DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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F. All exposed edges of curb shall be rounded with a suitable edging tool. Exposed surfaces shallbe finished smooth and even with a steel trowel and then given a light broom finish.END OF SECTION02510 - 311/07 PAVEMENT, CURBS, AND WALKS
SECTION 02725AGGREGATE BASE COURSEPART 1 GENERAL1 .1 DESCRIPTIONA. The work of this section consists of furnishing and placing aggregate, and filler if required, on aprepared subgrade.1 .2 SUBMITTALSA. As specified in Section 01330.B. Two copies of certified weight tickets for each load of aggregate delivered to project site.C. If materials are obtained from a commercial source, submit certification from the suppliercertifying that aggregate base course meets the requirements of this section.1 .3 QUALITY ASSURANCEA. Testing required to determine compliance with the requirements for the work of this section willbe the responsibility of the Contractor.PART 2 PRODUCTS2 .1 AGGREGATEA. Clean, hard, durable fragments or particles of crushed stone, crushed slag, or crushed or naturalgravel. Materials that break up due to freeze-thaw or wet-dry cycling shall not be used.1. Coarse Aggregate: AASHTO T96-77, percentage of wear of not more than 50.2. Fraction passing No. 40 sieve shall have a liquid limit not to exceed 25 and a plasticityindex of not more than 6, as determined by AASHTO T89-81 and T90-81, respectively.3. Material, inclusive of filler, shall meet following screen analysis requirements by weight:Sieve SizePercent Passing3/4-inch 100No. 4 30 - 65No. 8 25 - 50No. 200 3 - 152 .2 FILLER02725-1AGGREGATE BASE COURSE
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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
Page 31 and 32: B. Quality Control Staff: The Contr
Page 33 and 34: CONTRACTOR'S Q.C. DAILY REPORTREPOR
Page 35 and 36: TEST REPORT INFORMATION SHEETCONTRA
Page 37 and 38: C. When temporary connections are r
Page 39 and 40: SECTION 01520FIELD OFFICES AND SHED
Page 41 and 42: F. When pedestrian traffic is detou
Page 43 and 44: 3 .3 AIR AND WATER POLLUTION CONTRO
Page 45 and 46: SECTION 01720FIELD ENGINEERINGPART
Page 47 and 48: C. On completion of the total proje
Page 49 and 50: A. Provide four complete sets of da
Page 51 and 52: 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: B. Cutting Existing Pavement: Contr
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 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
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1.6 DELIVERY, STORAGE, AND HANDLING
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B. Enter and exit through structure
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F. Prior to exposing the connection
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5. After required contact period, d
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PART 2 - PRODUCTS2.1 MANUFACTURERSA
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3.2 PREPARATIONA. Correct defects o
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SECTION 15064PIPE: PLASTIC (PVC) PR
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PART 3 - EXECUTION3.01 EXAMINATIONA
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3.05 CLEANINGA. Clean in accordance
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2 .2 ISOLATION HANGERSA. General: F
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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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