DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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SECTION 02510PAVEMENT AND CONCRETE CURBSPART 1 - GENERAL1.01 SECTION INCLUDESA. This section covers aggregate base course, bituminous pavement and concrete curbs.1.02 RELATED WORKA. Division 3 - Concrete1.03 QUALITY STANDARDSA. Governing Standards. Except as otherwise specified or shown, materials, equipment, andconstruction methods for pavement shall comply with the applicable provisions of Section 39of the Caltrans Standard Specifications.B. AASHTO M17, M140, M147, M208, M226, T89, T90, T96, T180.1.04 SUBMITTALSA. In accordance with Section 01330.B. Submit samples of aggregate and asphalt cement as required by General Standard.PART 2 - PRODUCTS2.01 AGGREGATE BASE COURSE AND BITUMINOUS PAVEMENTA. Aggregate base course:1. Class 2, ¾-inch maximum in conformance with Section 26, Aggregate Bases of theCALTRANS standard specifications.B. Bituminous Pavement:1. Type B, ½-inch maximum grading in conformance with Section 39, Asphalt Concreteof the CALTRANS standard specifications.C. Thickness shall be a minimum of 4-inches.PART 3 - EXECUTION3.01 GENERALA. Drives, parking areas, curb, and walks shall be constructed to the lines, grades, and crosssections indicated on Drawings. Type of construction shall be as indicated on the Drawingsand as specified herein.02510 - 111/07 PAVEMENT, CURBS, AND WALKS
B. Cutting Existing Pavement: Contractor shall take all necessary precautions to protect existingpavement or surfacing. Asphalt and concrete that must be removed shall be cut to a neat lineprior to removal, and the resulting clean edge shall be protected during construction. If thisedge is damaged, the existing pavement shall be cut again until a neat edge is obtained.C. Preparation of Subgrade: Subgrade shall be thoroughly compacted and properly shaped beforeany surfacing materials are placed. No concrete or hot bituminous pavement shall be placed onsubgrade that is frozen, muddy, or has frost or water thereon.3.02 BITUMINOUS PAVEMENTA. Aggregate base course shall be placed and compacted on top of finished and compactedsubgrade. Placement and compaction methods shall be as specified in the governing standards.B. Prior to placing the hot bituminous pavement, the top surface of the aggregate base courseshall be given a prime coat of diluted asphalt emulsion applied as specified in the governingstandards for hot bituminous pavement. In addition, the exposed edge of existing asphalt, newor existing concrete, or metal castings that will not have hot bituminous pavement placedagainst them shall be coated with a tack coat as specified in the governing standards for hotbituminous pavement.C. Hot bituminous pavement shall then be placed in one lift, to the grades shown on theDrawings. The placement and compaction of the hot bituminous pavement shall be asspecified in the governing standards.3.03 CONCRETE CURBSA. Concrete curb shall be constructed in the locations and to the shape indicated on the drawings.B. Compact each layer of subgrade to a minimum of 95 percent of Standard Proctor density(ASTM-D698).C. Expansion joints shall be placed at changes in direction and at intervals not greater than 50feet. Expansion joints shall be ¾ inch wide, filled to within one inch of the surface withbituminous expansion joint material cut of the shape of the curb section. Dowels shall beplaced across expansion joints as indicated on the drawings.D. Contraction joints shall be provided at intervals of not more than 10 feet. Contraction jointsshall consist of a groove at least 1-1/2 inch deep sawed in the green concrete or a plane ofweakness formed by inserting a removable metal template.E. All expansion and contraction joints shall be filled flush to the surface with joint sealingcompound. The joint sealing compound shall be finished slightly concave and shall not beallowed to overflow the joint.02510 - 211/07 PAVEMENT, CURBS, AND WALKS
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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
Page 29 and 30: 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: 3.2 PERMANENT PAVEMENT REPLACEMENTA
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 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
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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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