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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-20 (2) '. ~~:a. l"'~;lInfoJ&tion ",~. .To Build On Engineering . Consulting. 7l!stlng DAILY FIELD REPORT Date Performed: Client: December 20, 2006 Mr. Eric Patterson Lithia Toyota 360 East Jackson Street Medford, Oregon 97501 Report Number: Project Name: Project Location: B.P. No.: Type of Inspection: COM 06-0868 Soils Observation Weather: . 722-60359-40 Lithia Toyota. Quick Lube 863 Main Street Springfield, Oregon Cloudy /" Field Observations and Comments As requested, a PSI representative met on-site with John Hyland Construction to observe exposed subgrade soils for the parking lot and driveway pavement areas west of the proposed Quick Lube Building and south of existing building (see attached site plan for locations). Exposed soils visually appeared to be native silty claylclayey silt and were firm and stable with soil probe penetrations of 4 to 6 inches. Depth of excavation ranged from 18 inches to 24 inches below top of existing asphalt. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Buildinq Code. Inspector: Ray Aliperti If you have any questions regarding this report. please feel free to contact us at 541-746-9649. Respectfully Submitted. Professional Service Industries, Inc, ~~:r. Department Manager c: City of Springfield John Hyland Construction Doug Snider Architect Attachment: Site Plan c THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMIITAL TO A THIRD PARTY. BY ANY MEANS, excEPT IN FUll., WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley 51.. Springfield, OR 97477. Phone 541n46-9649. Fax s41n46-7163 , ,24' ( gING~ . M3J , 5J3.23lF~i .. ~.' 0' ,.'~ (~ i ~: ..... ~. , ~.... ,~- ~., ,: > . ~~ ~" " 'U> ~:", .,.' :'. ~"r ,... ,~"" " ,",' r-'-::"--;"459 .. ( , , " " " , ',' . /' .' " " . " , :.,., , ..I ,.. . ,r ' , I ' I' 141""/" ,.':':~(,"'.':' . J ".' I., . /, . " . I...... .'_~59-- / ',' '" . r- . :1 / '\" n\)~~ I ,,' \ 'j..Y/ ::u"~ll= .// " ,\Y :d p 45 I I ' .. ' ,I ' 'III. I . I ,I" "I~ ... .. '\ " ','.., "I I, ._1 4 - ~ _I '\.,t 9__ ___ . " ',I.' \;.:....";.' ..\.,...-:t-~~~~=-:._ ~f:::::;~- ~~.'l.'Oft.,.'. :.: , .\, ,~\ l_' ,. - I ~ ': ' ,~"''''_ ..,_____ 'n ____., _ _ _~ . 1 --:::Iii.i="'", _' --___ U" ,,_____ .. - I I/U""-- "'_"''''__ '~--'t. ," ---- -:-- - - Jl._ ! , ____::::::======.,:..,;;;;~~'- . <r 72 U'----~ - _ ~DSC'APE ~~ _ -____ -0 81 4 .' .----- --- ______ __ _- ~_ I, 4 4 -:--- --- - tx~. \x:( jD~9;;P15;--.--------_~------:I:::::::: 61 ===~;;,_~2 u::---~:..:-..,<1-: , 7X), - 6 01SQ t ------------- ------:::::::~::~':::::@ 'btl\;,.,; ...,...,. ,.~-~, ,,"_.::~:,:::,~,:----------::-:~:=-' ~ ,',