R L Alia Company 12/7/2020 - Laserfiche WebLink

Vaults shall be as indicated on the drawings shall be 233-LA, 444-LA and 504-LA, or approved equivalent. Lids for the vaults shall be 23-2436P, 44-332P and 55-332P, respectively and shall be slip-resistant. All junction boxes and vaults placed in sidewalk or pedestrian path shall meet a gap acceptance requirement of no more than V2" wide with greater than 1/4" deep depression. Any junction boxes or vaults that do not meet the gap acceptance requirement will be rejected. Concrete Junction Boxes Both the slip-resistant lid and slip-resistant frame shall be treated with Mebac#1 as manufactured by IKG industries, or SlipNOT Grade 3-coarse as manufactured by W.S. Molnar Co, or SafTrax TH604 by Thermion, Inca Where the exposed portion of the frame is 1/2 inch wide or less the slip-resistant treatment may be omitted on that portion of the frame. The slip-resistant lid shall be identified with permanent marking on the underside indicating the type of surface treatment ("M1"for Mebac#1; or"S3" for SlipNOT Grade 3-coarse, or TH for Thermion) and the year manufactured. The permanent marking shall be IB inch line thickness formed with a mild steel weld bead. PLANS Drawings C13, C14, C15 and C16, Note #4, Replace note 4 with the following: "Sawcut at nearest joint and remove existing concrete curb and sidewalk, restore to match existing curb and sidewalk per COE Standard Drawing 312." Drawing C7, Sheet 14 of 26, Replace with revised Drawing C7. STANDARD DRAWINGS Standard Drawing 618 note #4,and 619 note #1, Disregard reference to "restrained joints"for carrier pipe in casing. All: other requirements of the contract documents remain in effect. City of Everett p R.F/ 4J i ;gR r, ,; David Voigt, P.E. t ;1 Project Manager �".43e 1ONAL IV' t Addendum 2 Page 3 CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425)257-8800 • Fax(425)257-8882