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5750 Big Canyon Dr - Special Inspections/Engineering - 08/05/2015
Found. ation"W., lei nfodrcee: n: Uln-spection Found;k5pqc-. Foijnddtidn Plan: SPREAD. -FOOTINGS FOOTWOSWiTh ONI'MOODEADILOAD rj:GRADE 8EAMS.AND'RADS 0.b.AILL.ED FRICTI.PN PIERS. 'FIDRILLED 'OltRSINTO' BEDROCK, OTHER CTUTHOMPSON JOB NO. AT- Ep .9NT PFf j INCHES F,qu rtdiiiflo" Wid IbKNM.7�� INCHES NOTAEO.W.R.ED GRADE. NO.. dIF'BAR.S.;: TOP BOTTOM "HORIZONTAL: l9ptructions to Contractor 0. LA Al FjfiEjEdTEb RECOMMENDED CORREPTIVEFF1 _qpEQVRR FdthidOflon Weill, Layout UFER ' Gro!n ,XLOCATION NOT INSTA LLED NOT REQUIRED -c6MMENT.- CTLITHOMPSON TIZUKE2 a D a ... . . .. . ... ... .... .. ... .... . .. . ...... . on Plan By PLwNd Foundation Type .0 : :.§I�REA . 6,.000 . T .. I . N . G$ . Q. GRADE -BEAMS AND F'AUS' n: DRILLED F 1"o PIERS.: RlE - ' ' - L It SlINTQ BEDROCK iffi DATED &LIT'H- O'MP'$'O'N. PROJECT"M ilifidatloh Voild �"EQUIAMTHICKNESS—, ft�ES INCHES. Fokipo4t(ow Condition n EXPOSED:STEEL SURFACE PROBLEMS (HONEVICOM4106,PIC.1 P�,MON� W sKEtiv kedommefided: DrAln.' -.-Typp 0 9MI5100, IUTE14.16R, 'INS7ALLIEDIPIPE P14METEIR. INCHES - WA L L H. i f 16 H.T N , DE�PTH-TOP:OF,WALLTO;BQTT!?M,qFT.Rg14 ��l .0... AAi - . . ..... [3 4FLOOR, PIPE INSTALLL. .ED. �GRAV.EL-INSTALLEQ.-rRAV.ELS 'I SIZE Typ& of NO& GRAVITY, BELOW SEi(VERSIJMP PIT CONNECTION VISIBLEI(Al.. TUB) IO Foundation .vi b., I cl, ik'GLNtAALtQN#60h4ANCE WITH RECOMMENDATIQN5 ,[j REJECTED 5.0.F.0UfidMld6'Wa - If Main: CONF�q IMO�kNERAL RfOq E WITH: REC:ON(MENDATlONS JR0 WOO n fttorprdbf frMit .gaih dENtRAL.60NFORMANCEWITF,4-,RECOMMEN.DATIONS. tj REJECTED D Eiterlor InsufatiOn. ..mM VFA ' . . .... ..., . . %. ... . . -FEET DISTANCE'BELOW:F.0 DAT . . :YN... '100WA ,RECOMMENDEU. CORRECTIVE PROCEDURE CTLITHOWPSDM.� c"A4 GLIEr Tv: Ryland Homes __.___..GreertWdbd,VdlaQi"C -8.01 f LOT p . ...... -------- F�4 FIL[NG t.46 . . . . . ............................ . �_YROJEGT NO� . ...... Flecom- me'n-ded t6tjndat,lpn.-$ysteni CTLITH . OMPSON . PRPJEOT UAT,ECf.,_.,; . .. .. . . ........ SPREAD FOOTINGS' MAXIMUM SOIL PRESSURE OF,!'. P MINIMUM WIDTH ...... INCHES FOOTINGS.:SNIThI MINIMUM DEADLOA6. MAXIMUM SOIL -.PRESSURE OF . ... ..... ...... PSR MIMMUKDEAD OP tssuntor _10>0-0— %.,'. ............ - PROVIDEA; q INCH':VOID. BENEATH GRADE BEAM$ .::INCHES GnADE'BEAMS AND. 0.m MAMMUM SOILPRESSURE OF. MINIMUM QWLQ AD P,RE0$qR Onbvib'EA _.: . INCH VOID. SENEAl . -H GRADE BEAMS MINIMUM WIDTH INCHES. : .............. . . _ - 1. . . Foundation Plan' Y 41LAN NO WA I-L FOOT ING WIDTH 110 4 (1 mQ'HES): DEPTH E , S) _11UL,11111 HIES) 1,0MN PA UM Dmw-19MAO(INcH.P00� GO UMN'PAI) DEPTH(INCHES); REINFORCEMENT AS PER PI AN:` MYES U NO, EINO'N4.REQUIRED Q INSTALLED. SoltPon0itionsAt Fbotft Lefu61: UPPER LEVEL LOWERLENVEI ... . .. ...... :Grotiiid.:,Water.C,Onditio.*ns IWEXCAVATION. NOIV FEET J. ENCOUNTERED.,& FEET IN BORING140 . A,zmniWz-.wAs._AAAAlj fb 0 5s Foundation Layout 13144. CAWY60 WL AANDICATESAPPROMATE DEPTHAAWTH .Instructions to Con"Mot KPOOTINGIN QET9F-,8AL;Q0'NFORMANGE WITH,PLAN OFOOTING REJECTED <CONDITIONS IN,E_,X.QAVATlOf.4. AS�ANTIOPATf 0 13 CONDITIONS IN.Ek0AWtot4 NOT AS ANTICIPATED :'CONTACT' GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE . . . .... ....... . .... . ....... ...... . . . ............