DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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of the test time, the test section is returned to test pressure by adding ameasured amount of liquid. If the amount of make-up water added doesnot exceed the values listed below, leakage is not indicated.Nominal Pipe SizeMake-Up Water Allowance(IN)(U.S. Gallons/100 FT Pipe)2 0.116 0.603) Non-monitored make-up water test procedure consists of initialexpansion, and test phases. For the initial expansion phase, make-upwater is added as required to maintain the test pressure for three hours.For the test phase, the test pressure is reduced by 10 psi. If the pressureremains steady (within 5% of the target value) for an hour, no leakage isindicated.4) If the test is not completed due to leakage, equipment failure, etc.,depressurize the test section, and then allow it to “relax” for at least eighthours before bringing the test section up to test pressure again.d. Hydrostatic testing of PVC pipe shall show that at the specified test pressure, theallowable leakage shall not exceed 0.01 gallons per hour per inch diameter per100 feet of piping.3.7 CLEANING AND DISINFECTIONA. Cleaning1. Clean interior of piping systems thoroughly before installing.2. Maintain pipe in clean condition during installation.3. Before jointing piping, thoroughly clean and wipe joint contact surfaces and then properlydress and make joint.4. Immediately prior to pressure testing, clean and remove grease, metal cuttings, dirt, or otherforeign materials which may have entered the system.5. At completion of work and prior to final acceptance, thoroughly clean work installed underthese specifications. Clean equipment, fixtures, pipe, valves, and fittings of grease, metalcuttings, and sludge which may have accumulated by operation of system, from testing, orfrom other causes. Repair any stoppage or discoloration or other damage to parts of building,its finish, or furnishings, due to failure to properly clean piping system, without cost toGovernment.B. Disinfection of Potable Water Systems1. After favorable performance of pressure test and prior to final acceptance, thoroughly flushentire potable water piping system any appurtenant devices and perform disinfection asprescribed.2. Perform work, including preventative measures during construction, in full compliance toprovide flushing velocity of not less than 2.5 FT per second.3. As allowed by local authority, drain flushing water to sanitary sewer. Do not drain flushingwater to receiving stream.4. Use continuous feed method of application. Completely isolate system during disinfectionprocedure.15060 - 804/08 PIPING AND PIPE FITTINGS: GENERAL STATEMENT
5. After required contact period, dechlorinate and flush system to remove all heavily chlorinatedwater. As allowed by local authority, drain dechlorinated flushing water to sanitary sewer.6. After final flushing and before placing water in service, obtain an independent laboratoryacceptable to the Contracting Officer, to collect samples and test for bacteriological quality.Repeat entire disinfection procedures until satisfactory results are obtained.7. Secure and deliver to Contracting Officer, satisfactory bacteriological reports on samplestaken from system. Insure sampling and testing procedures are in full compliance to AWWAC651, local water purveyor and applicable requirements of State of California.END OF SECTION15060 - 904/08 PIPING AND PIPE FITTINGS: GENERAL STATEMENT
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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
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 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: F. Prior to exposing the connection
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
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
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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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