1600 MADISON ST 2016-01-01 MF Import

45 degrce angle down from the column base a[ the doorway so as not to undermine the column (oo[ing and base. The base shall then be brought back up with 2" maximum lifts of 7/8"- crusted gravel using a plate compac[or and compacting to 95`% rela[ive density. The City shall provide compaction testing within 24 hours of lhe Contractor's requesL The Con[ractor shall provide the density of [he malerial to the City for approval prior lo calling for ma[erial delivery. Othenvise Ihe Contractor shall have Ihe materiat tested and may have to wait for resulls at his/her own ezpense. On the interior joints use 2'-0" q4 thrcaded pl2in bar at 12" on centers as shown on drawing no. 1 0(1. Use 3/8" asphalt ezpans�on material at each exterior or ouuide join line. The finish of the concrele shall match thc existing finish. The join[ be[ween phase 1 and 2 pours shall be as shown on Drawing no. I of 1. The Contractor shall bid this job based on aclual cubic yards of concrete poured and shail inr,lude all marerials noted here to reconstruct the threshholds in place. Acmal quantities of concrete shall be measured in the field by bo�h the Contractor and Ihe Constniction Manager prior to billing the City. 15. Materials: Conerete and steel shall be according lo the Ciry Design and Constn�ction Standards and Specifications as noted above. The pre-casl drainage box shall be by Zurn as noted on Drawing no. I of l. At the downstream end of the dnin wilhin the concrete remova] area lhe Contnetor shall install an oil sepantor ca[ch basin and connec[ the same to the existing 5 1/2" inside diameler concrete pipe. The frame and grate shall be designed to support the 60,000 Ib. ladder lmck. Quote submitled 6y: Ynn[ name S�gnawre Contnctor L�c. no. Pum Name Firm Address Phone number QUOTE TO DO ALL OF THE ABOVE NOTED THR6SHH01_D RtiCONSTUCTION WORK AT FIR6 STATION 5 IS: $ Sales Tax at 7.99'0 = 2 Total Constmction Cost= $