of the Owner andutility company affected. Notify Owner and utility company affected two workingdays prior to utility interruptions.F.Excavate and remove underground utilities that are indicated to be removed.G.Securely close ends of abandoned piping with tight fitting plug or wall of concrete minimum 6-inches thick.SITE IMPROVEMENTSA.Remove existing above- and below-grade improvements as indicated and asnecessary to facilitate new construction.B.Remove slabs, paving, curbs, and gutters, as indicated. Where concrete slabs,curb, gutter and asphalt pavements are designated to be removed, remove bases and subbase to surface of underlying, undisturbed soil.C.Unless the existing full-depth joints coincide with line of pavement demolition,neatly saw-cut to full depth the length of existing pavement to remain beforeremoving existing pavement. Saw-cut faces vertically.Demolition02 41 00 - 2
James Kenney Park RenovationsD.3.5Remove driveways, curbs, gutters and sidewalks by saw cutting to full depth. Ifsaw cut falls within 30-inches of a construction joint, expansions joint, scoremark or edge, remove material to joint, mark or edge.BACKFILLA.3.6July 8, 2019Place and compact material in excavations and depressions remaining after siteclearing in conformance with Section 31 23 00 ExcavationDISPOSALA.Remove surplus obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off the Owner’s property.END OF SECTIONDemolition02 41 00 - 3
James Kenney Park RenovationsJuly 8, 2019SECTION 05 70 05LANDSCAPE METALWORKPART 1 - GENERAL1.1DESCRIPTIONA. Provide all labor, materials and equipment as required for complete, finishedinstallation of metalwork as shown on the drawings and specified including thefollowing items:1.Steel anchors and bolts to secure play elements and site furniture.2.Railings3.Miscellaneous landscape metalB. Metal fabrication includes plates, bars, strips, tubes, pipes and castings made fromiron and steel that are not specifically listed herein.1.2REFERENCES AND STANDARDSA. "Code for Arc and Gas Welding in Building Construction" of American Welding Society,AWSD1.1, latest edition, with current supplements and addenda, is hereby made apart of this Section and miscellaneous metalwork shall conform to the applicablerequirements therein, except as otherwise specified herein or shown on the drawings.Nothing contained herein shall be construed as permitting work that is contrary to coderequirements or governing rules and regulations.B. All work shall conform to the American Institute of Steel Construction Specifications fordesign, erection and fabrication, and acceptable standards of good practice. Finishedmembers shall be true to line and free from twists and bends.C. SSPC "Steel Structures Painting Manual, Volume 2, Systems and Specifications".D. National Association of Architectural Metal Manufacturers (NAAMM): Metal FinishesManual1.3SUBMITTALS, per Section 01 32 30A. Product Data: Furnish manufacturer’s literature including paint, grout andrecommendations for cleaning.B. Shop Drawings: Shall show dimensions, sizes, thicknesses, gauges, finishes, joiningattachments and relationship of work to adjoining construction. Where items must fitand coordinate with finished surfaces and/or constructed spaces, take measurementsat site and not from drawings. Where concrete, masonry or other materials must beset to exact locations to receive work, furnish assistance and directions necessary topermit other trades to properly locate their work. Where welded connectors, concreteor masonry inserts are required to receive work, shop drawings shall show exactlocations required, and all such drawings shall be furnished to the trades responsiblefor installing the connectors or inserts. Catalogue work sheets showing illustrated cutsof item to be furnished, scale details and dimensions may be submitted for standardmanufactured items.Landscape Metalwork05 70 05 -1
James Kenney Park Renovations1.July 8, 2019Provide templates for anchorage installations by others.C. Samples: Furnish finish samples of uncoated steel anchor and bolts. Certificates:Submit certification signed by California registered civil or structural engineer indicatingcompliance with Contract Documents and code requirements where required.1.4SYSTEM DESCRIPTIONA. Design Requirements: Drawings indicate metal sizes and shapes; unless otherwisespecifically indicated, design components and fabrications of gages and thicknesses towithstand anticipated loads as required by California Building Code.1.Railings: Support a lateral force of 50 lbs./lin. Ft. uniform load and 200 lbs. at anysingle point without permanent set or damage; ASTM E 935.a.Top Rails: Design to support minimum 200 lb. concentrated single pointload applied at any point vertically or horizontally.B. Rail Regulatory Requirements:1.Access: Comply with California Building Code and Americans with DisabilitiesAct Accessibility Guidelines (ADAAG) Access Requirements and finishes asdesignated by NAAMM “Metal Finishes Manual” and “Pipe Railing Manual” andreferenced standards. Rails shall be welded construction; cap exposed ends.2.Building Code: Comply with requirements of applicable building codes for railingdesign, except where more restrictive codes are specified.1.5QUALITY ASSURANCEA. Fabricator Qualifications: Firm with minimum five years successful experiencefabricating metal items similar to those required for Project.PART 2 - MATERIALS2.1BASIC MATERIALS AND ACCESSORIESA. Steel Tubing: ASTM A500 (cold-formed), Minimum Grade B, seamless whereexposed.B. Steel Pipe: ASTM A53, Type S, seamless, Grade A, minimum standard weight, STDor Schedule 40, unless otherwise noted.C. Miscellaneous steel plates and structural steel shapes conforming to ASTM A36-(latestedition).D. Bolts: Structural grade steel, ASTM A307-(latest edition), with suitable hex nuts andwashers, all galvanized except where noted otherwise.E. Structural Steel Sheet: Hot rolled, ASTM A1011; or cold rolled, ASTM A 1008, Class 1of grade required for design loading.F. Castings: Gray iron, ASTM A 48, Class 30; malleable iron, ASTM A47.G. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, eithermalleable iron ASTM A47 or cast steel ASTM A27. Provide bolts, washers and shimsas required, hot-dip galvanized, ASTM A153.Landscape Metalwork05 70 05 -2
James Kenney Park RenovationsJuly 8, 2019H. Fasteners and Rough Hardware: Type as required for specific usage; provide zinccoated fasteners for exterior use or where built into exterior walls.I. Welding Materials: AWS D1.1, type required for materials being welded.J. Castings: Gray iron, ASTM A 48, Class 30; malleable iron, ASTM A 47.K. Screws: Galvanized zinc, electro-plated or brass.L. Welding Electrodes: As permitted by AWS A5.M. Galvanizing:1.Galvanize fabricated items as shown and specified after fabrication inaccordance with ASTM A123-09.2.Parts shall be made in suitable sections. First clean in a hot pickling bath toremove scale and then rinse clean with clear water. After pickling and washing,dip parts in liquid zinc tank sufficient length of time to heat parts to zinctemperature, then remove and allow to drip and cool; straighten as required.N. Non-Metallic Shrinkage Resistant Grout: Premixed, nonmetallic, non-corrosive, nonstaining, shrinkage resistant product containing selected silica sands, Portlandcement, shrinkage compensating agents, plasticizing and water-reducing agents,complying with CE-CRD-C621 and ASTM C1107, free of gas-producing or gasreleasing agents, oxidizing catalysts, inorganic accelerators and chlorides. Provide oneof the following:1."Five Star Grout" (U.S. Grout Corp.).2."Masterflow 713" (Master Builders Co.).3."Crystex" (L&M Construction Chemicals, Inc.).O. Fasteners and Anchorage Devices: Provide fasteners complying with the requirementsof Industrial Fasteners Institute standards. Type, grade, class and style best suited forthe respective purpose. Use countersunk flat-head Phillips type machine screws forexposed fasteners, except where Allen head screws are required. Use galvanizedsteel or stainless steel fasteners for exterior construction and for fastening componentsfabricated of galvanized steel except where specified otherwise. Fasteners exposed infinish surfaces to match finish of adjacent surfaces.P. Component Connections: Fabricate component connections to support specifieddesign loads.Q. Material Selection: Select materials for straightness, free of defects and irregularities.1.Exposed-to-view surfaces exhibiting pitting, seam marks, roller marks, “oilcanning”, stains, discolorations, and imperfections on finished units are notacceptable.R. Joints: Make exposed joints flush butt type, hairline joints where mechanicallyfastened; provide concealed connection devices with hidden fasteners.1.Fabricate continuous items with joints neatly fitted and secured.2.Ease exposed edges to approximate 1/32” uniform radius.3.Fabricate joints exposed to weather in manner to exclude water or provide weepholes where water could accumulate.Landscape Metalwork05 70 05 -3
James Kenney Park RenovationsJuly 8, 2019S. Welding: Comply with AWS for recommended practices in welding each type ofmaterial; provide welds behind finished surfaces without distortion or discoloration onexposed side; dress exposed and contact surfaces.T. Exposed Mechanical Fastenings: Flush countersunk fasteners unobtrusively located,consistent with design of structure.U. Assemblage: fit and shop assemble in largest practical sections for site delivery.V. Dissimilar Materials: Separate dissimilar materials with bituminous paint whereconcealed, with preformed separators, or similar method to prevent corrosion.2.2SPECIALLY FABRICATED PRODUCTSA. Handrails: Make all bar railings of milled steel unless noted otherwise; all connectionswelded. Where pipe railing are required, make from (1-1/2) outside diameter seamlesssteel pipe unless noted otherwise. Fabricate in largest sections feasible; all shopjoints welded; all field joints with concealed sleeves and pins.1.1.5” O.D. Steel Tube HSS1 1/2x0.12B. Handrail Design: Continuous railings conforming to applicable code and designrequirements. Construct to support a concentrated load of 250 lbs. Applied at anypoint and in any direction and for a uniform load of 50 lbs. Per foot applied in anydirection. The concentrated and uniform loading conditions shall not be appliedsimultaneously.2.3SHOP PAINTINGA. General:1.Shop paint miscellaneous metal work, except members or portions of membersto be embedded in concrete or masonry, surfaces and edges to be field weldedunless otherwise specified.2.Remove oil, grease and similar contaminants in accordance with SSPC SP-1"Solvent Cleaning", prior to any additional surface preparation specified.3.Clean and prepare metal surfaces before applying shop coat. Remove rust andmill scale in accordance with SSPC SP-3 "Power Tool Cleaning".4.Immediately after surface preparation, apply primer in accordance withmanufacturer's instructions. Use painting methods which will result in fullcoverage and dry film thickness specified.5.Apply one shop coat of primer to fabricated metal items, except apply 2 coats ofprimer to surfaces inaccessible after assembly or erection. In addition, apply oneshop coat of finish paint to entire surfaces of exterior loose lintels, shelf andrelieving angles, dunnage and other items as noted or specified. Change color ofsecond or finish coat to distinguish it from the first coat.6.Separate dissimilar metals with one coat of dielectric separator. Do not extendcoating onto exposed or finished surfaces.7.Application: Do not paint when ambient temperature is below 40 F. Paint in dryweather or under cover; paint over dry rust-free surfaces. Stir paint and keep atuniform consistency during application. Apply paint by brush or spray permanufacturer's directions to a dry film thickness of not less than 1.5 mils(approximately 370-375 SF of surface per gallon); do not thin paint in excess ofmanufacturer's recommendations. Allow paint to dry before handling or shipment.Landscape Metalwork05 70 05 -4
James Kenney Park RenovationsJuly 8, 2019B. Exposed Exterior Items:1.Apply the following cleaning, treatment and painting to exterior work which will befully exposed or only partially exposed, and to exposed interior work in areasdesignated as high humidity areas.2.Clean by "Solvent Cleaning" method specified in SSPC-SP 1, followed by "PowerTool Cleaning" to remove loose mill scale and rust by methods specified inSSPC-SP 3, followed by "Pickling" to remove remaining mill scale and rust bymethods specified in SSPC-SP 8. Power tool cleaning and pickling may beomitted from work fabricated from cold-rolled or cold-finished stock, and fromcastings, provided surfaces are not heavily rusted.3.Apply pretreatment as recommended by ferrous metal primer manufacturer.4.Apply prime coat of ferrous metal primer immediately after pretreatment touniform dry film thickness.C. Preparation of Galvanized Metal Ferrous Metal1.Surface preparation:a.Existing galvanized metal: SSPC-SP1 Solvent Clean to remove visible andsoluble surface contaminants.b.New galvanized metal shall be prepared per SSPC-SP16 Brush-Off BlastCleaning of Non-Ferrous Metals to create a dense, uniform and a
Jul 16, 2019 · James Kenney Park Renovations 100% Construction Documents July 8, 2019 . James Kenney Park SPECIFICATION TABLE OF CONTENTS . Cement & Concrete for Exterior Improvements Section 32 13 12 – Site Landscape Concrete .
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