Vol 2 - Garney Construction

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4. In event of discrepancy in data or staking provided by Owner, requestclarification before proceeding with Work.5. Retain professional land surveyor or civil engineer registered in state ofProject who shall perform or supervise engineering surveying necessaryfor additional construction staking and layout.6. Maintain complete accurate log of survey Work as it progresses as aRecord Document.7. On request of Engineer, submit documentation.8. Provide competent employee(s), tools, stakes, and other equipment andmaterials as Engineer may require to:a. Establish control points, lines, and easement boundaries.b. Check layout, survey, and measurement Work performed byothers.c. Measure quantities for payment purposes.PART 2PART 3PRODUCTS (NOT USED)EXECUTION3.01 SALVAGE OF MATERIALSA. Coordinate items to be salvaged with Engineer/Owner. Where applicable,remove material/equipment with extreme care so as not to damage for futureuse.3.02 CUTTING, FITTING, AND PATCHINGA. Cut, fit, adjust, or patch Work and work of others, including excavation andbackfill as required, to make Work complete.B. Obtain prior written authorization of Engineer and Owner before commencingWork to cut or otherwise alter:1. Structural or reinforcing steel, structural column or beam, elevated slab,trusses, or other structural member.2. Weather- or moisture-resistant elements.3. Efficiency, maintenance, or safety of element.4. Work of others.C. Refinish surfaces to provide an even finish.1. Refinish continuous surfaces to nearest intersection.2. Refinish entire assemblies.3. Finish restored surfaces to such planes, shapes, and textures that notransition between existing work and Work is evident in finishedsurfaces.PW/WBG/382059PROJECT COORDINATIONAUGUST 15, 2012 01 31 13 - 11©COPYRIGHT 2012 CH2M HILL
D. Restore existing work, Underground Facilities, and surfaces that are to remainin completed Work including concrete-embedded piping, conduit, and otherutilities as specified and as shown.E. Make restorations with new materials and appropriate methods as specified fornew Work of similar nature; if not specified, use recommended practice ofmanufacturer or appropriate trade association.F. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrationsthrough surfaces and fill voids.G. Remove specimens of installed Work for testing when requested by Engineer.END OF SECTIONPROJECT COORDINATIONPW/WBG/38205901 31 13 - 12 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL
Page 1 and 2: CONTRACT DOCUMENTS ANDSPECIFICATION
Page 4 and 5: TABLE OF CONTENTSPagesTECHNICAL SPE
Page 6 and 7: PagesDIVISION 8—OPENINGS08 06 01
Page 8 and 9: PagesDIVISION 27 (NOT USED)DIVISION
Page 10: DIVISION 43—PROCESS GAS AND LIQUI
Page 14: SECTION 01 11 00SUMMARY OF WORKPART
Page 17 and 18: 5. Estimated adjustment in price cl
Page 19 and 20: 2. Change Order constitutes full mu
Page 21 and 22: 1.06 FIELD ORDER75 percent of the a
Page 23 and 24: B. Base estimated progress payments
Page 26 and 27: SECTION 01 31 13PROJECT COORDINATIO
Page 28 and 29: E. Construct Work in the following
Page 30 and 31: per hour). Heating shall be provide
Page 32 and 33: d. Install Belt Filter Press No. 3
Page 34 and 35: 1. Roles and responsibilities of th
Page 38 and 39: SECTION 01 31 19PROJECT MEETINGSPAR
Page 40: 1.08 FACILITY STARTUP MEETINGSA. Sc
Page 43 and 44: 10. Major structural, mechanical, e
Page 45 and 46: 4. Identify each activity with a un
Page 47 and 48: 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
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E. Floor Space: Minimum 150 square
Page 92 and 93:
3.02 TEMPORARY UTILITIESA. Power:1.
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8. Notify property owners and utili
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2. Prior to commencing excavation a
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SECTION 01 57 13TEMPORARY EROSION A
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Physical PropertyGrab Tensile Stren
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3.03 SEEDINGA. Schedules:1. Perform
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SECTION 01 61 00COMMON PRODUCT REQU
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C. Unload products in accordance wi
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I. Authority Having Jurisdiction (A
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D. Repaint painted surfaces that ar
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C. Damaged or incomplete products t
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3.02 FIELD FINISHINGA. Products wil
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esult in a deferral by Engineer to
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3.02 FINAL CLEANINGA. At completion
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B. Instructional Manual Format:1. B
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h. Where applicable, identify insta
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c. Use only 8-1/2-inch by 11-inch s
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Equipment RecordPage 1 of 2Equipmen
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SECTION 01 91 14EQUIPMENT TESTING A
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C. Provide temporary valves, gauges
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5. Unless otherwise indicated, furn
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UNIT PROCESS STARTUP FORMOWNER:PROJ
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SECTION 02 41 00DEMOLITIONPART 1GEN
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1.06 SEQUENCING AND SCHEDULINGA. Th
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3. Patching shall be as specified a
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4. Ensure that structural elements
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3. Products, equipment and applianc
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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
Page 318 and 319:
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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