2400 33RD ST CONTRACT AGREEMENT 2016-01-01 MF Import

ATTACHMENT A TO SECTION 01900 fREVISIONS TO THE STANDARD PLANS AND SPECIFICATIONS Meter boxes ior 3/4" services shall be Carson/Brooks #1419-12-68 (plastic) with castiron reader box, or Brouks #37T (concrete), or approved equal. Meter boxes (or 1" services shall t�e Carson/Brooks #1220-12-5 (plastic), or Brooks #40-1222-MB (c�ncrete) with lid #40-1222 CCI, or appruved equal. Meter boxes for 2" services shall be Carson/Brooks #1230-12-5L (plastic), or Brooks series 65T (concrete) with rectangutar reader lid, cr approved equal. FlEVISIOMS 70 THE STANDARD PLANS The State oi V�'ashington Standard Plans ior Road, Bridge and Municipal Construction M21•01 transmitted under Publications Transmittal No. PT 06-001, effective January 3, 2006 is made a part oi this contract. Appendix A- City of Everett Slandard Drawings are hereby incorporated into and made a part of this contract, and supersede any conflicting requirements on ihe Standard Plans. The Standard F'lans and the City of Everett Standard Drawings are further revised as follows: All Standard Plans and Citv of Everett Drawinas All references in the Standard Plans to "AsphaN Concrete PavemenC' shall be revised to read "Hot hAix AsphalP'. All re(erences in ihe Standard Plans to ihe abbreviation "ACP" shall be revised to read "HMA". C-t S'�eet 2 The SNOW LOAD RAIL WASHER dimensions are revised to 1 3/4" from 2", and to 7/8" trom 1". C-11b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in ihe CAST-IN-PLACE FOOTI�!�, ELEVATION view (Sheet 2), GOMMERCIAL CONCRETE is revised to CJtJCRETE CLASS 40GJ. In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), lha welding symbol: are revised to indicate that the 1/4" Inside Gussets liave 1/4" fillet weld joints, and the 1/2" End Gus��ts have 1/2" fillet weld joints. C-14h In the TABLE, in column "B": 3- 0", 3'- 2�/:', and 3'- 4'/z" are revised to 2'- 0", 2'- 2'/;', and 2'- 4'/z" respectively. In the TABLE, in column "C": 2'- 4", 2'- 6 Y,", and 2'• 8 Yz" are revised to 3'- 4", 3'- 6 Y<", and 3'- 8'/z" respectively. G-8q Sheet 1 In the ELEVATION views, in the labels LUWER SIGN POST SUPPOfiT: ihe parenthetical specification "12 GAGE" is revised to "7 GAGE". K-1 throuqh K-27 These plans shall not be used on projecis administered by WSDOT. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication ap�roval date shown in the lower right-hand corner of ihat plan. Standard Plans showing different dates shall not be used in this coniract. A-1 ..........................5/13/02 A-4.........................3/07/97 A-7...................10/04/05 Capital Projects Commuter Rail Attachment A to Section 01900 - 36 IFB No. RTA/CP 21-06 � Everett Station Phase 2REVISIONS TO THE STANDARD PLANS AND SPECIFICATIONSAddendum No.4