DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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C. Water Reducing Admixture: ASTM C494, Type A.1. Subject to compliance with requirements recommended by manufacturer, provide one of thefollowing:a. "Eucon WR 75" - Euclid Chemical Co.b. “WRDA 64” - Grace Const. Productsc. “Pozzolith 322N" - Master Buildersd. “Plastocrete 161" - Sika Chemical Co.D. High Range Water Reducing Admixture (Superplasticizer): ASTM C494, Type F or G. Holdmaximum slump to less than 6 inches with water-cement ratio specified. Use superplasticizer in wallsand any other locations at contractor’s option.1. Subject to compliance with requirements recommended by manufacturer, provide one of thefollowing:a. “Eucon 37" - Euclid Chemical Co.b. “ADVA 100” - Grace Const. Productsc. “Pozzolith 400N" - Master Buildersd. “Sikament 86" - Sika Chemical Co.E. Non-Corrosive, Non-Chloride Accelerator: ASTM C494, Type C or E. The admixture manufacturermust have long-term, non-corrosive test data (of at least a year's duration) using an acceptableaccelerated corrosion test method such as electrical potential measurements.1. Subject to compliance with requirements recommended by manufacturer, provide one of thefollowing:a. "Accelguard 80" - Euclid Chemical Co.b. “PolarSet” - Grace Const. Productsc. “Pozzolith NC534" - Master Buildersd. “Plastocrete 161FL” - Sika Chemical Co.F. Retarding Admixture: ASTM C494, Type D.1. Subject to compliance with requirements recommended by manufacturer, use one of thefollowing:a. "Eucon Retarder 75" - Euclid Chemical Co.b. “Daratard 17” - Grace Const. Productsc. “Pozzolith 122R" - Master Buildersd. “Plastiment” - Sika Chemical Co.G. Use of admixtures will not relax cold weather placement requirements.2.5 PATCHING GROUTA. Portland cement, water, and fine sand passing a No. 30 mesh sieve.B. Sika Top 122 plus, manufactured by Sika Corporation, or approved equivalent.2.6 NONSHRINK GROUTA. Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizingagents; capable of developing a minimum compressive strength of 8,000 psi in 28 days.1. Subject to compliance with requirements, use one of the following:a. “Masterflow 928” – Master Buildersb. “Five Star Grout” – Five Star Products03300 - 604/07 CAST-IN-PLACE CONCRETE
2.7 SLEEVESA. Unless noted otherwise on the drawings, sleeves shall consist of galvanized steel schedule 40 pipe,two pipe sizes larger than the carrier pipe.2.8 OTHER EMBEDDED ITEMSA. Items encased in concrete shall not be painted.2.9 BONDING AGENTA. Construction joint bonding agent.1. Subject to compliance with requirements, use one of the following:a. “Day-Chem Ad Bond (J-40)” – Dayton Superiorb. “Superior Concrete Bonder (J-41)” – Dayton Superiorc. “EUCO Weld” – Euclid Chemical CompanyB. Epoxy bonding agent.1. Subject to compliance with requirements, use one of the following:a. "Sikadur 32" - Sika Chemical Co.b. “Sika Armatec 110" - Sika Chemical Co.c. "Resi-Bond" - Dayton Superiord. "Concresive LPL" - Master Builders2.10 CURING MATERIALSA. Curing compound or material shall be compatible with required finishes and/or coatings. Must mettthe requirements of ASTM C309 or ASTM C171.B. Sheet Materials: ASTM C171 and ASTM D 4397, 4-mil polyethylene film or waterproof paper.C. Spray Applied Membrane Forming Liquids (applied in accordance with ACI 301).1. Subject to compliance with ASTM C309 requirements, use one of the following:a. "Kure-N-Seal" - Sonnebornb. "Safe Cure & Seal (J-18)" - Dayton Superiorc. "Masterkure 200W" - Master Buildersd. “Eucocure VOX” – Euclid Chemical Co.D. Moisture cure surfaces where curing compound or material are incompatible with required finishesand/or coating.E. Water: Clean and not detrimental to concrete.2.11 ANCHORING SYSTEMSA. Anchor Bolts: ASTM F 1554 Grade 36, unless otherwise indicated.B. Adhesive Anchors: “HIT HY 150” Injection Adhesive Anchor – Hilti Fastening System or approvedequal.03300 - 704/07 CAST-IN-PLACE CONCRETE
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RED FIR MAINTENANCE FACILITYHVAC CO
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DIVISION 3 - CONCRETE03300 Cast-In-
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1. Install new 9,200 gallon propane
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A. Prior to Mobilization1. Safety P
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SECTION 01120NATURAL FEATURES PROTE
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D. Fastening ropes, cables, or guys
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SECTION 01270DEFINITION OF BID ITEM
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SECTION 01310PROJECT MEETINGSPART 1
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SECTION 01330SUBMITTALSPART 1 GENER
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2. All sets of shop drawings, manuf
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TRANSMITTAL CONTINUATION - NATIONAL
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used in archeologically sensitive a
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1 .3 QUALITY ASSURANCEA. Clauses en
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SECTION 01420REFERENCE STANDARDSPAR
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NEMA National Electrical Manufactur
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B. Quality Control Staff: The Contr
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CONTRACTOR'S Q.C. DAILY REPORTREPOR
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TEST REPORT INFORMATION SHEETCONTRA
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C. When temporary connections are r
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SECTION 01520FIELD OFFICES AND SHED
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F. When pedestrian traffic is detou
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3 .3 AIR AND WATER POLLUTION CONTRO
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SECTION 01720FIELD ENGINEERINGPART
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C. On completion of the total proje
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A. Provide four complete sets of da
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EQUIPMENT DATA SHEETEquipment Item:
Page 53 and 54: I. Separate demolition area from bu
Page 55 and 56: A. Remove demolition debris daily o
Page 57 and 58: (d)Repairs or replacements are to b
Page 59 and 60: 3 .2 DEMOLITIONA. Asphalt Concrete
Page 61 and 62: 3 .3 DEMOLITIONA. Work systematical
Page 63 and 64: 3 .3 EXCAVATIONA. Excavate to lines
Page 65 and 66: C. Make excavation large enough to
Page 67 and 68: 3. After receipt of the written req
Page 69 and 70: D. Observe following trenching crit
Page 71 and 72: 1. Under roadway crossings or pavem
Page 73 and 74: END OF SECTION02332-2WATERING
Page 75 and 76: A. Preparation: Install soil retent
Page 77 and 78: PART 3 EXECUTION3 .1 MARKING TAPEA.
Page 79 and 80: 3.2 PERMANENT PAVEMENT REPLACEMENTA
Page 81 and 82: B. Cutting Existing Pavement: Contr
Page 83 and 84: SECTION 02725AGGREGATE BASE COURSEP
Page 85 and 86: B. Width: Plan dimension, plus or m
Page 87 and 88: B. Job-Mix Formula: Before producin
Page 89 and 90: 2. The paver shall be equipped with
Page 91 and 92: C. A uniform compacted thickness sh
Page 93 and 94: 2 .3 VINYL COATED POSTSA. Steel Pip
Page 95 and 96: E. Gate Hardware: Set keepers, stop
Page 97 and 98: SECTION 02855BOLLARDSPART 1 GENERAL
Page 99 and 100: SECTION 03300CAST-IN-PLACE CONCRETE
Page 101 and 102: 1.4 SUBMITTALSA. Shop Drawings:1. A
Page 103: C. Chairs, Bolsters, Bar Supports,
Page 107 and 108: C. Placement: Place reinforcement a
Page 109 and 110: B. Non-supporting forms (sides of c
Page 111 and 112: 3.11 DAMAGED OR DEFECTIVE CONCRETEA
Page 113 and 114: B. Fine and coarse Aggregates1. Agg
Page 115 and 116: B. Mixing and Delivery1. Conform to
Page 117 and 118: SECTION 09900PAINTINGPART 1 - GENER
Page 119 and 120: B. Protect from freezing or damage.
Page 121 and 122: 4. Remove by brush, air blast, or v
Page 123 and 124: Q. Assure hardware and accessories,
Page 125 and 126: SECTION 15050BASIC MATERIALS AND ME
Page 127 and 128: A. General: Provide adjustable pipe
Page 129 and 130: PIPE TYPEPIPE SIZE (INCHES)MAXIMUMS
Page 131 and 132: SECTION 15060PIPE AND PIPE FITTINGS
Page 133 and 134: 1.6 DELIVERY, STORAGE, AND HANDLING
Page 135 and 136: B. Enter and exit through structure
Page 137 and 138: F. Prior to exposing the connection
Page 139 and 140: 5. After required contact period, d
Page 141 and 142: PART 2 - PRODUCTS2.1 MANUFACTURERSA
Page 143 and 144: 3.2 PREPARATIONA. Correct defects o
Page 145 and 146: SECTION 15064PIPE: PLASTIC (PVC) PR
Page 147 and 148: PART 3 - EXECUTION3.01 EXAMINATIONA
Page 149 and 150: 3.05 CLEANINGA. Clean in accordance
Page 151 and 152: 2 .2 ISOLATION HANGERSA. General: F
Page 153 and 154: H. Pipe: Provide seismic restraint
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A. Engraved anodized aluminum or en
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END OF SECTION15075-4MECHANICAL IDE
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B. Storage: Do not store materials
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equirements of 400 degrees Fahrenhe
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SECTION 15090PIPE SUPPORT SYSTEMSPA
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3.4 SCHEDULEA. General: Locate pipe
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C. Operation and Maintenance Manual
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SECTION 15101GATE VALVESPART 1 - GE
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3.4 FIELD QUALITY CONTROLA. Repair
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K. Products as manufactured by G.A.
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2.07 SILENT CHECKA. Ductile iron or
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SECTION 15114SPECIAL VALVESPART 1 -
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SECTION 15130PUMPSPART 1 GENERAL1 .
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B. Install pumps in accordance with
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F. Mount the remote meter display o
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A. Cap all openings in pipes and va
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2. 1-1/2-inch to 2-inch: Flow capac
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3 .2 PIPE INSTALLATIONA. Clean all
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d. If the meter test hand moves, ex
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SECTION 15400PLUMBING SYSTEMSPART 1
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2 .7 PIPE SLEEVESA. As specified in
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A. As specified in Section 15050.3
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3. Welders whose qualifications hav
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2) Gaskets: ASME B16.21-92. Gaskets
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B. Tank shall be grit-blasted, prim
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G. Internal Valves: 400-psi WOG, 15
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B. Provide angle iron pipe supports
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position. All propane system valves
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4. Pipe supports5. Bollards (see Se
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11. Include scale range, ratings, c
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F. Safety Relief Valves: Brass or b
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PART 3 EXECUTION3 .1 PIPE APPLICATI
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B. Install thermometer wells in ver
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1. Location of automatic and manual
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venting and sealed combustion. Insu
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F. Automatic high limit shall shut
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B. Filters: 1-inch thick pleated, 2
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4. Interconnection wiring diagrams
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C. Electronic Operators: Operator s
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A. Install a pressure gauge adjacen
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B. Demonstrate complete system oper
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B. Contractor shall furnish for app
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A. General: Conduct tests in the pr
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4. Materials and equipment shall be
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3 .3 DEMONSTRATIONA. As specified i
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3. Raceways at vibrating equipment
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A. Electrical Cabinet shall be NEMA
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3 .7 TRANSIENT VOLTAGE PROTECTIONA.
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3 .2 GROUND RINGA. Install conducto
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SECTION 16131ELECTRICAL PULLBOXESPA
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SECTION 16210ELECTRIC SERVICEPART 1
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SECTION 16401UNDERGROUND SECONDARYP
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PART 3 EXECUTION3 .1 EXTENSIONS INT
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3.2 INSTRUMENT CALIBRATIONA. The co
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protected as recommended by the equ
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DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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