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

ATTACHMENT A TO SECTION 01900 REVISIONS TO THF. STANDARD PLANS AND SPECISICATIONS Section 8-21.1 is supplemented with the followirg: Permanent signing shall be ;nstalled in accordance with Section 8-21 of the Standard Specitications with the tollowing modifications: TraHic regulatory signs shall be installed in accordance with Everett Standard Drawing 716. Street name signs shall be installed in accordance with Everett Standard Drawings 715 or 717 as indicated in the Plans. Consiruction Requirements Sign Removal Section 8-21.3(4) is revised to read: Where shown in the Plans or directed by the Resident Engineer, the existing signs and, if so indicated, the sign structures, shall be removed by the Contraclor. Where existing signs a;e located within a conslruction or new pavement area, ihe signs should be removed and relocated to their (inal locations as shown in the Plans. Where indicated, the Contractor shall remove concrete pede>tals to a minimum of one toot below finished grade and backtill the hole. Where an existing sign post is �o be removed from within a sidewalk area, the Coniractor shall finish the area to make the sidewalk continuous. Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become ihe property of the Contractor and shall be removed from ihe project. Aluminum signs shali remain the praperty of ihe City of Everett. Steel Sign Posis Section 8-21.3(12) is supplemented with the following: When AASHTO M 183 or ASTM 36 steel is used for posts, a welded bead approximately 2 inches long shall be placed on ihe post approximately 6 inches from the base connection. When AASHTO M 222, AASHTO M 223, ASTM A 572 Grade 50, or ASTM A 53 Grade B steel is used, 2 welded beads approximately 2 inches long and 1/2-inch apart siiai( be placed on the post approximately 6 inches from the base connection. PAVEMENT MARKING Description Section 8-22.1 is supplemented with the (ollowing: Pavement markings shall be instalied in accordance with Section 8-22 oi the Standaru Sp�cifications with the (ollowing modifications: Trafiic Lelter: Painted tra(tic letters shall include street and site lettering, including but not limifea to "COMPACT" messages ihat sfiall be placed and dimensioned as shown in the Plans. Parking Stall Line: Paint line consisting of oniy one application oi paint, and withou� a top dressing of giass beads. MONITORING WELLS Description This work consisis of installing three monitoring wells where shown in the Plans, and in accordance with WAC Chapter 173-160, "i�linimum St2nda;ds For Construction And MaiNenance Of Wells". The locations shown in ine Plans are approximate. If, at ;ne time of drilling, ihe locations confiict with existing utilities or �apital Projecis Commuter Rail Attachment A to Section 01900 - 31 IFB No. RTPJG�' 21-06 ; Everett Station Phase 2REVISIONS TO TH� STANDARD FLANS AND SPECIFICATIONSAddend:•m No.4