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GJN4622 Wildish 2010-00026
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GJN4622 Wildish 2010-00026
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Last modified
10/19/2011 12:26:55 PM
Creation date
6/16/2010 4:19:49 PM
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PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004622
GL_Project_Number
995874
COE_Contract_Number
2010-00026
Retention_Destruction_Date
9/10/2020
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05/20/2010 09:47 FAX 541 682 8410 CITY EUGENE PW ENG WILDISH CONST Cj002/000,,0 <br />Public Works <br />Engineering <br />City of Eugene <br />99 East Broadway, Suite 400 <br />Eugene, Oregon 97401 <br />(541) 682-5560 <br />(541) 682-8410 FAX <br />ADDENDUM NO.3 <br />TO THE CONTRACT DOCUMENTS AND SPECIFICATIONS FOR <br />PAVEMENT BOND MEASURE <br />PATTERSON STREET REHABILITATION <br />PATTERSON ST FROM 13.. AVE TO 24 h AVE <br />E 18.. AVE FROM PATTERSON ST TO HILYARD ST <br />E 23RD AVE FROM PATTERSON ST TO HILYARD ST <br />May 20, 2010 JOB #4622 BID NUMBER 14 <br />TO ALL PLANHOLDERS: <br />The following changes shall amend and supplement the project bidding documents only to the extent <br />specifically shown and noted. All other conditions shall remain the same. <br />Bidders shall incorporate the effects of these changes in the appropriate bid items included in this <br />addendum and the total of these bid items then add in the appropriate place on the bid form. <br />CHANGES TO CALL FOR BIDS AND PROPOSAL: <br />BID CLOSING DATE: <br />FROM: Friday, May 21, 2010 - 2:00 PM <br />TO: Tuesday, May 25, 2010 - 2:00 PM <br />CHANGES TO PLANS: <br />SHEET D-2: Add the following notes to the Raised Crossing Details: <br />1. Joints across the street centerline shall be dowelled as shown on Sheet D-13 (Dowelled <br />Joint Detail). <br />2. Slabs shall be tied to gutters with tie bars as shown on Sheet D-13 (Tied Joint Detail). <br />SHEET D-13: Tied Joint Detail: Revise Slab Thickness to read D =10" or as otherwise noted. Revise Tie <br />Bar size to #5. <br />Doweled Joint Detail: Revise Dowel Size to 1-1/4" <br />Patterson Street STA 54+36.5 to STA 54+60.5 Detail: Add a note "Joints shall be sawcut." <br />Concrete Section Detail: Add stationing "STA 54+36.5 to STA 54+60.5". <br />Addendum #3 - Job #4622 <br />
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