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HomeMy WebLinkAbout438 TIGER CAT WAY - SPECIAL INSPECTIONS - 9/22/2017Excavation/Footing Observation, CalAtiantic'Homes ADPRE +�seWeq State OG-- e-f ,YX Attn: Mr. Paul, McWilliams FILING NO; - PROJECT NO, WIF-1 7-0a i Recommended found 1"VI ­,PSO J m! � I. C[aSM"r-13. NO. �00,/_/Za , 0 SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF MINIMUM WIDTH INCHES FOOTINGS WITH MINIMUM DEADLOAD,' MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEADLOAD PRESSURE OF Psk; PROVIDEA VOID'AT BRAD AS MINIMUM WIDTH El GRADE BEAMS AND PADS ES� MAXIMUM SOIL PRESSURE OF PSE MINIMUM DEADLOAD.PRESSURE OF PSE PROVIDE INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH INCHES Foundation Plan 13Y %- Ub la n/ 5 �f PLAN NO., DATE. WALL FOOTING WIDTH ?"UO(INCHES)DEP COLUMNPAD 20XZO IiNCHES)DEPTH COLUMN PAD 09(INCHES)DEPTH REINFORCEMENT AS PER PLAN: _Yn R NO Ej,NONE REQUIRED Al SITE OINSTALLED Soil Conditions At Footin Level UPPER. LEVEL LOWER LEVEL Ground Water Conditions ONONE IN EXCAVATION ❑ NONE ENCOUNTERED I rl G NO. TO ,ZENCOUNTER'b 'AT FEETIN BORING NO. Remarks: TWildation Layout i_ i, r V V A IT"I" '7 4 T LEI: M, r 4it, # 1+ 7 'F "j_ .. .... p --,I 'A A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION In §& ". ­k s to Contractor GENERAL CONFORMANCE WITH PLAN E] FOOTING REJECTED, V CONDITIONS IN EXCAVATION AS ANTICIPATED El CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER 17 e, FIELD REPRESENTATl . ss,. REVIEWED BY 19 ? E Spencer Schram Sep 22 2017 9:09 AM Foundation Wall Drain/ CLIENT:, . ADDRESS: LOT BLOCK FILING NO.__--_,.PRO:IECTNO.'-',�'".1,Z_..L(7.},ay FoundationPlan Foundation Wall Layout �{{ -- �, BY C O L_ 5S O L I14ACJ PLAN NO. l f -7 0 1 S- j Foundation Type ; SPREAD: FOOTINGS (] GRADE BEAMS AND'PADB (� ED FRICTION PIERS ❑DRILLED PIERS INTO BEDROCK FOOTING'W/MINIMUM fj ,OTHER DEADLOAD CTUTHOMPSONPROJ N#I: 3 J04-1 7[iATED ?yIS"� i7 •. (:.. { ..... ,jj + .._, Foundation Void t>; " OUIREDTHICKNESS INCHES ❑ MEASURED THICKNESS INCHES Foundation Wail Condition CS SURFACE PROBLEMS (HONEYCOMBING,.EXPOSED-STEEL,, ETC:) - •- -`-^- -- -- :-- - - - .(SHOW LOCATION.ON SKETCH}: ... _ Recommended Domain Type [] EXTERIOR INTERIOR -- - - LAB ON ©; STRUCTURAL .FLOOR FIG.. -WALL HEIGHT- 1 Y .INCHES TOP 0 'ALL TO BOTTOM OF TRENCH � $ = i INCHES PIPE INSTALLED, DIAMETER (INCHES) . 9 RAVEL INSTALLED, GRAVEL SIZE.._.$-�, _ A INDICATES LOCA ION OF WINDON/ WELL LraJ' DOW.WELL DRAIN INSTALLED. WINDOW WELLS CONNECTED TO DRAIN REMARKS Type of Outlet F. GRAVITY, BELOW SEWER. SUMP FIT Q.UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STREET STUB) ❑.UNDERDRAIN SERVICE LINE CONNECTED TO FOUNDATION DRAIN �oundation Void: U IN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED f3dation Wall Drain: 7ENERAL CONFORMANCE WITH RECOMMENDATIONS []'REJECTED Cry � 1 �r✓ C�Foundation Wa. �T II kgmg t � • f1N GENERAL.CONFORMANCE WITH RECOMMENDATIONS C] REJECTED i FIELD, RESENTATIVE REVIEWED BY Lj DATE,OFOBSERVATION