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HomeMy WebLinkAboutExcavation & Footing Inspection 05.16.2013CTLjTHOMPSON May 16, 2013 Mesa Structures P.O. Box 1989 Glenwood Springs, CO 51602 Attention: Mr. Steve Boat Subject: Excavation Observation Lot 7, Riverbend by the River New Castle. Colorado Project No. GS05588-305 As requested, we visited the subject site on May 16, 2013. The purpose of our site visit was to observe the soils exposed at footing elevations. CTL `Thompson, Inc. performed a soils and foundation investigation for the subject residences (CTL E Thompson, Inc. Project No. GS02112, dated June 6, 1997). The soils exposed at the bottom of the foundation excavation consist of native gravel. These soils are similar to the soils encountered during our soils and foundation investigation. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call. Very truly yours, CTL , THOMPSON, INC.Reytew1di y. i / //.// tv .-6-1 .4., I 1 . / Dan Downing 4ohrec'Pg, P.E. Laboratory/Field Manager IBrar Manager DD:JM:cd v 234 Center Drive t Glenwood Spr nos. Colorado 81601 Telephone: 0j70 945 2809 Fax. 070 945 7411 Excavation/Footing CTL I T H O M P S O H inspection Mesa Structures Attn: Steve Boat P.O. Box 1989 Glenwood Springs, CO 81502 ADDRESS PIG 4R5. -d2 t 1. i FILING NO _ ' Recommended Foundation ': System m r,.,;,,i,-0?f.nar14 S .4 jji? 1i-. ._.. .i.1/2„..i,_ _./._i_71:7 '.IAx.".1U m SOIL PRESSURE OF 9'N1MLM WIDTH »C, ,NGS vet lli MINIMur.4 DEf.DLOAD 14X'a.1UN! SOIL FRESSIJRE OF PSF tiVi o DF,ADLCtD PRESSURE GF __ _ PSF FFI ;JL E INCri VOID ©EIJEATH GRADE SEAMS / Lm w:DTH .'JCNES JRAO:: 8FA'.1S AND PACis MAA.MtAI a"'`1' FRESsL!RE cw .�_._ PSF r,1 11Li.j1Jt 15eA!31.9A.L1 PHESSDNF OF PSF I t -: .V -'1E A iNCH VOID BENEATH GRADE BEAMS It, MUM .v!DTH 5aoa PSF INCHES Foundation Plan !NC4(ES La.r: ND _ . _ �._ DATE r. ,'TALL FOOTING WIDTH . , (INCHES) DEPTH (INCHES/ ._,:.),,F,IW PAD -:C! LION PAD ("NCHEE) DEFTH `.__.. __ INCHES" (.'LL I-+- S) ❑Er, i f (1NC HES, ..'t'FCrC+,:f.1E'i T AS PER P Are YF:,; � r!n 1 rJDNE HEOLHRED =r ;HE .� INSIALLED Soil Conditions At Fopting Level /1/ri/65 L i L' yi' Ground Water Conditions ' •;Y lr F r ;p141i10 , f f. ` If' ' ::!" �l �f.;'L hf-i; -N EOH'19G NU TO 'Cl2,7•. i r+irLl T PEET IN BORINCi NG Remarks: r•E::T Foundation Layou A iHDICATES APPROXIMATE DEPTHMJIOTH MEASUfiCti EN T LOC. AT 11 Instructions to Contractor �1N GENERAL CONFORMANCE WIT -I PLAN LJ REJECTED RECOMMENDFO C.ORHECTIVF P}ICCED(1RE