DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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E. Cutting1. Do not damage interior lining material during cutting2. Use abrasive wheel-cutters or saws.3. Make square cuts.4. Bevel and free cut ends of sharp edges after cutting.F. Support exposed pipe in accordance with Sections 15060 and 15090.G. Install buried piping in accordance with Sections 15060 and 02320.3.4 FIELD QUALITY CONTROLA. Test piping systems in accordance with Section 15060.3.5 CLEANINGA. Clean in accordance with Section 15060.END OF SECTION15062 - 511/07 PIPE: DUCTILE IRON
SECTION 15064PIPE: PLASTIC (PVC) PRESSUREPART 1 - GENERAL1.01 DESCRIPTIONA. The work of this section consists of all PVC Type 1, and CPVC, piping, fittings andappurtenances for pressure applications. All AWWA C900 and C905 PVC piping, fittings andappurtenances for pressure applications. All ASTM D2241 PVC piping, fittings, andappurtenances for pressure applications.1.02 RELATED SECTIONSA. Section 15060 - Pipe and Pipe Fittings: General StatementB. Section 15090 - Pipe Support Systems1.03 REFERENCESA. American Society for Testing and Materials (ASTM)1. D1785, Poly (Vinyl Chloride) (PVC) Plastic Pipe (Sch. 40, 80 and 120).2. D2241, Poly (Vinyl Chloride) (PVC) (SDR Series)3. D2464, Threaded (PVC) Plastic Pipe Fittings, Schedule 804. D2466, Socket Type (PVC) Plastic Pipe Fittings, Schedule 405. D2467, Socket Type (PVC) Plastic Pipe Fittings, Schedule 806. D2564, Solvent Cements for (PVC) Plastic Pipe, Tubing and Fittings7. D2855, Making Solvent Cemented Joints with PVC Pipe and Fittings8. D3139, Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals.9. F438, Socket-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings,Schedule 4010. F439, Socket-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings,Schedule 8011. F441, Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 8012. F477, Standard Specification for Elastometric Seals, Gaskets for Joining Plastic Pipe13. F593, Stainless Steel Bolts, Hex Cap Screws, and StudsB. American Water Works Association (AWWA)1. C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 IN through 12 IN, for WaterDistribution2. C905, Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14 INthrough 36 IN3. M23, PVC Pipe - Design and Installation1.03 SUBMITTALSA. Certifications and Testing consistent with Section 01300 and including1. See Section 1506015064 - 111/07 PIPE: PLASTIC (PVC) PRESSURE
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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
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3 .2 DEMOLITIONA. Asphalt Concrete
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3 .3 DEMOLITIONA. Work systematical
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3 .3 EXCAVATIONA. Excavate to lines
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C. Make excavation large enough to
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3. After receipt of the written req
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D. Observe following trenching crit
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1. Under roadway crossings or pavem
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END OF SECTION02332-2WATERING
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A. Preparation: Install soil retent
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PART 3 EXECUTION3 .1 MARKING TAPEA.
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3.2 PERMANENT PAVEMENT REPLACEMENTA
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B. Cutting Existing Pavement: Contr
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SECTION 02725AGGREGATE BASE COURSEP
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B. Width: Plan dimension, plus or m
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B. Job-Mix Formula: Before producin
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2. The paver shall be equipped with
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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 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: 3.2 PREPARATIONA. Correct defects o
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
Page 161 and 162: equirements of 400 degrees Fahrenhe
Page 163 and 164: SECTION 15090PIPE SUPPORT SYSTEMSPA
Page 165 and 166: 3.4 SCHEDULEA. General: Locate pipe
Page 167 and 168: C. Operation and Maintenance Manual
Page 169 and 170: SECTION 15101GATE VALVESPART 1 - GE
Page 171 and 172: 3.4 FIELD QUALITY CONTROLA. Repair
Page 173 and 174: K. Products as manufactured by G.A.
Page 175 and 176: 2.07 SILENT CHECKA. Ductile iron or
Page 177 and 178: SECTION 15114SPECIAL VALVESPART 1 -
Page 179 and 180: SECTION 15130PUMPSPART 1 GENERAL1 .
Page 181 and 182: B. Install pumps in accordance with
Page 183 and 184: F. Mount the remote meter display o
Page 185 and 186: A. Cap all openings in pipes and va
Page 187 and 188: 2. 1-1/2-inch to 2-inch: Flow capac
Page 189 and 190: 3 .2 PIPE INSTALLATIONA. Clean all
Page 191 and 192: d. If the meter test hand moves, ex
Page 193 and 194: 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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