Vol 2 - Garney Construction

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Physical PropertyGrab Tensile Strength, lb,min.Ultraviolet RadiationResistance, % StrengthRetentionTable No. 1RequiredValueTest Method160 ASTM D463270 ASTM D4355B. Support Posts: As recommended by manufacturer of geotextile.C. Fasteners: Heavy-duty wire staples at least 1 inch long, tie wires, or hog rings,as recommended by manufacturer of geotextile.2.02 SOIL STABILIZATION SEEDA. Temporary Seed: Shall be as specified I KC APWA Division II,Section 2153.5.B. Fertilizer:1. Commercial, chemical type, uniform in composition, free-flowing,conforming to state and federal laws, and suitable for application withequipment designed for that purpose.2. Minimum Percentage of Plant Food by Weight:a. Nitrogen: 10 percent.b. Phosphoric Acid: 10 percent.c. Potash: 10 percent.C. Lime:2.03 STRAW MULCH1. Ground dolomitic limestone, not less than 85 percent total carbonatesand magnesium, ground in order that 50 percent passes through100-mesh sieve and 90 percent passes a 20-mesh sieve.2. Coarser material will be acceptable provided specified rate ofapplication is increased proportionately on basis of quantities passing100-mesh sieve.A. Clean salt hay or threshed straw of oats, wheat, barley, or rye; free from seedof noxious weeds.PW/WBG/382059TEMPORARY EROSION ANDAUGUST 15, 2012SEDIMENT CONTROL©COPYRIGHT 2012 CH2M HILL 01 57 13 - 3
PART 3EXECUTION3.01 PREPARATIONA. Engineer’s acceptance of Drainage and Erosion/Sedimentation Control Planrequired prior to starting earth disturbing activities.B. Contractor shall be responsible for phasing Work in areas allocated for theirexclusive use during Project, including proposed stockpile areas andinstallation of temporary erosion control devices, ditches, or other facilities.C. Areas set aside for Contractor’s use during Project may be temporarilydeveloped to provide satisfactory working, staging, and administrative areas.Preparation of these areas shall be in accordance with other requirementscontained within Specifications and completed in a manner to controlsediment transport away from area.3.02 SILT FENCE INSTALLATIONA. Install prior to starting earth disturbing activities.B. Construct in accordance with manufacturer’s instructions and requirementsshown on Drawings.C. Install geotextile in one piece, or continuously sewn to make one piece, forfull length and height of fence, including portion of geotextile buried in toetrench. Take precaution not to puncture geotextile during installation.D. Install bottom edge of sheet in toe trench and backfill in a way that securelyanchors geotextile in trench.E. Securely fasten geotextile to backing and each support post in a way that willnot result in tearing of geotextile when fence is subjected to service loads.F. When joints are necessary, splice geotextile together only at support post, witha minimum 6-inch overlap, and securely fasten both ends to support post.G. Geotextile shall not extend more than 34 inches above ground surface.Securely fasten to upslope side of each support post using ties. Do not staplegeotextile to existing trees.H. Remove after upslope area has been permanently stabilized.TEMPORARY EROSION ANDPW/WBG/382059SEDIMENT CONTROL AUGUST 15, 201201 57 13 - 4 ©COPYRIGHT 2012 CH2M HILL
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CONTRACT DOCUMENTS ANDSPECIFICATION
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TABLE OF CONTENTSPagesTECHNICAL SPE
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PagesDIVISION 8—OPENINGS08 06 01
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PagesDIVISION 27 (NOT USED)DIVISION
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DIVISION 43—PROCESS GAS AND LIQUI
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SECTION 01 11 00SUMMARY OF WORKPART
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5. Estimated adjustment in price cl
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2. Change Order constitutes full mu
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1.06 FIELD ORDER75 percent of the a
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B. Base estimated progress payments
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SECTION 01 31 13PROJECT COORDINATIO
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E. Construct Work in the following
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per hour). Heating shall be provide
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d. Install Belt Filter Press No. 3
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1. Roles and responsibilities of th
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4. In event of discrepancy in data
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SECTION 01 31 19PROJECT MEETINGSPAR
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1.08 FACILITY STARTUP MEETINGSA. Sc
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10. Major structural, mechanical, e
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4. Identify each activity with a un
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1.07 SCHEDULE ACCEPTANCEA. Engineer
Page 50 and 51: SECTION 01 33 00SUBMITTAL PROCEDURE
Page 52 and 53: a. Contractor’s review stamp; com
Page 54 and 55: . Distribution:1) One copy furnishe
Page 56 and 57: K. Special Guarantee: Supplier’s
Page 58 and 59: SECTION 01 42 13ABBREVIATIONS AND A
Page 60 and 61: 40. CRSI Concrete Reinforcing Steel
Page 62: 117. TCA Tile Council of North Amer
Page 65 and 66: C. Schedule manufacturer’ service
Page 67 and 68: 1. Title and objectives.2. Recommen
Page 70: OWNERMANUFACTURER’S CERTIFICATE O
Page 73 and 74: C. The presence or absence of a qua
Page 75 and 76: 1. Preparatory Phase:a. Notify Owne
Page 77 and 78: B. Content:another interim plan con
Page 79 and 80: are in compliance with the Contract
Page 82 and 83: SECTION 01 45 33SPECIAL INSPECTION
Page 84 and 85: E. Professional Observation:1. Does
Page 86 and 87: 2. Laboratory and field test report
Page 88 and 89: SECTION 01 50 00TEMPORARY FACILITIE
Page 90 and 91: E. Floor Space: Minimum 150 square
Page 92 and 93: 3.02 TEMPORARY UTILITIESA. Power:1.
Page 94 and 95: 8. Notify property owners and utili
Page 96 and 97: 2. Prior to commencing excavation a
Page 98 and 99: SECTION 01 57 13TEMPORARY EROSION A
Page 102 and 103: 3.03 SEEDINGA. Schedules:1. Perform
Page 104 and 105: SECTION 01 61 00COMMON PRODUCT REQU
Page 106 and 107: C. Unload products in accordance wi
Page 108 and 109: I. Authority Having Jurisdiction (A
Page 110: D. Repaint painted surfaces that ar
Page 113 and 114: C. Damaged or incomplete products t
Page 115 and 116: 3.02 FIELD FINISHINGA. Products wil
Page 117 and 118: esult in a deferral by Engineer to
Page 119 and 120: 3.02 FINAL CLEANINGA. At completion
Page 121 and 122: B. Instructional Manual Format:1. B
Page 123 and 124: h. Where applicable, identify insta
Page 125 and 126: c. Use only 8-1/2-inch by 11-inch s
Page 128 and 129: Equipment RecordPage 1 of 2Equipmen
Page 130 and 131: SECTION 01 91 14EQUIPMENT TESTING A
Page 132 and 133: C. Provide temporary valves, gauges
Page 134 and 135: 5. Unless otherwise indicated, furn
Page 136: UNIT PROCESS STARTUP FORMOWNER:PROJ
Page 140 and 141: SECTION 02 41 00DEMOLITIONPART 1GEN
Page 142 and 143: 1.06 SEQUENCING AND SCHEDULINGA. Th
Page 144 and 145: 3. Patching shall be as specified a
Page 146 and 147: 4. Ensure that structural elements
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1.02 DEFINITIONSp. C1583/C1583M, St
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B. Demonstration Mockup for Hand-Ap
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2.02 SYSTEM D—SITE-MIXED PORTLAND
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C. Do not use power-driven jackhamm
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D. Apply scrub coat of mortar worke
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3.08 MORTAR REPAIR FAILED TESTA. Re
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1.02 DEFINITIONSp. C1012/C1012M, St
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B. Pre-repair Conference:1. Require
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F. Splitting Tensile Strength, ASTM
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2.06 WATERF. Abrasion Resistance De
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2.10 EVAPORATION RETARDANTA. As spe
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M. Overlays:1. Square cut edges to
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3. Liquid-membrane curing compounds
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3.10 CLEANINGA. Remove excess repai
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1.04 QUALIFICATIONSA. Formwork Desi
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3. Inspect form surfaces prior to i
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SECTION 03 15 00CONCRETE JOINTS AND
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G. Thickness: Constant from bulb ed
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2.07 POURABLE JOINT FILLERSA. Fille
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3.03 INSTALLATION OF WATERSTOPSA. G
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B. Bituminous Type Premolded Joint
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SECTION 03 21 00REINFORCING STEELPA
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B. Mechanical Splices and Connectio
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3. Welded Splices: Accomplish by fu
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SECTION 03 30 00CAST-IN-PLACE CONCR
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B. Contractor’s Licensed Design E
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h. Procedures for measuring and rec
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d. Slump and placement time to main
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2.02 ANCILLARY MATERIALSA. Bonding
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Sieve Sizes2.04 CONCRETE MIXINGComb
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D. Conveyor Belts and Chutes:1. Des
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K. Cold Weather Placement:1. Unless
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3.04 REPAIRING CONCRETEA. General:1
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B. Type S-1 (Steel Troweled Finish)
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3.08 BEAM AND COLUMN FINISHESA. Typ
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2. These specimens shall be in addi
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AreaWater-holding tanks, channels,
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CONCRETE MIX DESIGN, CLASS 5000F3S1
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7. Unless otherwise permitted, mini
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Nominal Maximum Aggregate Sizein.
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D. Refer to PART 1 through PART 3 o
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Nominal Maximum AggregateSizein.
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4. Limit supplementary cementitious
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materials providing sulfate resista
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B. Preinstallation Training: Manufa
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C. Epoxy Joint Filler:1. Allow 90 d
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PART 2PRODUCTS2.01 MATERIALSA. Wate
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SECTION 03 40 00PRECAST CONCRETEPAR
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C. Mockup Panels for Architectural
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2.03 DESIGN REQUIREMENTSA. Structur
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E. Lifting and Setting Panels in Po
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SECTION 03 62 00NONSHRINK GROUTINGP
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ApplicationMachine bases 25 hp orle
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PART 3EXECUTION3.01 NONSHRINK GROUT
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SUPPLEMENT 1(Test Lab Name)(Address
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6. Perform final observation at 24
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1.04 QUALITY ASSURANCEA. Qualificat
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3.02 FIELD QUALITY CONTROLA. Specia
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c. Cast stone trim Samples not less
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2.03 MORTAR AND GROUT MATERIALSA. M
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2.07 MASONRY ACCESSORIES AND ANCILL
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2.09 GROUT PREPARATIONA. Mix grout
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G. Masonry Control Joints:1. Provid
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acid, remove stains with fiber brus
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SECTION 04 22 00CONCRETE UNIT MASON
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5. Demonstrate ability to keep insu
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C. Aggregates:1. Mortar: ASTM C144,
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3.02 PREPARATIONA. Prepare surface
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4. As units are laid, remove excess
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6. Vertical Reinforcement:a. First
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24 hours, and for additional time a
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SECTION 05 05 23WELDINGPART 1GENERA
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1.04 QUALIFICATIONSA. WPSs: In acco
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6. Supervise nondestructive testing
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SECTION 05 50 00METAL FABRICATIONSP
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ff.gg.hh.ii.jj.kk.ll.1.02 DEFINITIO
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B. Package stainless steel items in
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B. Anchor Bolt Sleeves:1. Plastic:a
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2.08 U-CHANNEL CONCRETE INSERTSA. R
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2.12 SIDEWALK DOORSA. Load Capacity
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2.14 HATCH SAFETY NETA. General:1.
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B. Components and Accessories:1. Fo
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E. Galvanizing:1. Fabricate steel t
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C. Minimum Bolt Size: 1/2-inch diam
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3.08 ELECTROLYTIC PROTECTIONA. Alum
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Service Useand Location Product Rem
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SECTION 05 52 00METAL RAILINGSPART
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c. Deflection Criteria: In accordan
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C. Rails, Posts, and Formed Elbows:
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e. Formed Aluminum Wall Flange:1) M
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PART 3EXECUTION3.01 GENERALA. Provi
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1. Treatment of Field Welds for Gal
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B. Informational Submittals:1. Spec
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2.05 FABRICATION4. Manufacturers an
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SECTION 06 10 00ROUGH CARPENTRYPART
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D. Protect fire-retardant materials
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c. Wood framing members less than 1
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B. Use FR-S rated wood on interior
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B. Weather: Clear with no precipita
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3.05 PROTECTIONA. Protect adjacent
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PART 2PRODUCTS2.01 BATT INSULATION
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SECTION 07 52 16SBS-MODIFIED BITUMI
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C. Preroofing Conference:1. Attende
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B. Membrane and Flashing Materials:
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C. Tapered Board System:1. Factory
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3.03 FIELD QUALITY CONTROLA. Concre
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C. Wind Uplift Pressure: Determine
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2.02 REGLETS AND COUNTERFLASHINGA.
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2.06 FABRICATION OF FLASHINGA. Fiel
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B. Verify nailing strips and blocki
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SECTION 07 70 01ROOF SPECIALTIES AN
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C. Manufacturers and Products:2.05
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2. Use appropriate pipe curb assemb
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1.05 SPECIAL GUARANTEEA. Product: F
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H. Type 6—One-Part Polyurethane,
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1. Mask adjacent surfaces where nec
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Joint LocationsSealant Type(s)Other
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DOOR AND HARDWARE SCHEDULEABBREVIAT
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C. Kawneer.D. Special Lite, Inc.2.0
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SECTION 08 33 23OVERHEAD COILING DO
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D. Surface Burning Characteristics,
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C. Complete wiring from disconnect
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1.03 SUBMITTALSA. Action Submittals
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2.03 FINISHJ. Isolation Tape:1. Man
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3.04 MANUFACTURER’S SERVICESA. Pr
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1.03 QUALITY ASSURANCEA. Qualificat
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6. Manufacturers and Products:a. Co
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2.09 STOPS AND HOLDERSA. BHMA A156.
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PART 3EXECUTION3.01 INSTALLATIONA.
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SECTION 08 80 00GLAZINGPART 1GENERA
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. Glass: Provide structural, physic
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3. Conforming to CPSC 16 CFR 1201 C
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B. Spacer Shims: Elastomeric materi
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B. Replacements and Repairs: Prior
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B. Informational Submittals:1. Fact
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C. Install insulated blank-off pane
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SECTION 09 06 00SCHEDULES FOR FINIS
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Space Floor Base Typical Wall Other
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1.02 DEFINITIONSA. Terms used in th
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B. Storage:1. Store products in a p
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ProductEpoxy, High SolidsPolyuretha
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3. Where the specified degree of su
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. Cleaning Methods: Steam, open fla
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4. Apply one spot coat of specified
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6. Coat units or surfaces to be bol
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1. Use on the following items or ar
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3.09 COLORSA. Match existing, unles
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3. Apply finish coats, including to
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PAINT PRODUCT DATA SHEETComplete an
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D. Finish:1. Border Face and Edge,
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F. Exit Signs (Type G):1. Material:
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PART 3EXECUTION3.01 INSTALLATION—
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MarkMaterialH-18 Sulfuric Acid(12.7
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SIGN SCHEDULESignSize Mounting Lett
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SIGN SCHEDULESignSize Mounting Lett
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1.04 ENVIRONMENTAL REQUIREMENTSA. S
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SECTION 22 10 01.02POLYVINYL CHLORI
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SECTION 22 10 01.08POLYETHYLENE (PE
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B. Drainage Products:1. General:a.
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12. WCO, Wall Cleanout:a. Material:
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SECTION 23 05 93TESTING, ADJUSTING,
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B. General:1. When adjustments are
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B. Balancing Log Report Requirement
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D. Smoke Safety Control:1. Locate d
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2. Service:a. Process Fluid: Air, u
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k. A1008/A1008M, Standard Specifica
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1.04 QUALITY ASSURANCE5) Hangers an
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4. For ductwork that is required to
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B. Elbows:1. Fit square-turn elbows
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2.09 DUCTWORK HANGERS AND SUPPORTSA
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. Size to allow insertion of pitot
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2. Determine location of spin-in af
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B. Manual Dampers:1. Provide balanc
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SECTION 23 31 16.16THERMOSET FIBERG
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1.04 DELIVERY, STORAGE, AND HANDLIN
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C. Keep use of flanges to a minimum
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. Blades: Fiberglass reinforced pla
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SECTION 23 37 00AIR OUTLETS AND INL
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SECTION 23 77 00AIR HANDLING UNITSP
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1.03 SUBMITTALS14. IEC: Internation
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1.04 QUALITY ASSURANCEA. Fans: Lice
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2. Guard faces of expanded metal ha
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C. Unit Base:b. Sized and located t
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3) Selected for average life (ABMA
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2. Media Schedule:a. Main Filter:1)
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2) Sized and located to provide eas
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2.10 SOURCE QUALITY CONTROLA. Facto
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3.02 FIELD QUALITY CONTROLA. Functi
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AIR HANDLING UNITSEQUIPMENT ID NUMB
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SECTION 23 81 00UNITARY AIR-CONDITI
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1.04 QUALITY ASSURANCEA. Heating an
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D. Refrigeration Components:1. Refr
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4. Disconnects: Factory installed n
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C. Anchor Bolts: Type 316 stainless
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3.04 MANUFACTURER’S SERVICESA. Pr
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