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Irrigation well project manual-1992
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Irrigation well project manual-1992
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Last modified
8/22/2023 5:49:28 PM
Creation date
10/16/2017 3:04:24 PM
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x Address Old
House Number
2865
Street Name
North Shore
Street Type
Drive
Address
2865 North Shore Dr
Document Type
Misc
PIN
0911723240001
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shall be uniforml and continuousl su its entire length on fum, stable, � <br /> Buned pipe Y Y PP�� <br /> materials suitable for use with the pipe materials specified. All bacl�'ill materials shall be � <br /> compacted to a minimum 90-percent Standard Proctor Density,or as otherwise specified by the <br /> Owner or Owne�s Representative. Large or eacessive numbers of small voids shall not be <br /> pemnitted. � <br /> The PVC pipelines shall be installed without sags in the grade to allow complete drainage of the <br /> pipe when required. A tee with a 1-inch W�e to grade shall be installed at the high point in the � <br /> 4-inch PVC line betwaen the maintenance bnilding and the garden will extend to the garden area. <br /> A quick coupler will be installod by others at this locatian for air release and line drainage. <br /> 4.3.4 Mechanical Pive Connections ' <br /> Mechanical pipe connoctions will be made at the transidon from DIP w PVC and where new � <br /> piping connects with the riser pipe of the existing water tower. All mechanical joints shall be <br /> watertight and designed for minimum wo�cing pressure of 120 psi Joints shall be tightened and <br /> secured in a�ccordance with the manufacwre�'s recommendations. � <br /> 4.3.5 Piveline Ro�d Crossina <br /> The PVC ' lines shall be a ered under or installed in a i casing jacked under County Road , <br /> P1Pe u8 P Pe <br /> S1 (North Shore Drive). The Contracta shall be responsible for coordinadng this work with the � <br /> County Public Works Department and following their requirements. The Contractor shall locate <br /> and protect exisdng utilities from damage. If damage occurs,repair of any existing utiliaes shall <br /> be the Cont�actor's responsibility. , <br /> 4.3.6 Yressure Testina <br /> All water lines shall be pressure test�ad with sir as directed by tt�e Engineer to verify that the lines t <br /> are leak free. <br /> 4.4 METHOD OF MEASUREMENT AND PAYMENT , <br /> Yayment for all the materials,equipment,and labor necessary to conswct the well and otherwise satisfy � <br /> the cont:act shall be made through the various bid items included in the proposal. Payment will be made <br /> only for those items approved fa o�swction and acwally constructed and accepted. Payment for any <br /> labor, materials, and equipment necessaq+ W satisfy the contract which is not provided for in d�ese , <br /> payment it�ems shall be assumed to.be ic�i�tal. ff the well cannot be completed or meet these <br /> Specifications due�unexpected geologic c�nditions,payment will be made for payment items used in <br /> construcdon of the abandoned well. If the well cannot be completed or meet these Specifications for 1 <br /> any other reason�no payment will be made on payment itzms used in constr�cdon of the abandoned well. <br /> 4.4.1 �,in� � <br /> Pipe of each designation will be measured by length in lineal feet along the centerline of pipe. � <br /> Tenninal points of ineasnrement will be the point of connection with in-place pipe,the point of <br /> TS-4� L <br /> , <br />
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