Loading...
Report rws-Z"3 -0�/ y(3 Seri% 4i,_ GeoP ; 1fl Engineering.Inc. Real-World Geotechnical Solutions 14835 SW 72nd Avenue Tel(503)598-8445 Investigation •Design •Construction Support Portland,Oregon 97224 Fax(503)941-9281 DAILY FIELD REPORT PROJECT DATE Walnut Ridge January 31,2017 PROJECT NUMBER WEATHER 14-3586 Overcast,40s CLIENT CONTRACTOR Riverside Homes LLC Endicott PERMIT NUMBER PAGE# -- 1 of 1 Inspection Notes: (Include location,testing data,substitutions/deviations,materials,and methods of construction,conformance statement,etc.) TYPE OF OBSERVATION: Foundation Subgrade Review—Lots 5 and 6 GeoPacific engineering technician Eric Merritt was onsite to observe the foundation excavation for Lots 5 and 6 at the Walnut Ridge site. It is our understanding that the planned structures will consist of single-family residences utilizing conventional spread footings. At the time of our site visit, the foundation excavation for Lots 5 and 6 was complete and extended 1.5 to 4 feet below the surrounding grade. The foundation bearing soils consisted of native silt soils, which were evaluated with a %-inch soil probe. Probing efforts resulted in 4 to 6 inches of penetration into the subgrade material, indicating medium stiff to stiff soil consistency at each lot. The layout of Lots 5 and 6 slope to the north, and the footing plan includes multiple steps. Footing-to-slope setbacks were evaluated and determined to be adequate. Footing-to-wall setbacks were not an issue. Based on observed conditions, foundation subgrade soils as prepared are considered suitable to support the anticipated allowable bearing pressures. DISTRIBUTION LIST: OBSERVED BY: nmunson@riversidehome.com Eric Merritt bgroves@riversidehome.corn GeoPacific Engineering, Inc.Signature Information contained herein pertains to materials tested/inspected only. The fact that any particular work has been observed or tested does not waive the contractor's responsibility for the means and methods of construction,job site safety,or to comply with the contract documents. This information contained herein should be considered preliminary until review by the project engineer. mc-5-ca-ot(s — cm(4:203 Corina_ 1A -3 5 I1 6.01i�— MU\TEAN� C ► N C. CONSULTINGi ENGINEER 3204 NE 166th Avenue I Vancouver,WA 98682 corinarnacomcast-net 1503-313-3011 ,t, 1 GARAGE SLAB I ON GRADE a #4 ® 18"oc aa° . . o0.,' 77V..'.' . 0 . ° ° • ° ° o 0 4 • a '00:0e ° 2" BAR 'M' • ° . ° 42 4 CLR BACKFILL W/ FREE ° DRAINING GRANULAR FILL 4 X r. DOWEL i z 4"0 PERF PIPE . . 0 .°0 0 i0° 4 ®,yBAR ,N, #4 0 16"oc M V •°ClPIF• 4 �D PROF 0 ,) • • ° ° °° ti t+ t n° 4 C .&d' N'FF `r3o 4 a� a .°a , <p4• w 44 SPE yv P a ° ° • I ° a cc t` .. 4 4n ° 4 4 , a 7 4. a4 ° ° 4 a 8 4 OREGON 4' ✓"1 i11E1Fli1���H1=111 M a444 c,,51 ,, 4 '1' Expires: k'2.51`1(0 ,W, 'H' 'D' 'T' 't' 'W' DOWEL BAR 'M' BAR 'N' 8'-0" 1-2" 1 '-3" 8" 6'-0" #5 ® 12"oc #4 ® 18"oc #4 ® 18"oc 6'-0" 1'-0" 9" 8" 4'-3" #4 ® 18"oc #4 ® 18"oc #4 ® 18"oc 4'-0" 1'-0" 9" 8" 3'-0" #4 ® 18"oc #4 ® 18"oc #4 ® 18"oc A S2 i "=1 '_0„