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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1994-7-14 - - - '_.h _ . e- MORTIER ENGINEERING, P.c. . po, BOX 139 . 1245 PEARL STREET EUGENE, OREGON 97440 PHONE (503) 484,9080 . FAX (503) 484.6859 STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION July 14, 1994 williams General Contracting 873 S. 73rd Springfield, OR 97478 RE: 6955 Glacier. sorinafield. OR - EXC0Vat~0~ ~ Fill Insoectio~ W.O. #7534-RDR .> As you requested, an inspection has been made during the performance of the excavation and placement of gravel fill on this site in preparation for the construction involving foundations for the proposed residence. The excavation involved removal of surface organic soil and other unsuitable material and the placement of 12" minimum of 1-1/2" minus crushed rock in accordance with our standard procedures. The compacted surface of the crushed rock is adequate for a foundation bearing capacity of 1500 psf which is adequate to support the proposed conventional wood frame residence. I hope you find this report adequate for your purposes at this time. Please contact me if you have further questions. Thank you for this opportunity to be of service. Very truly yours, ECM/rc :. . MORTIER ENGINEERING, P.c. . P,O, BOX 139 . 1245 PEARL STREET . EUGENE, OREGON 97440 PHONE (503) 484.9080 . FAX (503) 484,6859 STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION July 14, 1994 williams General Contracting 873 S. 73rd st. Springfield, OR 97478 & Ray Roth Contracting 581 S. 68th Pl. Springfield, OR 97478 RE: '9955 G1acier.\ Snrinafie1d - Foundation - W.O. #7534 " . As you requested, an inspection. was performed to determine the adequacy of the sloped footings at the changes of elevation at the site. The footings are 24" wide and are sloped approximately two horizontal to one vertical and per the contractor, two #4 continuous reinforcing bars are installed. These sloped footings will be adequate to support the wood framed structure if the following recommendations are followed: 1. The step in the stem wall extends 12" past the sloped section of the footing. Two #4 reinforcing bars through the sloped section. the sloped area. I hope you find this report adequate for your purposes at this time. Please contact me if you have further questions. Thank you for this opportunity to be of service. 2. are installed and run continuously These bars shall extend 4 ft. past Very truly yours, . Emile Mortier, P.E. ECMjrc