Loading...
Report ! _ •`05/11/2005 08:02 5035988705 GElOPACIFIC EHG INC PAGE 01 / 06/0 3 i - /53e0q CI- CreerzvI `` 4f !Pr GOOF ':' ',:, l oalWorld Geotechnicel Solutions ) Investigation • Design • Construction Support May 10.2006 Project No. 034185 Attention; Andy Venture Properties, Into 41230 Gtalow ucd Street, Suite 1 DC Lake Oswego, Oregon 97035 Fax No. 503. 870 -9099 RE: SOIL. ENGINEER'S REVIEW OP FOUNDATION EXCAVATION SUEGRADE L018 20 AND 24 SUMMIT RIDGE TIGARD, OREGON 1. G3ecPadfio En9nosfng Inc., peotechrsoet Investigation, Summit Ridge Devotopmant, Tigard, Orman, doted 90, 2. GeoPsolb Engineering lnc., Soil and WW1 Engineer's Summary at Conaiusion of Ervtirmo tc, Summit itdge Devoloprnent - Phase 1, Monet Oregon, Revised January 29, 2004 (should Sate 2005). GeoPaollic Engineer. Jim intone, visited the site on more than one occasion to review the faundetlon excavation subgrades on the shove- referenced Iota, The observed soils are compact engtheered. fit nonsIsting of clayey silt, with rocks; some of the fNl was monovbd en Lot 20 along the cot aide adjacent the rook wall. This fill was replaced with reject rock that was compacted, tested, end achieved 'project apactttcatlone. Some mucking may be required If the subgrade is left exposed to wet weather for a long duration; however the current subgrade Is fairly dry. The foundations are appropriately setback from the side end rear yard rockery retaining walla Based on our observations, it is our opinion that the current foundation subgrade is adequate for spread foundation support to a maximum allowable bearing pressure of 1,500 pet. Our work slope pertains to a geotechnical engineer's foundation excavation review only and the conditions existing and exposed at the time of our site visit. No deck footing, patio, or other appurtenant structure subgrades were observed. Our work was performed to the current local standards of practice. No other warranty is herein expressed or implied. If you have any questions, please call. Sincerely, G.oPaclfic Engineering, Inc. 1.1.1.1... t ea "tat,IA ` ' 14741 .brews D. Imbrta, te.E., c.E.{3. ' . se OREGON ' Csooteohrzicail Engineer ✓4 '�: ; 8, It ,,9 a- G;• 50 •c `aO. t