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GJN4417 Wildish Contract
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GJN4417 Wildish Contract
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Last modified
10/18/2011 4:35:46 PM
Creation date
6/13/2008 11:20:00 AM
Metadata
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PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004417
GL_Project_Number
965223
Identification_Number
2008100380
COE_Contract_Number
2008-00019
Retention_Destruction_Date
5/30/2018
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<br /> 03/03/2008 16:01 FAX 541 682 5366 CITY EUQENE PI' END ~ a ~ILDISN CONSTRUC Im004/02~,,D <br /> CONTROL CI-YART LI1bII'I'S <br /> Control Parameter Individual Measurements Range Suspension <br /> Limit <br /> Action Limit $uspansion Limit (between 2 consecutive <br /> tests <br /> Sli Form: <br /> Sl +0 to -0.S inoh +0.5 to -1 inch t1.5 inch <br /> Air Content f1.2% X1.8% X2.5°to <br /> Fazed Form <br /> Slu a-0.5 to -0.5 inoh +1 to -1 inch f 1.5 inch <br /> Air Content t1.2% t1.6% f0.5% <br /> (CHANGE) SECTION 620-3.7 Ol$LITER.ATE EJaSTING MARKINGS, In the first sentau~c change <br /> "where shown on tt~a plans" to "when included in the Contract Doeurnents". <br /> (ADD) SECTION 620.3.7 OBY,I(7'I~RATE EXISTING MARKINGS, Add to the begirming of the <br /> paragraph "As part oi'the project, all of the airplane parking paaitions at the Terming! will be <br /> adjusted to allow phased corstruation and increase Terminal capacity. Approximately 50% of <br /> the Obliterate F.xistIng Markings must be perfornlcd prior to the begitming of Phase I. <br /> Approximately 1,600 squire feet of Pavement Markings must be constructed prior to beginning <br /> Phase I (first coat only prior to Phase n. The Engineer will layout the markings. The <br /> Contractor shall apply pavement seal to all asphalt concreto areas obliterated." <br /> (DELETE) SECTION 620.3.$ STRLPING AND MARKING LI(~UIDATED DAMAGES. T7eletc from <br /> the first sentence of the second paragraph "and tad by 10:00 AM". <br /> (ADD) SEC1`ION 6Z0.S.11~ASIS OF PAYMENT. Add payment item "Obliterate Existing Markings <br /> -per square foot". <br /> ARAN E$ TO 1URAWII~IGS <br /> (ADD) SHEET Z. Add note to S'VVEEPING AND CLEAN[Jl': `°The Contractor shall provide a <br /> vacuum type sweeper in which the operator has a clear, 360° view, The Contractor shall not <br /> start work until this equipment and a competent operator is on site. The vacuum typo sweeper <br /> end an operator shall remain within the project aria whenever Contractor's operationu generate <br /> FQD. The Contractor shall immediately operate the vacuum type sweeper at the request of the <br /> Contractor's Safety Coordinator, the Engineer, The Airport Fsaort Vehicle driver, or Airport <br /> Operations peraorunel." <br /> (ADD) SHEET Z. Add a Concrete Cleanout Area approximately 1000' west of the Airport lZoad aid <br /> Boeing Drive ir,t~sectlon. Add a note to the Concrete Cleanout Area stating `"Iho Contractor <br /> steal] erect, maintain, and dismantle the concrete cleanout area utilizing best managern~e+nt <br /> practices and return the area to its original condition immediately following IInal ooncrote <br /> placsement operations." <br /> (CHANGE) SHEET 8. Deleto scale bar. Shot is »ot to scale. <br /> (CHANGE) SYIEET 9. Change scale bar from 1 "~40' to 1" = 30'. <br /> (ADD) SHEET 1Z. Add note to Detail A: "Profile milling ie required so that rho HMAC surface <br /> course is constructed to proposed $nal grades. Tht depth of milling is approximate." <br /> Addendum No. 1 -Jab #4417 Pogo 3 <br /> <br />
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