minimum design & construction standards - Martin County, Florida

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The control valve shall be warranted, by the manufacturer, to be free from defects in material and workmanship for a period of three years from the date of shipment, provided the valve is installed and used in accordance with published instructions and application recommendations. Components supplied as part of the pilot control circuitry, but not manufactured by the valve manufacturer shall convey individual warranties; these warranties shall never be less than one year from date of assembled valve shipment. The valve manufacturer shall be capable of providing a complete cavitation profile to Martin County for each subject valve installation. A factory-trained representative shall provide start-up and training services to Martin County at no charge. The control valve representative must be fully qualified for warranty and non-warranty service and not subcontract for these services. Valve shall be inch angle pattern, with 125/150 lb. Flanged ends. The valve shall be AMES Co., Inc., 4” and larger model 951/651 A-15-43-02-38-SS-2Pg, 3” and smaller model 951/651 AD-15-43-02-38-2Pg as manufactured by AMES Co., Inc., Woodland CA 95776. Note: Select 951 full ported or 651 reduced port valve based on best match to flow requirements. Developer shall submit signed and sealed flow calculations from his Engineer of Record or Registered Landscape Architect complete with manufacturer’s data for review and approval by Martin County Utilities and Solid Waste. 67
SECTIONS IX, X RESERVED FOR FUTURE USE 68
Page 1 and 2:
MINIMUM DESIGN & CONSTRUCTION STAND
Page 3 and 4:
10. Manholes 23 11. Inspection and
Page 5 and 6:
4. Water Source 72 5. Preparation o
Page 7 and 8:
) Location of Easements Easements s
Page 9 and 10:
SECTION II - DESIGN GUIDELINES The
Page 11 and 12:
1. Design SECTION III - POTABLE WAT
Page 13 and 14:
Horizontal separation of 15 feet to
Page 15 and 16:
Gate valves shall be ductile iron,
Page 17 and 18:
Hydrants shall be placed within 15
Page 19 and 20:
2) Intermediate Series 66 Epoxoline
Page 21 and 22: B) Any pavement cut shall be replac
Page 23 and 24: C) Preconstruction Meeting: Upon ap
Page 25 and 26: SECTION IV - SEWAGE SYSTEMS AND GRA
Page 27 and 28: Sewer mains shall be laid accuratel
Page 29 and 30: Adjustment to proper grade shall be
Page 31 and 32: The sewer main, house laterals and
Page 33 and 34: Joints for ductile iron pipe shall
Page 35 and 36: AWWA C-500, latest revision. Valves
Page 37 and 38: to provide advance notification of
Page 39 and 40: 12. Horizontal Directional Drilling
Page 41 and 42: SECTION VI - SEWAGE PUMPING STATION
Page 43 and 44: TNEMEC 1) Primer: TNEME-ALUMINUM MA
Page 45 and 46: panel's control circuitry, shut dow
Page 47 and 48: eceptacle shall be used as manufact
Page 49 and 50: ) Radio. and the floats will contro
Page 51 and 52: 1. General SECTION VII - RECLAIMED
Page 53 and 54: A minimum 5 foot horizontal separat
Page 55 and 56: Coat: Urethane or equal (2.0 to 3.0
Page 57 and 58: 9. Reclaimed Water Service Lines an
Page 59 and 60: shopping centers, Developer's Engin
Page 61 and 62: for sizes 12” diameter through 16
Page 63 and 64: controller/display panel. The Depar
Page 65 and 66: • Level sensing devices require a
Page 67 and 68: 1. General Section VIII Pressurized
Page 69 and 70: 3. Reuse Water Sensor a) Sensor Sel
Page 71: 4. Automatic Control Valve The Auto
Page 75 and 76: A. Water, Force, and Reclaimed Wate
Page 77 and 78: 1. Scope SECTION XII - SODDING The
Page 79 and 80: emoved from the work. 8. Watering T
Page 81 and 82: A. WATER 1. FIRE HYDRANTS SECTION X
Page 83 and 84: 11. CORPORATIONS 1. Ford 1" FB1000G
Page 85 and 86: 2. American Flow Control Series 250
Page 87 and 88: 5. Clow F 5345 6. MECHANICAL JOINT
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minimum design & construction standards - Martin County, Florida

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