3201 SMITH AVE BASE FILE 2018-01-02 MF Import

i i AASHT'O M304 Corrugated Polyv�nyl Chloride (PVC; Storm Sewer 9ipe: I PW Pipe Pacific M��tem fixtruded Plastics 15• P.O. Hox 30049 Sugene, oR ?7440 I Ultrarib IPSX Z�� 20460 Langley BC Contact the Olympia Service Center Materiale Laboratory to deternine if jointe have been approved for pipe diametera lazger than those li�ted. � P.O. Box 167 Olympie, WA 98507-0167 (360) 75:-7109 IP�ya�pt Payment will be mede in eccordance with Section 1-04.1, for each of the following bid iteme when lncluded in the g�e�eea:-&chedule of Valuee: � I "8olid N�11 PVC Storm Sewez Pipe 4 In. Diam.", per linear foot. "Solid Mall PVC Stotm 8ewer Fipe 6 In. Diem.", per linear foot. "P2ain Conc. Stozm Sewer Pipe 6 In. Di�m.•, pe' linear foot. "Plain Conc. dtorm Sewer Pipe B In. Diam.", per linear foot. "Ductile Iron Stoxm Sewar Pipe B In. Di�m.•, per linear foot "Cla�e IV Reinf. Canc. Sto:m Sever Pipe 17 In. Diam.•, pez 11ne�r foot. I `Cl�se IV Reinf. Conc. Stuzm Sewez Pipe 1B In. Diam.", par linear foot. "Claua IV Reinf. Conc. Storm 8evrer Pipe 44 In. Diam.", per linear foot. "Claas III Reinf. Conc. Btorm Bewer Pipe 30 In. Diam.�, pez linear foot. "Claae III Reinf. Conc. Storm Bevrer Pipe 36 In. Di�m.", per linaar foot. I "Teoting storm Sewer Pipe•, per linear foot. tKTZOM 7-OS 1tl1NE0Lt�. IlLf'Pi. J111D GTCt 111Di11/ Con�tsvction 1t�Quirwnt� Section 7-05.3 ie �upplemented with the following: I�diu�tiaq M�ahol�� nA GleL 1��in� to Or�d� Section 7-05.3(1) i■ supplemented with the following: I Manholee, catch ba�in�, and other •tzuctuzes •hall not be adju�ted to grrde until the pavement is completed, at which time tfie center of esch etructure �hall br earefully relocated fran reference■ previou�ly e�teEliehed by the Cortractor. The paveaant �hall be cut in a restricted ares and ba�e material be renaved to permit removal of the cover. The •tructure ahall then be brought to proper grade utili=ing the s�me methode of con�truction at for the �tructure icself. I The caec iron frame �hall be placed on the eonerete block� and vedged up to the desired grade. The a�ph�lt ooncrete pavtment �hall t�e cut and removed to a neat circle, the diameter of which ahall be equal to I outeide diameter of the cut iron frame plu� 2' . The bue nutezial• and crushed rock ehall be r�moved and Claer 3000 eonerete shall be placed •o th�t the entire volume of the excavation i• repl�ced up to within, but noe to exceed, 1�" of the fini�hed pavement surface. Divisioa 7 p�g� 3 Everett Stetion 05/12/0o I R:\Jobs\97093\TRANS\ENG�SP6C5\100tcd\Street site\9lSP6C7RI.docM*i3�Y�}93Y93}7�R E_ai�i{�.rK 7� I