03 33 00 - 008 - PVC Waterstop - Garney Construction

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Colorado River Municipal Water DistrictWard County Water Supply Expansion ProjectSubmittal 03 33 00 – 008-A – PVC WaterstopTable of ContentsPage 1Garney Cover LetterPage 2Garney Table of ContentsPage 3 Specification 03 33 00Page 33Greenstreak PVC Waterstop CatalogPage 45Greenstreak PVC Waterstop Installation Guide
03 30 00 CAST-IN-PLACE CONCRETE1.00 GENERAL1.01 SUMMARYA. Furnish labor, materials, mixing and transporting equipment and incidentals necessary toproportion, mix, transport, place, consolidate, finish and cure concrete in the structure.1.02 DEFINITIONSA. Cementitious Materials: Portland cement alone or in combination with one or more of thefollowing: blended hydraulic cement, fly ash and other pozzolans, ground granulated blastfurnaceslag, and silica fume; subject to compliance with requirements.1.03 SUBMITTALSA. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shallinclude:1. Shop Drawings:a. Mix design: For each concrete mix, complete the form “Concrete Mix Design” andone of the following forms: “Documentation of Required Average Strength – FieldStrength Test Record” or “Documentation of Average Strength – Trial Mixtures.”b. Submit a schedule to the Owner’s representative which shows the sequence ofconcrete placements.2. Certified Test Reports:a. Materials used in the trial mix design.b. Aggregate, conforming to ASTM C33, including the test reports for soundness andabrasion resistance.c. Aggregate:1). Verification that aggregate is not “potentially reactive” per ASTM C289.2). Or a cement chemical analysis indicating that the total alkali content isacceptable per Paragraph 2.02A.d. 7-day and 28-day compressive strength tests results. When more than (15) 28-daycompressive tests results are available from the current project for a given class ofconcrete, include the 15-test running average compressive strength versus therequired average compressive strength (based on the previous 15 tests) in graphicalform.3. Record Data: Manufacturer’s literature on specified materials.1.04 QUALITY ASSURANCEA. Installer Qualifications: An experienced installer who has completed concrete work similarin material, design, and extent to that indicated for this Project and whose work hasresulted in construction with a record of successful in-service performance.Cast-In-Place Concrete 03 30 00 - 1CMD11269 – Ward County Transmission System Expansion – Contract C6 – Below Slab TPS, OPS, and WPS
Page 1: Garney Construction785 E WarrenGard
Page 5: 1.06 STANDARDSA. Mixing, sampling,
Page 9 and 10: 2.03 ADMIXTURESA. Air Entraining Ad
Page 11 and 12: D. Finishing Aid: Spraying material
Page 13 and 14: 2. ACI 211.1 shall be the basis for
Page 15 and 16: . If field test data are available
Page 17 and 18: B. The mixing time for stationary m
Page 19 and 20: 3. Armored Joints: Carefully constr
Page 21 and 22: 1. If air temperature is at or belo
Page 24 and 25: 5. Provide one vibrator (powered pn
Page 26 and 27: No FinishSmooth FinishSurfaces whic
Page 28 and 29: necessary and acceptable under the
Page 30 and 31: ecommendations of patching material
Page 32 and 33: END OF SECTIONCast-In-Place Concret
Page 34 and 35: Choose The Right WaterstopWaterstop
Page 36 and 37: G r e e n s t r e a k P V C W a t e
Page 38 and 39: Ribbed with Centerbulb / Tear Web70
Page 40 and 41: Base Seal / Crack Inducer776 STD. W
Page 42 and 43: R e t r o f i t / S p e c i a l A p
Page 44 and 45: Strip Applied Waterstops And Inject
Page 46: PVC Waterstop Installation GuideSpl

03 33 00 - 008 - PVC Waterstop - Garney Construction

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