DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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3 .4 ENFORCEMENTA. The Contractor shall stop work on any item or feature pending satisfactory correction of anydeficiency noted by the quality control staff or the Contracting Officer. Construction shall notproceed on any feature of work containing uncorrected work.END OF SECTION01430-302/08 CONTRACTOR QUALITY CONTROL
CONTRACTOR'S Q.C. DAILY REPORTREPORT NO. _________ SHEET 1 OF _________PROJECT CONTRACT NO. DATEPARKCONTRACTOR'S REPRESENTATIVE ON THE JOBWEATHER (Rain, Snow, Cloudy,Windy, etc.)RAINFALLInchesTEMPERATUREMAX.MIN.GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)1. PRIME CONTRACTORNO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ONJOBNO.UNITSHRS. WORKINGYES NO CommentsWORK PERFORMED BY PRIME CONTRACTOR:MATERIALS DELIVEREDOFFICIAL VISITORS TO SITE2A. SUBCONTRACTOR, _____________________________________________: (If more than one subcontractor use copies offollowing page.)NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ONJOBNO.UNITSHRS. WORKINGYES NO CommentsWORK PERFORMED BY SUBCONTRACTOR:3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)Type and Location of Testing: ____________________________________________________________________________________5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-TESTINGREQUIRED:6. REMARKS:7. CERTIFICATION:I certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this dayby the prime contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance withthe plans and specifications except as may be noted above. ____________________________________________________________Contractor's Designated Quality Control Representative01430-402/08 CONTRACTOR QUALITY CONTROL
Page 1 and 2: RED FIR MAINTENANCE FACILITYHVAC CO
Page 3 and 4: DIVISION 3 - CONCRETE03300 Cast-In-
Page 5 and 6: 1. Install new 9,200 gallon propane
Page 7 and 8: A. Prior to Mobilization1. Safety P
Page 9 and 10: SECTION 01120NATURAL FEATURES PROTE
Page 11 and 12: D. Fastening ropes, cables, or guys
Page 13 and 14: SECTION 01270DEFINITION OF BID ITEM
Page 15 and 16: SECTION 01310PROJECT MEETINGSPART 1
Page 17 and 18: SECTION 01330SUBMITTALSPART 1 GENER
Page 19 and 20: 2. All sets of shop drawings, manuf
Page 21 and 22: TRANSMITTAL CONTINUATION - NATIONAL
Page 23 and 24: used in archeologically sensitive a
Page 25 and 26: 1 .3 QUALITY ASSURANCEA. Clauses en
Page 27 and 28: SECTION 01420REFERENCE STANDARDSPAR
Page 29 and 30: NEMA National Electrical Manufactur
Page 31: B. Quality Control Staff: The Contr
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 and 82: B. Cutting Existing Pavement: Contr
Page 83 and 84:
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
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2 .3 VINYL COATED POSTSA. Steel Pip
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E. Gate Hardware: Set keepers, stop
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SECTION 02855BOLLARDSPART 1 GENERAL
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SECTION 03300CAST-IN-PLACE CONCRETE
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1.4 SUBMITTALSA. Shop Drawings:1. A
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C. Chairs, Bolsters, Bar Supports,
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2.7 SLEEVESA. Unless noted otherwis
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C. Placement: Place reinforcement a
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B. Non-supporting forms (sides of c
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3.11 DAMAGED OR DEFECTIVE CONCRETEA
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B. Fine and coarse Aggregates1. Agg
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B. Mixing and Delivery1. Conform to
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SECTION 09900PAINTINGPART 1 - GENER
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B. Protect from freezing or damage.
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4. Remove by brush, air blast, or v
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Q. Assure hardware and accessories,
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SECTION 15050BASIC MATERIALS AND ME
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A. General: Provide adjustable pipe
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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
Page 169 and 170:
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
Page 249 and 250:
3 .7 TRANSIENT VOLTAGE PROTECTIONA.
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3 .2 GROUND RINGA. Install conducto
Page 253 and 254:
SECTION 16131ELECTRICAL PULLBOXESPA
Page 255 and 256:
SECTION 16210ELECTRIC SERVICEPART 1
Page 257 and 258:
SECTION 16401UNDERGROUND SECONDARYP
Page 259 and 260:
PART 3 EXECUTION3 .1 EXTENSIONS INT
Page 261 and 262:
3.2 INSTRUMENT CALIBRATIONA. The co
Page 263 and 264:
protected as recommended by the equ
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DIVISION 1 - GENERAL REQUIREMENTS - IDEAS-EC

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