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GJN4180 CO1
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GJN4180 CO1
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Last modified
1/20/2010 2:34:23 PM
Creation date
6/25/2008 1:46:20 PM
Metadata
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Template:
PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004180
GL_Project_Number
945212
Identification_Number
2005100263
COE_Contract_Number
2005-00019
Retention_Destruction_Date
11/17/2016
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rr~ <br /> Change Order Justification <br /> TRACTOR: Oregon Woods, Inc. Job # 4180 <br /> PO Box 11680 Contract # 200500019 <br /> Eugene, OR 97440 Change Order # 1 <br /> PROJECT: Amazon Headwaters Trail <br /> 32270 Fox Hollow <br /> Eugene, Oregon <br /> Reason for Change Order: <br /> Contract <br /> Item <br /> No. <br /> 290 Wood Treatment Change for Bridge: blocking, decking, glu-lam beams, diaphragms and Puncheon: curbs, decking, stringers from Copper <br /> Naphthenate to Oxine Copper with a Type C solvent (Light Oil). Changes requested at the direction of Natural Resource staff. Initial request <br /> made at pre-construction meeting. Scott Duckett agreed to fund costs associated to this change. See emails for further documentation. <br /> 300 Change Bridge bulkheads and Puncheon sills and bulkheads from treated wood to semi-structural plastic lumber. Changes requested at the <br /> direction of Natural Resource staff. Initial request made at pre-construction meeting. Scott Duckett agreed to fund costs associated to this <br /> change. See emails for further documentation. Price reflected does not submitted price from contractor due to minor design change that was <br /> a reed u on. <br /> 310 Tree removal outside of trail clearing limits. Removal of dead/ dying hazard trees and trees that conflict with final trail alignment. <br /> 320 Tree removal outside of trail clearing limits. Removal of dead/ dying hazard trees and trees that conflict with final trail alignment. <br /> _ °~0 Protection of latent critical tree roots. Trail elevation changes over 8-12" require additional work and mateials to construct retaining walls. Rock <br /> recommended to protect roots from over excavation associated to log retaining wall. <br /> 340 Double culvert structure changed to single 10' span puncheon structure. Design change to provide less disturbance to active waterway, <br /> decrease potential for loss of structure or trail during storm events, and decrease future maintenance costs associated to culverts in active <br /> streams. <br /> Justification of Price: <br /> Item Direct Date of Completed <br /> No. Assess. Work Document Date <br /> 290. Force Account X Price A reement <br /> <br /> _300: Force Account X Price A reement <br /> ~ Force Account X Price A reement <br /> Force Account Price A reement <br /> 330' Force Account Price A reement <br /> 340; Force Account Price A reement <br /> <br />
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