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HomeMy WebLinkAboutSpecial Inspection Compliance Report 1985-11-1 ~ . Scham:U, S~emm & Wildllnc, CONSULTING ENGINEERS, SUflVEYORS AND PLANNERS . 3aa High Street 503/485-8383 Eugene, Oregon 97401 INSPECTION REPORT FORM CLIENT NAME Breeden Bros., Inc. JOB # 78- 1564 I I' I: LOCATION River Hills Subdivision, 724 Montview Way DATE November 1 & 3. 1985 Weather Cond: Cloudy, Cool Workmen: John Pickett, backhoe operator Layout carpenter 11/1'- Excavation progressed to remove topsoil to expose previOUS bar-run trench backfill under footing walls. Trench backfill was previously placed in 1978 under program recommended by this firm and J.Q. Tompkins, engineering geologist. Builder proposed that previously excavated lower level garage and family room to be coris tructed on slab on grade be ra i sed on'e foot. Backfill of bar-run material was recommended as base for, slab pours, 11/3 - Bar-run backfill placed and compacted'in lower slab level. A crushed rock or pea gravel ,levelling course is recommended to fill voids prior to concrete pour.. ",', Assure that all footing sections bear on bar-run trench backfill areas. Compact surface of open graded material prior to footing pour. ," I , ~~;~:n~~ ~ . Schaudi, Siemm & Wild, Inc, . CONSULTING ENGINEERS, SUflVEYORS AND PLANNERS 3aa High Street 503/485-8383 Eugene, Oregon 97401 INSPECTION REPORT FORM CLIENT NAME Breeden Bros., Inc, JOB If 78-1564 LOCATION River Hills Subdivision, 724 Montview Wa'l DATE November 1 & 3. 1985 Weather Cond: ,Cloudy, Cool Workmen: John Pickett, backhoe operator Layout carpenter 11/1' - Excavation progressed to remove topsoil to expose previous bar-run trench backfill under footing walls. Trench backfill was previously placed in 1978 under program recommended by this firm and J.Q. Tompkins, engineering geologist. Builder proposed that previously excavated lower level garage and family room tO,be constructed on slab on grade be raised one foot. Backfill of bar-run material was recommended as base for, slab pours. 11/3 - Bar-run backfill placed and compacted'in lower slab level. A crushed rock or pea gravellevell ing course is recommended to fill voids prior to concrete pour.. ,,', Assure areas. pour. that all footing sections bear on bar-run trehch backfill Compact surface of open graded material prior to footing ,"