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HomeMy WebLinkAbout4438 FOX GROVE DR - SPECIAL INSPECTIONS - 10/11/2018Foundation Wall Reinforcement Observation LC Homes at Fox Grove, LLC PROJECT NO: I N C O R P O R A T E SUBDIVISION: ��X [9/��f�� FILING: FIELD REPRESENTATIVE: TeLS(/'+-- -5 ADDRESS: '41 i. ) fi �[%,X 6e0*'c DATE OF OBSERVATION: / � /D TIME: 61• 30 _ LOT. /7 BLOCK: WEATHER CONDITIONS: Recommended Foundation System Foundation Wall Layout SOILS REPORT BY: C T k PROJECT NO: DATED: ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ DRILLED PIERS ❑ OTHER WALL IN CENTER 1/3 OF FOOTING OR PIER RYES ❑NO Foundation Void 9 REQUIRED THICKNESS ❑ NOT REQUIRED Ll INCHES Foundation Plan BY: yr G PLAN NO: ,r IQ� �2 k / 1/ DATED: -,3— Wall/Grade Beam Reinforcing Steel 0 . P17J t- ffl . ..' Mr 1/ UFER Grou1cle LOCATION ❑ NOT INSTALLED ❑ N REQUIRED Items Checked ® BAR SIZE ® BAR QUALITY AND SPACING �. LAP LENGTH ® COVER Remarks: ❑j , FORM VOID DOWEL BARS WALL THICKNESS WINDOW REINFORCEMENT + Indicates location of UFER Summary of Observation �IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED; ADDITIONAL OBSERVATION REQUIRED Iq REVIEWED BY Oct 112018 10:10 AM Foundation Wall Drain/ Void/Waterproofing Observation CLIENT: LC Homes at Fox Grove, LLC CTL I THOMPSON ADDRESS: �al - N`l30- LOT 19 BLOCK FILING NO. _ __ PROJECT NO. Cw 7AF L 9-0- Foundations Plan Foundation Wall Layout BY rt'C. _l _!`10Y�eJ[, PLAN NO. ��l SZj1 Iz IS Foundation Type �] SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK\� �P FOOTING W/MINIMUM n OTHER DEADLOAD �J CTLITHOMPSON PROJECT NO& 74fZ4A �I ED 4 / 8 I Foundation Void Iq REQUIRED THICKNESS_ INCHES [MEASURED THICKNESS INCHES Foundation Wall Condition ❑ SURFACE PROBLEMS (HONEYCOMBING, EXPOSED STEEL, ETC.) (SHOW LOCATION ON SKETCH) Recommended Drain Type XEXTERIOR [] INTERIOR ❑ SLAB ON rGRADE ❑ STRUCTURAL FLOOR FIG&I_/ir_7 WALL HEIGHT 9ta INCHES TOP OF WALL TO BOTTOM OF TRENCH _ /Oq-II (' _ _ --INCHES Do PIPE INSTALLED, DIAMETER (INCHES) ❑ GRAVEL INSTALLED, GRAVEL SIZE K WINDOW WELL DRAIN INSTALLED K WINDOW WELLS CONNECTED TO DRAIN Type of Outlet ❑ GRAVITY, BELOW SEWER XSUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STREET STUB) ❑ UNDERDRAIN SERVICE LINE CONNECTED TO FOUNDATION DRAIN �J Foundation Void: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED Foundation Wall Drain: KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED Foundation Waterproofing: D4IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED v 10-S�� I N dV 7JL.loy 6 I t 10511 ` ^ C-i i2c)V,i INDICATES LOCATION OF WINDOW WELL REMARKS U�1N �A,2 alb i • � iY i,/ • f % i • i _%LS Cj"0ct 112018 10:10 AM FIELD ARESENTATIV17 REVIEWED BY 9helz�� DATE OF OBSERVATION Excavation/Footing Observation CLIEN, LC Homes at Fox Grove, LLC FIELD REPRESENTATIVE: T DATE OF OBSERVATION: ' d q �"� g TIME: i WEATHER CONDITIONS:,�G/eo^ I N C O R P O! A T I D PROJECT NO: A� 9a v SUBDIVISION::tll'e!Ea.x &r0&'e /FILIIN,G: ADDRESS: '7�c�SX 5zQK'_d FIJi/ LOT: BLOCK: Recommended Foundation System Foundation Layout SOILS REPORT BY: Ca f %uyr,0 a�'� - PROJECT NO f DATED: ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF _ PSF. MINIMUM WIDTH INCHES FOOTINGS WITH MINIMUM DEADLOAD D S1 MAXIMUM SOIL PRESSURE OF PSF. �k9 MINIMUM DEADLOA PRESSURE OF D PSF, tX�� PROVIDE A INCH VOID BENEATH GRADE BEAMS A MINIMUM WIDTH NCHES Foundation Plan �$ BY: (YYn D^^ �`l z PLAN NO: Fa__ � d 1 S DATED: 01 �J WALL FOOTING WIDTH PER PLAN YES ❑ NO COLUMN PAD PER PLAN C&YES [:]NO REINFORCEMENT AS PER PLAN: YES ❑ NO ❑ NONE REQUIRED ❑ATSITE INSTALLED Soil Conditions At Footin Level UPPER L L - -7 - Ground Water Conditions NONE IN EXCAVATION []NONE ENCOUNTERED IN BORING NO. TO FEET ENCOUNTERED AT 1 FEET IN BORING NO. -/" I q Remarks I Foll Gr®ve Dr INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Summary Of Observations A FOOTING IN GENERAL CONFORMANCE WITH PLAN ❑ FOOTING REJECTED; ADDITIONAL OBSERVATION REQUIRED CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER; ADDITIONAL OBSERVATION REQUIRED Spencer Schram REVIEWED BY t 10 2018 4:58 PM ® ® w [ mom I LIE I OA= vmanui[