DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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C. Float Finish:1. Place, consolidate, strike off, and level concrete, but do not work it further until ready forfloating. Begin floating when water sheen has disappeared and when the surface hasstiffened sufficiently.2. During or after the first floating, check planeness of surface with a 10-foot straightedgeapplied at not less than two different angles, and then cut down all high spots and fill all lowspots to achieve a true plane within 1/4 inch in 10 feet.3. Refloat slab immediately to a uniform sandy texture.3.10 CURING AND PROTECTIONA. General: Beginning immediately after placement, protect concrete from drying, excessively hot orcold temperatures, and mechanical injury. Keep moisture loss to a minimum until cement hashydrated and concrete is cured.B. Curing:1. Formed Surfaces: Keep forms wet. Cool metal forms exposed to the sun with water. Formsshall remain in place for 7 days unless a curing method as specified below is used.2. Duration of Curing: 7 days minimum.3. Methods of curing shall be as follows:a. Provide moisture-retaining cover curing as follows: Cover concrete surfaces withmoisture-retaining cover for curing concrete, placed in widest practical width withsides and ends lapped at least 3" and sealed by waterproof tape or adhesive.Immediately repair any holes or tears during curing period using cover material andwaterproof tape.b. Provide water curing as follows: Keep concrete surface continuously wet bycovering with water, or continuous water-fog spray. Cover concrete surface withabsorptive cover, thoroughly saturate cover with water and keeping continuouslywet. Place absorptive cover to provide coverage of concrete surfaces and edges, with4" lap over adjacent absorptive covers.c. Provide Liquid Membrane Forming Curing Compound as follows: Apply specifiedcuring and sealing compound to concrete surfaces as soon as final finishingoperations are complete (within 2 hours). Apply uniformly in continuous operationby power-spray or roller in accordance with manufacturer's directions. Recoat areassubjected to heavy rainfall within 3 hours after initial application. Maintaincontinuity of coating and repair damage during curing period. Use LiquidMembrane Curing Compound only as approved by the Project Manager.C. Protection:1. In cold weather, maintain the moisture conditions but also, by heating or covering, maintaintemperature of the concrete between 50 degrees F and 70 degrees F for a period of at least 7days.2. In hot weather, take immediate steps to protect newly finished concrete from the dryingeffects of wind and sun, and maintain temperature of the air surrounding the concreteuniform within 5 degrees F in any one hour or 50 degrees F in any 24-hour period. Thetemperature of concrete when placed shall not exceed 90 degrees F.3. During curing period, protect concrete from mechanical damage, loading, shock, andvibration.03300 - 1204/07 CAST-IN-PLACE CONCRETE
3.11 DAMAGED OR DEFECTIVE CONCRETEA. Remove damaged or defective concrete before completion and acceptance of the work and replacewith acceptable concrete.END OF SECTION03300 - 1304/07 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:
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I. Separate demolition area from bu
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A. Remove demolition debris daily o
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(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 and 104: C. Chairs, Bolsters, Bar Supports,
Page 105 and 106: 2.7 SLEEVESA. Unless noted otherwis
Page 107 and 108: C. Placement: Place reinforcement a
Page 109: B. Non-supporting forms (sides of c
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
Page 155 and 156: A. Engraved anodized aluminum or en
Page 157 and 158: END OF SECTION15075-4MECHANICAL IDE
Page 159 and 160: 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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