Subcontractors

16. Q: (AS)Section 0421.13 - Page 5, Part 2.06 (Masonry Accessories and AncillaryMaterials) refers to engaging or enclosing No. 9 gauge wire joint reinforcementwith anchor ties for seismic conditions. Is this required for masonry on thisContract?R: Yes.17. Q: (AS)Please indicate if the design shown regarding pipe supports, miscellaneousmetals, structural steel, miscellaneous architectural items, electrical racks /raceways, etc. takes into consideration all seismic requirements. If not, pleaseissue drawings detailing these required seismic requirements.R: Anchorage and support for 30" diameter pipes/ducts or greater and structuralsteel has been designed to meet seismic requirements. Seismic design foranchorage and support of pipes less than 30" in diameter, miscellaneousmetals, miscellaneous architectural items, electrical racks I raceways, etc. isthe responsibility of the supplier as indicated in Spec Section 01 88 15.18. Q: (AS)We request that additional clearing limits be allowed around the InfluentPump Station. In order to properly design and install a sheeting / shoringsystem and to construct the pump station, additional clearing limits arerequired. As per our previous question regarding additional clearing limits forthe 36", 54", and 60" influent pipelines, we would install all necessary additionalerosion control measures to meet local and state regulations and codes.R: Yes, that is a possibility that will be reviewed when Contractor submits landdisturbance plans, as requested in Section 31 10 00, 1.02, modified inAddendum No 6 (item25).19. Q: (AS)Specification Section 09 90 00, 3.07J - System No. 19 Concrete TankLining - Domestic Sewage requires concrete surfaces below a plane 1 footabove maximum liquid surface to be coated with High Solids Epoxy. Does thisapply to ALL concrete tanks that hold domestic sewage? Further, do the slabsreceive the same coating as well?R: Delete System No. 19 from specification 09 90 00. Revised per addendum No.8.20. Q: (AS)Specification Section 03 39 00, 3.03A states to apply clear sealer to floorslabs. However, it does not state which floor slabs are to receive this clearsealer. Please advise which floor slabs are to be coated with this sealer.R: The clear sealer is not used in the Project. See Addendum No. 8.21. Q: (AS)Specification 09 97 26 - Cementitious Coatings does not provide anyinformation as to where the coating is to be applied. Please indicate if thisspecification is to be removed or provide a schedule detailing the areas for thecoating to be applied.R: Cementitious Coating is not used in the Project. See Addendum No. 8.05/16/08 02001-158A OR 5-9