VASILJ, INC. - Laserfiche WebLink

Home Browse Search

February 19, 2013 Page 2 2. Construction Water Permit. Each Prime Contractor or Subcontractor which desires to obtain water from AGENCY -owned fire hydrants for construction or any other purpose shall first obtain and pay for a permit from the Corporate Yard of the City of Santa Ana at 220 South Daisy Avenue. Information concerning costs and conditions may be obtained from the AGENCY by calling (714) 647 -3320. Use of private water from a hose bib Is not allowed. 3. Disposal Permit. In accordance with the procedures of the Orange County General Services Administration (GSA), the cost for the disposal of all materials at County landfill sites shall be home by the Contractor. 4. OSHA Excavation Permit. Contractor shall obtain an OSHA excavation permit, including an inquiry number from "Underground Service Alerr'. Summarized herein is suggested phasing for construction activities: 1. Submit shop drawings and obtain permits; 2. Phase I: Construct 15 -inch and 8 -inch sewer main and manholes from connection at Harbor Boulevard to Roxey Drive and test main and manholes. Do not divert flow into new main. Construct new manholes over existing 8 -inch laterals and maintain lateral through manhole. Construct service laterals partially across the street to the limits of the traffic control. Install inflatable plugs and temporary caps in service laterals at Sta. 924-20, Sta. 93 +67, Sta. 94 +32, and Sta. 95 +68. 1 Phase II: Starting from Harbor Boulevard and working east to Sta. 88 +50, continue constructing service laterals and clean-outs and connect new service lateral to existing service lateral. Break and remove the existing laterals constructed through manholes, divert flow into new 15 -inch sewer main, and construct a brick and mortar plug in the outlet no longer being used. 4, Phase IIF. Break and remove the existing lateral constructed through new manhole Sta. 89 +26.3 (Sta. 9 +86.5 Clinton) and divert flow into new 15 -inch sewer main, Maintain flow from South Clinton into existing 12 -inch sewer. Construct new 8 -inch sewer to the south within limits of the traffic control. S. Phase IV: Break and remove the existing lateral constructed through manhole Sta. 92 +78.4, divert flow into new 15 -inch sewer main, and construct a brick and mortar plug in the outlet no longer being used. Break and remove the existing lateral constructed through manhole Sta. 96 +18.5 (Stu. 9 +86.5 Roxey) and divert flow into new 15 -inch sewer main, and construct a brick and mortar plug in the outlet no longer being used. Re- channel the manhole base at existing manhole Sta. 96 +18.5 and divert upstream flow at Roxey Drive into new 15 -inch sewer, and construct a brick and mortar plug in the outlet no longer being used. 6. Phase V: Working east to west from Ste. 96 +18.5, construct laterals and clean -nuts and connect new service laterals to existing service laterals at Sta. 92 +20, Sta. 93.1.67, Sta. 94 +32, and Sta. 95 +68 (Typo B laterals) and connect now service laterals to existing service laterals. 7. Phase VI: After all flows upstream of existing manhole at Sta. 9+71.8 (Clinton) have been transferred to the new 15 -inch sewer, make final connection of 8 -inch sewer picking up flows from South Clinton. Temporarily plug upstream manhole on 8 -inch sewer, remove manhole, and make final connection. P; \P00597\ 0086 \WordPm \04\Corre pondence\mo02- 2013 -02- 19- rev.doc(300)