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Home My WebLink About5109 Country Squire Way - Special Inspections/Engineering - 04/28/20068xcavation/Footing Inspection CLIENT Standard Pacific Homes 6061 S-wittawDrive, Suu t8Z32 -- - Greertwood1lttlag�MBoll 1-- ---- AitfV-.-e m --- - -- Recommended Foundation Svs�t/em CTL/THOMPSONJOBNO. DATED _/ Z-/5-0.3 ❑ SPREAD FOuI INLiS MAXIMUM SOIL PRESSURE OF MINIMUM WIDTH ! INCHES .FOOTINGS WITH MINIMUM DEADLOAD ^ MAXIMUM SOIL PRESSURE OF 2.400 PSF. MINIMUM DEADLOAD PRESSURE OF � 00 PSF. PROVIDE A ___, �_ INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH I.� INCHES ❑ GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF _ PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH INCHES Foundation Plan BY (2�06 tt SS . PLAN NO. _ DATE `• its "�3 WALL FOOTING WIDTH (INCHES) DEPTH ^ (INCHES) COLUMN PAD nbx01WT—(INCHES) DEPTH i`�1 (INCHES) COLUMN PAD _�'XW (INCHES) DEPTH �A _ (INCHES) REINFORCEMENT AS PER PLAN: ❑ YES ❑ NO JX NONE REQUIRED ❑ AT SITE ❑ INSTALLED Soil Conditions At Footing Level UPPER , LEVEL�_i;,�,}—� LOWER LEVEL_y Ground Water Conditions NONE IN EXCAVATION NONE ENCOUNTERED IN BORING NO. Ly 6 TO — �. FEET ENCOUNTERED AT - FEET IN BORING NO. _ Remarks: %;TLITHOMPSON ADDRESS: Pc;rk LOT Z BLOCK__ FILING NO. .� _ _ JOB NO. 7 � i.5 i'oZ _ Foundation Layout ♦ INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Instructions to Contractor X IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE REVIEWED BY 3—oZ—ou LU DATE OF INSPECTION �— Foundation Wall Reinforcement Inspection CTLITHOMPSON Standard Pacific Homes CLIENT: 6061 S. Willow Drive, Suite232 ADDRESS: Greenwood VIIIa a /� j� Q . C� _ W � �11--.— ____ Attn ffe Grainda LOT OCK �ioa Go��I<,rti, SOCK - _ LOT %r 2 BLOCK FILING NO. _ 3 JOB NO..I'C, Foundation Plan By C.OWA k« PLAN NO. DATE -6 -1 CO Foundation Plan ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTL/THOMPSON JOB NO. % WALL ALIGNMENT OFFSET i Foundation Void A REQUIRED THICKNESS ❑ NOT REQUIRED DATED, ._ J INCHES Reinforcing Steel / GRADE (O+V BAR SIZE +t NO. OF BB1AR.yS/. �I TOP A #�L� Cani BOTTOM a#4 Con-4 VERTICAL yso HORIZONTAL t9O , #__iy aAzA COA Instructions to Contractor Nr IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE Foundation Wall Layout UFER Ground *-Location of UFER Ground ❑ LOCATION ® NOT INSTALLED tJ NOT REQUIRED COMMENT: FIELD REPRESENTATIVE REVIEWED BY 3-r.-off 3zo 06 DATE OF INSPECTION Foundation Wall Drain/ Void/Waterproofing Inspection CLIENT Standard Pacific Homes . , SUtte-232_ Foundation Plan BY PLAN NO Foundation Type ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK FOOTING W/MINIMUM ❑ OTHER DEADLOAD ��j/t�� CTLITHOMPSON JOB NO. _ !_ 2 ! Jx j DATED /2'/V�C 'w Foundation Void ® REQUIRED THICKNESS INCHES MEASURED THICKNESS INCHES Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type W EXTERIOR ❑ INTERIOR ❑ BELOW FILL ❑ BELOW SLAB FIG. /& INSTALLED PIPE DIAMETER q — INCHES WALL HEIGHT `16 INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 60 - f,7 9 INCHES ® SLAB ON GRADE ❑ STRUCTURAL FLOOR ® PIPE INSTALLED GRAVEL INSTALLED, NOMINAL SIZE Type of Outlet ® GRAVITY, BELOW SEWER ❑ SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) Foundation Void: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED $J Foundation Wall Drain: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED ® Foundation Waterproofing: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED MANUFACTURER HEIGHT DISTANCE BELOW FOUNDATION WALL FEET ADDRESS: 1c - a'rVLSL-Parr LOT i 7 BLOCK___ FILING NO. J JOB NO. Foundation Wall Layout 17/2 ---1 lip I 70 I l 1 I 1 _ i K lit I I i►6 ' ► � , ' rrq GBS �76i Zq Cou.2fr� Sere _ Way- RECOMMENDED CORRECTIVE PROCEDURE FIELD REPRESENTATIVE r REVIEWED BY d3-oy-O6 .3 20�,6 DATE OF INSPECTION