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GJN3502 Wildish Contract
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GJN3502 Wildish Contract
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Last modified
1/20/2010 1:55:32 PM
Creation date
7/9/2008 10:48:29 AM
Metadata
Fields
Template:
PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
003502
GL_Project_Number
985014
Identification_Number
2004100501
COE_Contract_Number
2004-00020
Retention_Destruction_Date
10/25/2016
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03/05/2004 FRI 17:00 FAR 541 682 60J0 CITY EUGENE PW ENG -~-~-~ WILDISH CONSTRUCTION I~j007/028 <br />• <br />(ADD) If additional passes are required, place squarely on top of the first pass, within t 1/16 <br />inch. <br />00862.43 QUALITY OF WORK <br />{DELETE) From the Special Specifications, the entire section. <br />00862.90 GENERAL <br />(DELETE) Entire section <br />(ADD) Payment for Durable Permanent Pavement Striping will be payment in full for furnishing <br />all materials, equipment, labor, and incidentals necessary to complete the work as <br />specified, and includes payment for the following: <br />• Checking dimensional tolerance <br />• Removing and disposing of unacceptable materials <br />Furnishing a striping schedule <br />• Placing a test stripe <br />• Removing existing pavement markings and other waste materials <br />• Testing retro-reflectivity <br />There will be no separate or additional payment for the following: <br />• Over-runs of material caused by the variation of the gradation of the asphalt <br />Additional material required to apply markings on open-graded pavement <br />• Additional material placed at the top of inlay slots, for item inlaid markings <br />• Disposal of stripe removal waste material <br />Temporary flexible pavement markers required by 00862.40 will be paid for according to <br />Section 00225, if a pay item is provided. If no pay item for temporary flexible pavement <br />markers is in the Schedule of Items, payment will be incidental to the permanent <br />pavement striping pay item(s) and no separate payment will be made. <br />01040.15 SOIL CONDITIONERS <br />(DELETE) From the Special Specifications, the entire section. <br />(ADD) No soil conditioners are required for this project. <br />02 01.30 GENERAL <br />(ADD) Provide paving concrete as shown in Table 02001-1. Minimum cement content of 579 Ib <br />and maximum water cement ratio of 0.44. <br />02001.50 CONCRETE M1X TOLERANCES AND LIMITS GENERAL <br />(ADD) The maximum slump of concrete shat( be 3 inches. <br />CHANGES TO THE PLANS: <br />SHEET 4: Plan View: Remove note 481 near Station 14+23 and replace with note 482. <br />Profile View: Change "D=12"" near ST MH #72051 to "D=15"". <br />Addendum #1 -Job #3502 <br />Page 6 <br />AC!`C1UC(1 Tf~AG ~~nD G A.GLD~~ DDrA~T rrA~r ~~en r c.n~n-~ <br />
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