minimum design & construction standards - Martin County, Florida

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SECTION XIII - INSPECTIONS AND AUTHORITY OF INSPECTORS The Department Inspectors may inspect all construction and materials and may also inspect preparation, fabrication or manufacture of components, materials and supplies. The Inspector is not authorized to revoke, alter or waive any requirements of the specifications, but is authorized and expected to call to the attention of the Developer's Engineer and/or Contractor any failure of work or materials to conform to the plans or specifications. The Inspector shall have the authority to reject materials or suspend the work until questions of issue can be referred to and decided upon by the department Director or his designated representative. The Inspector shall in no case act as foreman or perform other duties for the Project Engineer and/or Contractor nor interfere with the management of the work. Advice, which the Inspector may give, shall in no way be construed as binding to the County or releasing the Developer, his Engineer or Contractor from performing according to the intent of the plans and minimum County Standards. Inspections will be scheduled for regular working hours only, except for nights when service disruptions are involved. Scheduled inspections are required for jack and bores and pipe slippage through same, setting of wet wells, pipeline pressure testing, lift station startups with manufacturers representative present and any time an existing County facility is to be connected (i.e., manhole tie-in and water or sewer taps). Work will not be scheduled for weekends or holidays. The Department should be provided with at least two full working days notice for scheduled inspections. Inspectors will make routing passes on call to inspect such items as thrust blocks, materials on site and clearances between conflicting lines. It shall be the Developer's Engineer's responsibility to schedule inspections and their qualified representative shall be present at all scheduled tests and inspections. A scheduled inspection will be canceled if the representative is not present. The Developer's Engineer shall pretest pressure tests and lampings to minimize failures. The Developer's Engineer shall prepare accurate record drawings which shall be submitted to the Department two days before a lamping to verify adequacy of slopes. In any case, record drawings must be submitted prior to service being provided to any phase of a project. 75
A. WATER 1. FIRE HYDRANTS SECTION XIV - APPROVED PRODUCT LIST 1. Mueller Centurion 200 2. Kennedy K-81A 3. American-Darling 5 ¼” B84B 4. Clow Medallion 2. AIR RELEASE VALVES (1" inlet) 1. Valmatic V.M. 38 2. Empire 929-3 3. Crispin #PL10 4. ARI S050 and D040 3. RESILIENT SEAT GATE VALVES 4"- 20" 1. Mueller #A-2370 2. Kennedy 3. American Flow Control Series 2500 4. M & H #3067 5. Clow #F6100 4. GATE VALVES 20" AND LARGER 1. Mueller 2. American Flow Control Series 2500 3. Kennedy 5. TAPPING VALVES 1. M & H #3751 2. American Flow Control Series 2500 3. Mueller #687 4. Kennedy 5. Clow F-6100 Series 6. TAPPING SLEEVE - #304 STAINLESS STEEL WITH #304 STAINLESS STEEL BOLTS 1. JCM #432 2. Smith/Blair #662 3. Ford Fast 76
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MINIMUM DESIGN & CONSTRUCTION STAND
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10. Manholes 23 11. Inspection and
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4. Water Source 72 5. Preparation o
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) Location of Easements Easements s
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SECTION II - DESIGN GUIDELINES The
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1. Design SECTION III - POTABLE WAT
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Horizontal separation of 15 feet to
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Gate valves shall be ductile iron,
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Hydrants shall be placed within 15
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2) Intermediate Series 66 Epoxoline
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B) Any pavement cut shall be replac
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C) Preconstruction Meeting: Upon ap
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SECTION IV - SEWAGE SYSTEMS AND GRA
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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 and 72: 4. Automatic Control Valve The Auto
Page 73 and 74: SECTIONS IX, X RESERVED FOR FUTURE
Page 75 and 76: A. Water, Force, and Reclaimed Wate
Page 77 and 78: 1. Scope SECTION XII - SODDING The
Page 79: emoved from the work. 8. Watering T
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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